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Building Application 2003-10-2
1,1,111, , " ",,,,,I, 1,,1 " ",," II", I, ""II ,I" . ," ".1",,, ,",,', II " I, d, ,I, , ~, II"" 01, ',,1", ,111,,1.1 ,"""".., ., ,11,1.1',,1 ,,' " ~, I I ""'"'' CO,,"C DRIVEWAY " ., ~"'" if' "" I, I, "II" I"" ",I , , I , , . T-e!' ___ --II' " 2'_bl , / 6'.(2)1 Jl'~__~_ J~ 21.61 /-.----~ ill (j Z ill () - 0) ill oc I- jW ()~ t-:t ~O ~ ~I ~O) '" ,I I' -", -.... I I , , " ELEC --1 METER l CONC 51DEWALK ~I !;Oi , ~~~_~~~______~__----..J ~ UP 2R I I ~ ~I ~ ~ ., n -l W - ~ f! L U) ::---BOLLARD 19 ~ GARAGE --, I" I I W I ---1 i D I I I __..1 ~ '...0"--,-.... / .~~ -~ i'O ~ ~i FI>)ED ,. /~ :;,. ~Il' I ~ "t N II'-O(y b) lefr ~ , " 'I.. " , .~ , , I .... ., """ ~o >" , j -J I -J <[ 3 '~1 [Q BA T~l- ~ ([ \!l >< N I ,. , 1,1,,11,,' "- "''' " , ,11.1,,11, .' QI -', "'I I .,~~ -t GJ-J 't'1ll ,~ I ~..E"l -; <ll ItQ -O...:! ..J Q I III 't -,I BEDROOM 1 ~ :;,- , ir> .~ I ~ LIVING RM G) o --,_._..._."._-~-----_. F -"~ ~ I -~ 4 I' ;- z Z<{ <{-1 -1iL iLOC ill 0 !::O 0)-1 LL ~ ~ '~ "~" 54P '. 1 -"~ -; ""1.- &'-lj' " ~ "" -f---J EB EB I RANGE ~ EB I W/HOOD I I I I I I +F o BEDROOM 2 /~~. OQ , ..J 't ~ Ill- ~1 II II I If" : I ILJi L:JI KITCH.--- I DW I I ---,I II II II ,<1"", 81' I 'f- / ~ \ ":I) \...../\: <1 aI , ""I Q /' Q , ~! il Q <1 <1 Q @ ~ t:J ~.~ ilQ < Q DINING RM . ,- o <1 I ~It --l_'t 0 _.... , Q -J , 't III Q Q <1 CONCtPR:VEWAf <1 " 'I.. 54P <1 Q Q ~ "" il~ 54P t- ill ill lY t- U) il ---------- . 'I.. c? o - o ~'~~I Q Q <1 Q Q 1 41-61 :;,- , r-I , / ~ z 3 ~ a ",", 1111,ll.11 III 11.11,11,1,,' "" III ,II, , ,I" I I I" I "I , R!:V1810N8 <1 ,., il ~ ~'" I J ~ I Lnl o OHLFo N @ Ln 1 .... :so , '" I I ~ " :so , :'! M BEDROOM Q il ;'_B1 L . I '" .1 I' I I PATIO BAT H---,J- '''-..../ I L , NO. DATE Q , <1 ,'" Q I ~ I I 11 / I rJ. J ~L ~ (1" i&xi& PT P05T~ J '" I @ \rJ; \ ~ ~~ -..)-~ vV' ~ ",.,\ 'vt' ~o~ i ~~ f'~ 'I' c,o.... ~ RsV....~ ~ '\)'~ 6 6 6 6 I~~ Uf I i '1---- 81' ( \... <1 il Q , i I I I PATE RECE" ED I~/. ~ "",,__:<'L~!?' rl!.1J?;.2.: OOcr?~ ZOI-JE:. It Ccr- _. _ _ (jiTI ____ J _L;-~'._r '.:J~:" ..Jr~ ~1(S)' o,--c-":;:-;:~~:-;-~-;:~,-'- ~. ) .?TORlE.S t-.- .-I.Y;:'E CG~"STf,\.-:~Q lVP !-E..GAL DoSCRI?',o'02.Q"L -'5 ' 1'i..:MWl1J~ !"DD'?ES3 ~'fO 1.fI.'f:>.- ~L<-f' -f"'- - - 9'^"'E"I f21u.<..CA\.. ~Acfc01- T AX MAP Il-03-3:;-14 PARCEL 2 .1 , !4'" 41Z>1 5LDR I .r DRAUJN BY TS PROJECT. Q , , ,( 1'.01 I. It"Y_~1 ;1~1c?)1 k I .( 13'_~1 " I STREET TREES A.RE A.RE REQUIRED Please refer to attached Deyelopment Code SeC:lOil regardrng the placement and t) pes of all'JI.,\ aole street trees ~I"IMu~ SETBACKS - IGTERIOR LOTS All rneasuremepts are from Property Llnes SCALE: AS NOTED 30'-0' ~ -FLont lard to House ,I) feet -Front ,ard to Garage 18 feet -SLde )~rd to House or Garage 5 feet -Rear )ard to House or Garage 10 feet DATE THE CONTENTS j-.r;:;>E Of-J ; '''t E ~EE ALTER;,TIOr~S I~I!)IC-~l E..D o.~r COLO~EONp~~2;C\^lg:FA~~~~ OR ~LTE.~AT:O~:' j\'ACC .0 lHE APPRQVED D~P.\^INGS OR PROJECT AF1ER 1 He: CJ\1 E I:.lELOW SHALL BE AP!""oO/ED 8Y 111E SUILDlNG OFi'lCJAL ' 9/26/03 . DRAWING NO o ~PS~~. PLAN o SITE PLAN ~ P U E. MAY CHA....GE SETBACKS SCALE 1/8' = 1'-e!' CITY OF SPRINGFIELD, OREGON ~P?i'lOVEDBY -.L:>/...W"\ DATF Ic/Jllo-.:> . .. I I ' A- ~ ~ ...,,/ , ,II"~II,I,, III , "111,,,1' I, ".I, "II ,il " II"" I"" ",i. "II., ", j 1..1,11.,111, ,I, I, ,l.I ".11 1 i ",j II." ,I ,,'., .,111 I, ",11111,11,1,,11.. .1, 01" ,I ,,11,,11,1, 1"1,, "III 1111 11101,. ,1,1, I1II W,J"I ;1,1.. ",Iii I" ,I ,1",111,111." ,I. ,II," ,,' ~ " ' I I I I" "I ,," , I, II ," I, I, .11"", "il I.." 1111 , , , I, .. ,," ~.1 ,11.1" " 11.,,111, ,111..111 "_ ""I ",I I ,I . I ,~ I" I., I 1.1 ,,_ '" I ,II I I III II ", I ", "I I, I I., I. ,I , "" ,I, L.,I ill, ,.,1,1 ,.'1,,"',1 I ,1,1,1,:,111,11".11 ",I.,. ,,,.., Job Name: DAVIS .~ MOSHOF$KY ~. v ~a TRUSS W''stf~f.'~cf609pl TrusPlul 6 0 Vor' T~ 4 2 Truss 10: OAV-A1 TO 2><. OFt ., Be 2.1:4 oF[ 1#1 GBL BLK ,><4 DR. IT ANOARD ELATE VALUEI~ ICBO RfS~ REPORT "607 aided (Of' 10 lIpn COllcurfen~t Be LL. UIL01NO I NtR MUS VEAl LE LOAD$j ~~J gable b~J (equl(ec1 l' 58" In .~s. Ii ''Ii'''' '. ,md I... apOlJ.. '" ac~ Sat Generll Gable Detail", COO206503t PI'U"~ "'.. AN',1lP1 1995 tHIs ES1GN IS THE COMPOSITE ~SUt.T 01 MOl II'1.E LOAl> CASES. BE:ARlNG REQUIREMENTS IhQWI'I ,re basea ONLY JIll tht trun materl.1 at each bearlnllo Pl.ATtNG BASED ON GREEN LUMBER VALUES. ~,....".....~,....".....,...., ~ UO'~m-'1~~~~ ~ 4~~ t H-'M' 2 3 i 4 II ., II '8 10 11 '3 13 ;4 15 18 11' ~ ~ ... 4-' ,15 ~ ~>:::: -~~:~ ... _:t: Q.3.1. '"- -~ So3-4 f-W..! , Zl2I:30313231 ~~2~ 4-4.0 , 16-0.0 18-8-0 2344 OVER CONTINUOUS SUPPORT ~ :l4 ,1'-"'1 11 11 ~ ~ u ~ ~~~ V ~,.....~,....,,.... UOJ~~~1340 TYPIC,4L PlATE 1 ~ TI'lJSWII Sy.tema?1atfill ~ 20 Ill, unIeumown by"18"{16ge), "H"(16 iii'}, ar"M)("(TV\W( 20 g.) posltllm~ ptl' JoInt Delall, Report ClrtIed pIllet and tal.. frame plllel ace potltloneG aalhown above. $hllI ~bl. Itud pIllet to I'l'old overlejl wllh Ilr\JctI.J.ral platet (Of stepl.). WARNING Reaa all ~olea on thl. sheetand give a copy of It to the Erecting Contractol ThII detov.1I fir." lMMtluaIbl.dh'fli~nllllnollnllll)'5ltlft.. ha_blnd an1j)tCllcdom ~dtdbw'''' co""onontmtNlr.cIIIr. IncI dont t\ ___d..,r:e ~ hi aurTlnhmlg tflPll/'ld AFPAd.tIlJt IlIn~ No rtIpOflI~ II "lumteI rOlllmlnllO!llt KM'lIOI'. CImInIronl"'loblll'<<1"dlrt"CO~lllrMnufu\irtlll'llftrlNll,", dllllJl1trprlor\lltbrkdoft. The bulIlI"I dCl1l11ltl' mlJltltClrtafn f\lII IlIlo,dt lIlIbd lift lhIt 4If,lllllmlet or ullttdh Igllfng ,",oHdbr &It klcallH.Ifldl"'l ;ode 1M tie parll. ~i';d0l\. The deollllllllumII !tat1lul~ dlardlrt IIII~ bfIoedlrtlblrotforloortht.lt'lltlelndthtboltomcbotd II IllmlrlnGed by I fI&Id",..U1JnglMldl.l~ 1UadlM,IKIlQlol!ltrwt.. rl4IH.lSradr1GJho\IftIt rorlll:erlllupportlf ~ln"lJltmbtll on!rlll ro6.I~ ~ckllrIall1l;ll, lhIeClllllflollllll Ihlllnolb.pllctdfn IlI)'I~tlt'" ~IU..fIe InCllIiwI oonIIII' 01'" wood 1011t11lllt'il. llIlUorclUIt Nll/lI*r plale cllffollllll, FIIlrlr:eIll. !l1Nt'1, inlltlw llI'... Nt no.. n tcClltcWIQi \\ill ~0lHl DiTAlI.I' byT~. 'AN8liTPI I' 'MCA, ,WlIocI "NlI Oound! or AmerlDl SlInWil 0..., R"ponllbIV~... 'HA,...OUNQ INSTAWNQ. AND ilRAC;;INGI METAl. !'LAte CONNeCT~D wooo ~U8se.r o(H!8 '1) .neIliIB'l SUMMAIW SH!!81'byTPI Thl TllJu PII" In," (il>lllt locl!tdII C1Onoft1o Dri.... Mallon 'MIeonlln m,l. ThfIAmtl!r:anFo'"ltndPIlJtl''''I~OIIVVP''lil!oClltdIlI11' 1", '~ttt,ftH.11l1OI Wulllngtgn OC 20llJI. Otv: 1 0~~ ~~~}$ desl&necf u$lnl the BId. Enclosed. VOl Tru~ Location II Not End Zone Hurn~ana/Ocean Una II No . Extl CategOl'Y" C BIde Len2th;& 50 00 ft, Blda Width. 20" 00 It Me@fl roOf htfght. 10,08 It mph . 80 UBp Standard Occupancy. Deali Load. 17 0 pst I ~ -"~ :t: ~0.315 4.111 SHIP ~IIOIlIUA1'Il.:'il.1l.ll.lU 9/25/2003 Cu,. DAVIS WOo Orfv8_C_daI,l4_L00005",JOOOO5 Ossnr #lLC. 14 WT 147t;t TC LIve 2S 00 psf Durrees L=! IS p=! 15 TC Oead 7 00 pst Rep Mbr and 1 15 ae Lll,Il 0 00 psI 0 C Spacing 2 0, 0 Be Dead 1000 psf DeSign Spec use TOTAl. 42 DO p.' DE; Rail. L/240 TC L/240 Job Name: DAVIS 8r2\,\fr~WlI79~o . 'I MAX OEFl...ECT10N (spa")"",, LI'S4'tl MEM fIOfL"'" " L~ 021 l> 01.4" Il 035"- ~ MAX DEFLECTION (""~ ", Ll99HN'MEM 61 '" ' l.- 0.01" [)II; ,005" Till' 12" 1 TO FO~E ~ a~~'1 OL.l 0.0;./2 2 I ill2l 02 v4 ,G gi 8888~8A 148 0 01 1;"45 0,46 II Fllt~Jll( 'f!fIl FON ~Sl '!19 FORCE CSI h m~g!1 ~j~gl ..' ~ MOSHOFSKY \:V V '.a TRUSS t~1t~~~.t~0907 T,usPlul 5 0 Va,: TS 4 2 TN$wll Systems Platel are 20 ga. unl&umown by '1a"(18 aa.), -1-1"(18 glJ. Of "M)("(T'MI1X 20 gl J po.l~oneG per Joint Delall& Report. Clrded p1alelllld false frame p1alel 81'8 polltloned 81 ehown above ShIft gable 8tud plalel to avoid oV'~11p wHh all\lcb.rrll plate. (or ateple). WARNINGRead all notes on thl. sheet and give a copy of It to the Erecting Contractor Dust DAVIS ThII 4"91" *IIl!nd'lllilalb\lU'na;o~OlltIIlflOl1lll. mt.m.1t ,*~~..cdWllfleci!c:dclnI pr1'1idod 'r th.~tmal'olltldlnr WO- Orh'8...C_dav4...LOOO05,JOOOOS anddootln';QIl'llIno.wIIlihlcurrtllt~olTPIIlld/IfP"4n!,..~ Iion..,otUiIItrll mwnedltrdhtlllltlllllll,QC\IJ1ICY. DllMlIIlonutoklbe~..u:odbyhco~lItll.llIIl\llfldurlfll/l~bIiIl'", dn/gntfpd<<lofatlrlcdCll TlIAbuUIIll"911f1M1uewlntilt .oss:nr lite. 21 WT 122# ~(oaclIlIO..udWl" doa. ma.lttuQttC!ihtllll1.:Dnll irnpGslldbr hi l-'bulldI.... code end,. pllfwlarJll$lHcdon. n.~..IIJlII-* TC l.lve 2500 pst OurFacs L=l 1.5 1'=115 #ltIhlopchontla It,krllr~rmdbtthtroof<<llltI'1h"lh/f1aIllllOltbctklmdlDrdllll\llrdrbf1Ct4by. r\;IcI,hNlIl1ng nelIrtaldlrc~ .lladlft.llI'Iltll QlIlIrMM~Q""lhdris dl<I'II1111 Jor1,ltr1l.lIjlpDltol ~~ontnII /llIImbuaon!ywrtW blldlll..;l.nglll. "'1lO\"1Ixmtnl TC Dead 100 pst Rep Mbr and 1 15 1h"~b.pl.*ntll'j'Il!VtrMlllOlll~at'llfll_lhamol.lwt ~.!IM\Wodllltxuod\8".lncl/OI';.IIMCOMJcWrplJ.taQOlfQ.ll1l1. ee LIve 000 pSf 0 C Spaclns 2 0 0 F.bd;.t".hIn",lntUlrlndbr..,.t.!IlrIIIIhtoQll'~ \filCh JOJNTO!TAlI.I by TMWII, NolSIfTPII' WfCA \ WHdTIIlA CoolrIcf .1 Nrltt!CI Slandttd ~ Reyon.IbIIJ... 'IW'/OUNQ INITALI.UiO AND BRACING MIiT,tL MTe CONNeCTeD wooo mUGGEr ee Dead 10 00 pst DeSign Spec uac -\Hl8.f1}.lIlI'HIB-111V/.U4ARYSHElrIlrTP\. '!'he TN. P\all In.M \fPI)IIIK&t1c1a1O'Ol\l1flloOlW. t.1adl.OlI,'MICiCl'lIk1 5)11" 'ThtAmIl'lullFQfulIlldPtll.......'~...,(AIlP~ltlllQl;lttIM\\'1 ItIl81r1ll,tffl SkIOO,WuhIn;toft.oeZOO3t. Truss 10: DAV.A2 ',% ~~;l VEB 2x4 0 STANDARD ~TE VALUES Iceo RESEARCH REPORT #1607 ,oeded for 10 non c~eurrent Bell.. ,eft Ovcrhan~) art! not be removed, OVERHANG MAY BE ORTENEO UP TO r MAX.I Left Ovemani OffJt to,l!Id .. OOpsi' :',' ~.. PI.~".>P" ANSlIT'" 199' THI~ DESIGN is THE COMPOSITE RESUI. T Of' Mu\'TlPLE LOAD CASES BEARING REQU'"EMENTS "',,'" I" based ONL' on the truss matartar at_e.J.~ beano. PlATING BASED ON GR~ LUMBER VAlUES 8.212 8-2.'2 1iJII.J) . r;or- '~-2 1&-'~ 8.1.14- 23-0-0 ~:' 11-&<1 1 tAIl . ~ I, , ' a-a .... '54 4-'015 ~ ~:t P ~" ., S4<4 H 2,6.10 0.0.0 ~ . r . --r 8...M2 !;:Y 8-2.12 11-&<1 10' 11~..g 2~ Qty: % 7 UPCII'! REAC110",S, Support 1 187~ Suppcrt 2 81lb ihlSU\Jsslt dt!$llnecluslnl thl UBC Code SldlEncIc ,ed. Yes Truss Lo~ Ion. Not Ene! ZonJ Hurrlcan81 )eeln Lint., NO,. EXIl CategQI'J C 0 BJdll.eng\ \. 5000 ft, BIOI Width. 2000 It M!l~ roo1 lallllt. 10,08 !1; Mph . SO Uac Stancml OCClJpaney, Dead Load. l' 0 pst 4.!" SHIP ,~ . ::--. :I: tl ~0-3.15 ~ eAI"lKAtlUftlHl.l~';U.V~ 9/25/2003 T01AL '2 00 psf oEF R."o 1./240 TD Ll240 Job Name: OA VIS SRQ {lOO rri SIZE REQ'I> 0. 1 11 4..5a' 5 I,., 1,,,450' l!& MAl( DEI'1.(crIONf'~"'~ 1./999 IN MEM 6. j I.- OZO' P. 013" . 33" a ~;!~i~~lr {f }lBEg'n):Yl I' l1BumrSW-!SbORC! es, " Truss 10: OAV.A3 Qty: 2 TC 2><401'1. #1. Be 2t4 OF\, II WEB '" OF\. STANOAAO PlATE VALUES PER ICBO RESEARCH REPORT #1601 Loaded fot 10 ?Sf non'cOIlcurrent ecu.. p.t1n~.. ANSlIT?1 1995 T\1I$ ~SlGN IS tHE COMPOSITE RESUI.T OF MUI,. TI E LOAO CASES SEARING REQUIREMENTS snown ,re based ONi. '( on the W$I matenalat aact1 btlar~1 PLAtiNG BASED ON GREEN LUMBER VALUES. UPLIFT REACTION'S~ S,pp," 1 134 ~ Supp,". 134 ~ Thi'lruss I, das1il'led usJna tM uae Cod' Bid. Enclosed. '(Ill TMS Locatton . Not End Zonj Hurncane/Ocean Une . NOj EXD Category. C Bids: I.enath. 5000 It, 81c& WidU\ . 20 00 ft Mean rool height. 10 08 it; mp/\ . 80 liaC Standard" Otcupllncy De.aClload. l? 0 pst , , !-'1l ...... I ......, !1M. &-11. 11.4.4 18-10..2 ,0.0-0 11.1l~ ~ "An a :. . rm- -:rnn ... 1,6.04 4-' >15 41,11 SHIP 3,S..5 _:I: "!,,,.~ - - ~:t M.1S ~ /-, 'M,'S ~6-I ~ "M ~ . r i . 1.1.&.tt I 1'.... \1...0 ~ ~ MOSHOFSKY r~r'I"~f1 TRUSS ~~t.5~;fa~~D901 TrusPlul 6, 0 Ver~ T6 4 2 TMWIl SYltema P1e.18I11'1 20 gl. lInIan .hewn Dr 18"(18 ga). "H"{18 g:1I). or "MX"(T'M.lX 20 gll pollUCt1ed pet Joint Delail. Report. Cirdecl pille' and false frame plllal 11'9 poetlfoned at lhoINn abovt Shift gable stud plalee to Ivold overlap with slNcb.n't1 plalet (or 'laple~ W ARNI NGRead all notes on thluheet and gIve a copy of It to thB Erecting Contractol lbII~F.forllllnchlduelb\lllclne~<<IlMt~~K h.btenb...dllfttplld!\:IH~ll:l'l'!ll'tcIbylhfl~I'\a\l~. and_tn.i:CQnlanlltw!IJe.CIlfl'ltltvttaldIlTl'lItldPiFPA.~!f'I~ NoI'~Ili''''lllTlll!flrh",lonll.cweor. OImemlOlll&Alla bt ~e:lltClbrh~ IMrlIIfIdllrlfflM'Ol bIdlq ~ll1llJllI' pl"OllaWldAGon 'The bIIll""o .iP1QMl nwotlhurlMl ~ fit 1e,1II uGI!ud (WI NIl ~mottOf h"odh ludlrlg ,~"ldbyGllIKalb\l!lllnt tQda IlIld IMI.wfQl!w IppIl\:lllOlt l1N ikII"", Ulum.. 1Il1l~ 10001lb0fll1l1.lm~bl1u*lrt"'fOtr... foorllle,1hIr1g1nd1ht bcUIImch0r411 ~ltr'lIrbttctdbot. r!gkl1hc.thlr1g ma14I1I1!&'It:lfv .l1oehd ~"' of!~Aoied.llteqlflo>rjnlllortlla,..J.upPCrt" ~l1lpon.n" IlIInil~ ~loftduQO buctfngltnilh. 'l'hltCGmplIlIl!t ,,~.. nol be p/f.OlId 'n 8If1 tllll!roMlllll !lIIt";;I1IM ~I mol.hml tIlIlllnltlu. lI'9od'tl nlll" I'''' amllor ~lM conn.dol' fllllt ~OIiOl'l, FlbrlClte ~I1U" Inlllllandbraoe Ihla h.'tItlaOCOl~n'" 't\f" JOINT OEITAA.I by TMWIt ANSIlTPI t' WTCA 1.1/{oOfi1'NQ eew,1II .f AmIrlCII Standard O"9lIttt9Ol'l1l'blll/l... 't'ANDUNO INSTM.UNO,.IM) 5RACINO wrr....P"'~ CONN~O IfoIOOO TltUSSe.r 41lB.tlllllll'H!t-11 SVMlAAA'l' iHEiT'lItTPt TIlt TN" PlIlllnlM (TPQ II 1000t.dII D'Ondlo 011.... M.lho,," ~.~.fn ml1 TIlIAnwlCll\'OI..tJllllPlglfhl~.bWP~&Ilo~.tedtt\\1j tft Ihtl.NW s.aoo,WUhlnaton ex: 20CJl ~llVI'IIN\IC';t,I.VlW.l 9/25/2003 Cust. DAVIS WO Drlvo.0.dav4.l00005,.J0000S Osanl'" I;flC.. 14 WT 120" TO llv. 25 DO psI DurFa" l=115 pollS TC Oead 7 00 pst Rep Mbr Bnd 115 BC llv. 0 00 psf 0 0 Spa<ln8 2 0- 0 Be Dead 1000 pst Des,gn Spec use TOTA, 4200 psf OoF RallO 1I240 TO, 1I240 Job Name: DAVIS Bl'G l(.l~ \P.C1 SIZE REQ D l2~'!,ta 1~1 !i~ US MAX DEFLECTiON (.~'"~. 1./999 IN MEhI Sf I l.s 025' 0. 017' . 42" H IIE~,i~ln"' !l9 FO~E AX~ BN~ r ~ t U~I ~J~ 81; &.~ 8 10 2753 v.45 0 31 0 ~B ~~I"i.E,..SI '~'3'ORqE CSI i 7 B1HI..; ,.H 13 ~ MOSHOFSKY ~"'I' ::-1'1 TRUSS ~~1;~~f'tcP60907 Tru,Plus 6 0 V.r: T6 ~ 2 ~g ~gFl.:l WEB W ~ STANDARD PLATE VALU PERTceo RESEARCH REPORT "1607 Loaded for 1 PST flllO ctlneurrent Bell.. Truss 10: DAV.B1 P~iJ,," .... ANSI/TPI 1995 THIS DESIGN IS THE COMPOSITE RE$UL T OF MULTIPLE. LOAD CASES eEAAlNG. REQUIREMENTS 1hoWl'l are bas!d ONL'f onthttrussmat.rlalllte.achbearlnJ, PlATiNG BASEO ON GREEN LUMBER VALUES UPl.," REACTION(Sl Su..,rt 1 1311~ Support 2 131(1) ThIs truss ji de~laned U$Jrl8th. use Codt BJda Enclosed. Yel Trus, LoC!bon . Not Ei1d Zone Humcanl/Oceal\ Lint ~ No -" Exp Cate:gOl)' '" C Bldi Length. 50 00 tt Bioi Width=- 2000 It Meijn rooT height. 10 66 ft mph . 80 use SlandardOceupancy Dead Load. 1? 0 pst I Qtv: 16 ", '7-10..1' 1 r.... 1.1-2 7-10-1.0& : 7-10.14 15-0.0 22-1-2 30.0-D '''''1 '. "n..n .' /'4iiO -:rii01 3-5 5-:15 S-1.11 SHIP " :I: D-3-15 rW-i ,n...n..n ~, ,. '0.3-4 30.0.0 I . 1 1 . . lI-50 ,9-8-'2 I 10.3-4 10.3-4 c.A.t"IIr(AtlUl'lUAIC::'-.u.'U~ TMW. S,.~"" ~.... ". 20 i' unl... .hown" "e'(" il), '1<"(" ",1" .x'(!'MdX 2O,'l po.",nod P9I Joint De"''' Ropo,," 9/25/2003 Clr;led plal81 and false rrame plein Il1I po'ltioned III ahoYm above SMt ~le stud platet to avoid overlap wlll1 structuf'll plalul (Of .tapl.). WARNINGRead ell notB. on !hI. sheet and glvB a copy of It to !h. ErectIng Contractor Cu.l DAVIS TbIf wlfl'" rot InlndrlMlblllh'~~ntnothtA 1~IIl.bconbmlnllll~ftutOl'll pI'C'l'!dedbrfle CGll'4IolUlntmI/Wr.ctur.. WOo Drlv8_C_dav4j.00005,JOOO05 ItlCldonehlcoOfl"ClwltI~M'onl~ertlnlllTPlllndAJ:P"dttllJll!lrn$ar'" NoI~,""lIlmJllItlllorllJnnlllnalICCldley. Osgnr. #LC. 14 WT 155# Dltnlnsklot.rlllobt'tdldbrllt~m&ftUflllWr. mrorbllllilr1l lI...llJI'IlrplllrlllllbdelGM, Tht bulking ~Igntr m&llt..UItIIn l!lIi h!ollflull!udonldldllllJlmlltlllleilllflllodf1almpOllKltJrhllocallMllldll'll ccawithe pllfl;ul_lpp!Icll1lOll. Thtcl&Jlgnlnumet TC LIve 2500 pst DurFacl L=115 P=ll!S ~It~ lopchordltlllefJ__brloedbv~rotf.!oorthulhl"8'nclhlbollomchotd 1I1.lIrdtbrlmlbt .It;Idth..lhlrog ll\ItI~lIlS1l~ IllIctlt4, unle. Dlhmdu nol1cl Brad", ~ II for Iller.! II/pjlort If CGlf9Ol\IrtIa lllInUft ~ 10 Ildllce bvcldlna lengl\'l. m. cOIlljlQf\ent TC Dead , 00 pst R:ep Mbr Bnd 1 15 .M41nolbepl.cedln.~lIlYItorImonl~.t'llllDlllMlMmo~ OOfItmtlfllllwoolilcpued\'%Iln&tf~l/"conrwdotpl.ltOll"~Oft, Be LIve 000 psI 0 C Spacma 2 0 D FIb~DltI,!II1IlIt Itw.lII! 1llCI1lfI0I1Nt WM h .~Inllll will JOWl' OI!TAtI.l by TIWIIWI. ANSlfl'Pl ,. wre;. t Wood TI\IM Cwnd OfNnerlCll!1.nWcfOIs/f1f1,~... '\iN(OUNGINSTAl.UHOAH:O&RACINQMlT,tLPVlTECON~ClrolwooomUs$EI' Be Dead 1000 psI DeSfi" Spec uae -(HIa.'lllllCl'HIB f1 eUlotMAAYIHSlT'byTPt. Th.Tl1jnP1.lIftldtlAt (ll'IlfIloc.1odII O'Ono61oOINt l.l&lbgn.......l>>tIMlm'. ThIAmtdcan FornI 1114 Dtpll' Amddlll (AFPA) 1I1.Cl.t.1I lit '111 IH\ !\rltt. NW MlII00 Wuhl~otOl\ OC Zt)QJL TOTAL. 42 00 psf DE:F RatiO l./240 TC: L/240 Job Name: DAYIS af x LfO t.l'~T~Z! ~Q'o IlW12 Jo'r, ~iF Jp t)i'S,~neL~~of,~P.t\'~) L... 023" 0-.0 16*' T- O;Jj' {i F~~\~~ lftgi; ii 12M o:8mM7 9~ F~:il o~,PINSI Ho ~~30JmWI1 na t!6~~SI ~1W~rRC! CSt ~ MOSHOFSKY L'.'\"'.l"'l11 TRUSS ~~~5~&i2f'~cP~0997 TrusPlus e 0 Var: T6 4 2 Truss 10: DAY-B2 ~ ~~g~:\ WEB 2x4 oFt. STANDARD PlATE VALUES PU\ICBO RESEARCH REPORT .).07, Load'" 'or 10 PSI' non ,,",,,,rent BCL~ InstaJrlnttflor,5upport{s)beIQr, lIfeetlon PI"I'~P" ANSllTPI 1995 THIS SIGN IS tHE COMPOSITE RESUI..T 01' MULTI LE t.Q:AD CASES. BEARING REQUIREMENTS shown Irt basecl ONI. '1' ontht trusS rnaterlllateacfl bear!!'lJ Mart atll~.nor oe.rinllocatJonL PLATING ASEO ON GREEN I..UMBt.fI: VALUES Qtv: 4 UPLIFr REAC'fION(S) ~upport j ,47 II) upport 13111) upp'~ B31b ThIS truss Is des1ifled \ulna the UBe ~odL IdS ncla ed- V I 'NS$ oca Ion . ~ot End Zone HlJrrleaall )eeln LIOI- NOL Exc Category. C aId; Lengl \. 5000 It. BIYJ; Width. 2000 It Mean I'tlal 1l!Ii11t. 1066 ft mph . 80 use Stanur(f Occupancy, D'ead Load. 11 0 PI' 1-1M. I 1_1_' ,7.1 , '.10-14 7.10-1. '15:Q.4 22-1-2 30-00 f 1~_n..Q '. 1,~n , :( .' ITOO .. 001 4-A ..! ,1' 5-1 '~AIP ~ ... ~X ~,:, , X 0-3-11 :J 25-A rl~0-3-15 10-10-1 $=3-4 ~ M..n.n ~ . 7 . 8 '0' 10-10-12 I 8-2 a I 10..10-12 1 10-10-12 1..,.. 300-0 OVER 3 SUPPORTS CJt.ritUI.llUftU#l.1'e: ot:u..w.'UA:iA TNSWlll S)'.lema Plollll lit 20 \II. WllwahQwr1 by "le""8 \II). "H"(18 \II), or "MX",rM.ll<' 20 01), POSlUOl1ed pet Jolnt Details Report, ClrtlocI plain and falle frame platelltt po,ltlonocl u shown ebov& Shift ~ble ,Wd platn to avOId overlll$l wllh stNclLIrtl plate. {or ,taple~ WARNINCiRoadal1 notos on this sheet and give a copyoflt to the Erecting Contractor Cusl DAVIS ThII dCllwl" ro. 11'1 ildlvlul bu:liIl1; \W~n'llN"lJ)1.ltll\, l hat b.en b..od ll!llp'dftcaUQrw pltW!lSorl~ NllOmp.n.nt man~l.ctlitIr we- Ortv,..C_dav4_L00005.JOO003 InddoM\1tC!:Or~'IIIIl01lM'.nlv.MlItolTPll!ldAfPA.6Hl"..ltndar" ~l'tIPgMlbmti"",lImtr:lforb'lllon"mwq' 0 "lC 16 WT' 154t1 OIm.~lonw.tokvedfteclbt1ht~tllWlll~" atIIUor\ll.lllllT'1I d..lgnltf prlorto l.bdca:tIoL ThI bulld'l18d,"lgntr m...tu~r1oItl!htt sgnr . 1I1tdQl.:ltumzlldan~dll~lllIttorU\WtlIl"eloli:llncllmp~.edbJt.IIllXIilll4ldl"" ~.:lt;mdt..lWlICll!Ir'ppac,ton The~ltIlgnu.um" TC LIve 2500 psf DurFacI L=115 P=115 Oletlbt lop chtr4l1llltttll'/ bfl\:td~ltIt to6/'tr So<< .lIuNIlQ,fld tIa boltom chord IIlllctJlIt\ll1Q1d bv' rlgkl thutJng ma\tl1tl dirtctIW elledl",\lfl!...;thwwl..nolri.ar.dn&lhNl..lalcfal.uworltl~llnln"mllllb...tnIr.f'lduOlbur;ldl..'ength.ThIt~nl TC Dead ? 00 pst ReI' Mbr Snd 115 thtllrwt'-p1lctdlr1enw.l1'o1ronlntntlh'l\'ltlCllltfflemolWi Cl/l'Iltint,rttc.woodllluo.tdt''KtnlforCl\lllCOMldo<plaltllllrT~1oft. BC Live 000 pst 0 C SpaclOB 2 0 0 F.brfctll,hllldll.1M1d IIldmOl..I\j..1n .~ihn" 'tJ1fl, ',/OtN'tOlTAl1.l by TNIWIl, A,NSlITP( I', 'meAl Won TfI.Ilt C~ul'ldl ,r AtrArlca !landll1l Ottl" ""ponllbUlf... 1iANOUNCII tNI1'AWNG A.NO ~NO M!'1'-'!'\.ATE CONNeCTEO wooo rRusse:.. Be Dead 10 00 pst DeslQ:n Spec UBC o(Hle4lllllll HlU, l!IuMt.!MY IHElr bv flit The TNH ~lt In.AIII tTPljII 11Iceted .1 D'Onolrlo tllttt, MIdl"IOll, 'MIQllnlln 5311' The A.mt.10111 FOlHltllll I'tpll",lIod.b (AFP~lIlo~.ltd II 1\111011 I!Iltelt. NW Sit 101 WlthI"Pi', PC ~OOa. TOiAL 4200 psi Cf:F Ratlo L/240 TC L/240 9/25/2003 Job Name: OA VIS sf" ~JF ,'b1'w.!llZ~ ,~Q'C 'i: 02 'i" f"gr 19p' lr., iBd!cr l!cr MAX omeeTlaN r.,.~)... Ll56' IN MEM B l~ lI.l,,,, I.- 023" o. 015" T.-O~8' frmlMfn~r .or F~' '1 fnlr~'~ 7"2104.4'< 8,0 ~. 0%3 O~6%'i~ l"B ~?I"I.EJ.\,Sl2Ji".l' 1 ~aRCE cs. 11 2s&~1; 61nhf , ~ MOSHOFS/<Y L)t"t: '''':I TRUSS <44!.Nofthplrk Dt, Cola Sprmg., CO B09p7 lrusPlus 6 0 Vet 16 4 2 Truss 10: DAV.B3 ~g 2.<4 OF!. "j WEB ~D~"'TANOAAO GBlelK 2.<4 OF\. ~TANOARO PLAn YAt,.UES PER Ica RESEARCH REPORT #1601. ~rIIB"!nt'l'forbearln~ocatlon. ~~1t~IM'/,'''~~~~A'e5's~~~ ~~E lOADS! ~JP~!ebraein.ireCllJl;:'ed sa-Intl.tvi.1" lIx.eose<l to !find toad IIP~ ed to fact , llt Gentnll Gable Detail", COO2065035 PI'lin~p" ANS'nPl 1999 THIS SIGN 18 THe COMPOSITE .eSUl T OF MU,T, HaAD CASES. BEARING; REQUlRE.f"'e:NTS .hown ,re based ONL.Y onthatru5&matt[llllItllach bearing. Loaded: for 10 PSF non conC\lrrent BeLl.. Install Interior sup.port{s) before erection 9 ~TING. BASED ON G~EEN LUMBER VALUE .<- 1.'0-14 T.,1I-1. 1A.lM} . rror 1..1-2 ,S.c.O 1.1'1 Z2-1-2 1.10-14 300.0 I. 1!..n.n 4 ~ S-HS u J: II-).,s 2 s.. 'I CONT SRG, 1~ s.,.. ~ I " ~l\..rl n ,o~ '11-111-12 I '0.00 , . 10-10..1' 111-'11-;2 I e I Il-H 19-1-<1 OVER 4 SUPPORTS T'l'PICAl. PLATE, , S-4 TI\lIWIl SYIllml Plalee Ire 20 III. '.mlel8 ,hown br -11'(18 gl), "H-(18 g.), or-MX"(T'\'IMX 20 g.) po.lUenlld pI/' JoIrIl Dellna Report. Clrdocl plllee IlnCl flllse tram, plale' 11'8 petllloned Ie ,hOWf\ lbovt. Shl~ gabl, atucl plale,lo avckf overfap wll/'l alructlJraf plalea (Of ltapl'~ WARNINGFleadall not.. on thlash.et .ndglvl I copy of/t to thl ErectIng Contrectol ThII ~.IIVlII foIl11 iIIl1vldllll bII~dI~a OIImponllllnlllrut.. ,)'tWI\\,. hII bOlln bUld OIIIP"~calIlIIlI; JlfCNld.d ~ 'lie ~~nlftt menufD.~. IncI doni In ICQOl'dml 'IdIl1h1 CWTtnlnralonllfTPt .nd mA. dll~ .\lndlra No tllpcn;IbU'~ II utllmld let G1m1ntIOl\lI,ewrlllf' Olrnt:ulltnltfl \0 bl nl1~1d 1Iy 11M =rI1l\lllfnl m&fIIlfD.clllrtr anlt'tr blIlilI'lJ ~llr~" PlIOI' ~ !R~"Uon. Thl buIldl~. dl~laner 11M! UQe1m ttllt the klll2t Illlllz.~ OIl till dul~ m4:tlar ..mdthe IQldlng 11ll9"1db)' ttlloctl bllll<lo, ClldlIlnd ~ PIr1leufat Ipjlk.I~on. The c1c.llJ1 I"llmn 111,1 ~ top GhQrd II !alt~.., brleed by h 10'{ tt 1;61' IhllllllllQ trill ~ bolllllllcl\old fllattr.tt btt~1lI b'J' I rlgld thullll~8 mlllrttl dll1l~ IWld. unlUl glhtr;dll nQ\ed 8radl\; .hOY<<llalol' Ittart! 'llppGrttl (lCUl'fQlltrllll!ltlllbm ~ \0 roilllQe blloldll1Q: It"Igd\. Thl, eQmjlO(llnt .l\1li IIQtlll p1I=od tl'1r uWonmtnt ll'IIt wtl"~K h moI.luf1 oanltl'll ,filii l'iCod III txeltcl18% 1IldI1! C'~K ~t~r pllW C01l'o.lon. I"lbrlatll,wllt ,n11all1Tlll bUGI tflln.i..ln .oeotdlnOl '/Ii" ,/(lINT OITAl~' ~ TN'WII, AN$II1'~ ", 'MCA \ ~Q. "!~II CQIln4 of t\merlllll S....Urd 0'11" RupQlU[blUhl, 'KANOlJNG INIT,lJ"UNQ N<<l BRACING MfTAl. MTE OONNECTllO WOOD TI';USSEI' ,H12-"llTMl HlB081 SUMMA/W SHEar by TI'l Thl TN" Pltlt t/II" iTPllII Ioc.ltd It O'On.Mo O~~, M.d1uII l'.I.clll'\aln mIl TbtAmtriIllllFoII.I.ncIFIPIINIgddOll(Al'P,l,JlIlgClllllltllil \H1 S~ut,tNoi,Sllaoo w..N~gton oem>>. Qty: 1 UPliFT REACT,aNrS) ~pport 1 561b upp()11 f 741b PP()rt 741b Supp~rt ~iS Ib Thl, truss It deSlsned 1JsJnt thl ueC~d' Slda close(!_ \,,, Truu cation... Net Ene! zel'~ l-lurrlcIlI\1I0ce!tlllnt.. N~-" Category II C Bids: Lel'1gth . SO DO It, BIOI Idtn. 20 00 ft Metl'! roal hel;ht iii 10 66 It mpn .. 80 use SlandarQOccupancy, Dead Load. 110 plI . '.1.\' SHIP W"IfUII1M'tUILfl: 1lJ.,U;MA 9i25/2003 Cust. DAVIS wo: 0"".C.dav4.,00OO5.,J00005 Oss;nr tlLC:II 20 WT' 248. TC l.lvI 2500 psf DurF"cs 1.=115 P=l 15 TO Oeod ? 00 pst R.p ~br Bnd 1 IS ee LIve 0 00 pII 0 C Spatl1'l8 2 O. 0 BC Oead 1000 psI Design Spec USC TOTAL 4200 psi OEF R."c, l/240 TO l/240