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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2007-7-12 ~J1--~"Vo LETTER OF TRANSMII I AL PROJ NO. FROM KEATING ENGINEERING L L C 1!9 E ",^,=.rrH AIlE PHONE ELaN:. aa;cN 97401 FAX . vara: (541) 24Z-<J613 =II~_;~I~-e: I RE: 0'1 ~ll IL. ,JV \.,'/' Ol rw~,..1G= 9~( DATE Stephen G. Keating, PE TO Keating E..;' . "" '. ~ liC 188 West B S1reeI Springfll!!d, OR ff14T7 JIL.-- 541-72&9995 CONTACT 541-726-9996 1'0 t\4 l-\4{ CI?-J (d.-t f) tc I REMARKS DISTRIBUTION NO. ITEM CONTACT. V'1-bt I \..J J9I("( t )' ~ 7~ 7 9fo) 3270 ,.pw At] Keating Engineering LLC 159 East Sixteenth Ave. Eugene, OR 97401 J!/.NY fi.'.;!I//Jyfi"',j' rf. <;{(1;MffflE.~~t1/~ f/w;, ''''II!/~)I'IJ/~ I.~I;'! ' ti&}iI.f~ ~~i I ";,,/,,,,,,- ,? Chris Page 1690 River Loop 1 Eugene, OR 97404 KE Job No. Project Name 07-71 3049 Hayden Bridge Road Category Description Hours Site Visit Calculations travel and site inspection truss uplift Engineering Services Invoice I Date Invoice # I 7/11/2007 1598 Rate Serviced Amount 1.5 I 95.00 95.00 ]42.50 95.00 Total $237.50 Payments/Credits $0.00 Balance Due $237.50 e I KEATING ENGINEERING LLC I PROJECT I PAGE REMODELING lli?OOI . 1188 WEST B STREIT SUITE 'P I AlJORESS 13049 HAYDEN BRIDGE - SPRINGFIELD SHEET 1 SPRINGFIELO - OREGON - 97477 SCOPE [TRUSS CONNECTIONS AND RESTRAINT DATE 11JUL071 I PHONE 541-726-9995 FAX 541-726-9996 1 1 PROJ NO 07-71 1 email: keatinqeng@msn.com I DESIGNER I STEVE KEATING I STRUCTURAL CALCULATIONS IAPPLlED LOADS I LATERAL LOAD I SEISMIC LOADS CONCRETE UNIT WEIGHT WIND UPLIFT DEADLLOAD 1 IN.A PSF 1.20 I 1.80 IN/A 1 I 11.62IPSF I lOiPSF 0.2-SECOND SPECTRAL RESPONSE l-SECOND SPECTRAL RESPONSE WITH F.S. 1.5 LJrL1V1 Fq- .AA~ l-oz.. C?~7V""'~ 4,-w V,lo..llli~) 11,,(,.(:. P'-!p /11!7~'~i 'if(-'JtJ (-Q!-- ~~f (l~f\)(\"~~)C~)",2-~H~ \""PO;c~ ~'~vr.-o (l~t\I)(I'O)l~)(..I,.~F") . !:k~c- fJ? )(1.0)( 'i) ( ,b& (-,<,) ; . (6) (lb) (~)C ,~& ,t..,-) . . =..==~-~-:;; KEATING ENGlt4IEERiNGLLC I :-~- 188 WEST 6 STREET SUITE 'P' I -- -- SPRINGFIELD - OREGON . 974771 =- ._~-- 'I PHONE 541-726-9995. FAX 541-726-9996 I ,- - - ~ email: keatjn~:jenQ@!msn;com I' PROJECT ADDREsS SCOPE DESIGNER ~0'? U Pt-/ff' ~rr'!'<:l1w-r c::.o'1 z.,o 01 - 00 f76 I PAGE REMODELING i 3049 HAYDEN BRIDGE - SPRINGFIELD ITRUSS CONNECTIONS AND RESTRAINT I I STEVE KEATING , the; 61g .4t2... U~l"lf"" . ~. uo'( .€t~ '.~tfN 'I'{ L~6'C5 W )4,ow - ~>.JlJS J:-Q. 10, . ..1,: ;\.: . ' < _; ~; : _ I. ~... - '(;~ :..~ ~-:. .;".i 1~: I.t ..,' . ,. .' t _'-! ~ . . r" ,_' .' l. ~ . . -. . - ; I -~. ; , ; '... . r.; \ , :." .. f. i i .1. ; : ~' ,_: l , :.. ~. c ".,). ," " . : I!. - <~, " \. . ; < '. . , .! . \ ~ t ' , . , . h ;:. < ; , . II ""EEl) Oooz... I DATE I 11JUL07. II !'HOJNO I 07-71 1 ~ f'-Ujtl!- W~ I.J~..!.. .~ " -.:.. -- _..~ I KEATING ENGINEERING LLC I ...=.- ~ 188WESTBSTREET . SUITE'p'1 'r'----~~ ..'- .~--_.-I::~IZ~:~L~6-;~R~~~"~6-::7: ~=-~--- -.----: lemail: keatinQens:l&nsn.com I PROJECT AOORESS SCOPE fPAGE REMODELING 3049'HAYDEN BRIIXiE - SPRINGFIELD I TRUSS CONNECTIONS AND RESTRAINT I I STEVE KEATING I 1\ QOO~ jSHEET DATE l1JUL07 I PROJNe 07-71 I II I DESIGNER 'V:7w-?@) O..J l)~IL, "'t \ 1-\ I l--\... i t)4-1-6 ~ t .-l~ I ..J 0 ~,,----------, / \ ,S-f) -. '.' r- IL'I c-I!' 'l' \.,- cc= iC ('.,c~( .: ! ~n- c:.-r. fL '. :,_1 \~\~....:::. \ IL.---''----... l" . ":. L n--~~ foy . " 'r~~ (J c;,,'I, o ~0)\l/C" (,." H., =(B~):v) :.\l~ ~l~ r.:r~ Ptf l'E:).-.\l1w..t. \JGt<<':tt- ~oJ 1\ ~o - \1~. 4S"t \\f r"y.. "''''<17 ~/f{~)(ZStl'j) -- ~O \lLf ~ ~ H ~ z . . ~-:: 1.- ~ / I : 3-~ '1i>J I i -".,. I J 7~ l'-tl~ t::f''5/iNG-- ~ l "l'./ uJl+lLS :+-cA-II~..H\ -- I . 2. 70 6oJTo~ ! o F FLCC<2- \ \ :, 0 s, 'is_etv'-- ~FU: . . o o I ,~. I '\ " Sg~ OL-l c., I. ID F\ I.-lr( F L"J I 'Del g G"u'c.. _.:t ,\-ob ~ ;< ~ I"?'l Pl.1 j/':../ . l1ihJ- "ocr V" r.;, 2"",# ~~A ,~EE.VCL 5,-~i::..~ilILeO I).. I." 7 I' ~ I TO'" P,-y (.../. lJl-,(; c,) ~f t-( '1 ill i wi/(;l.NF,IC>@ /2."0.'- o ,I I (l.,OOr I l(l'lfrm ~ ~ ",J SIte.+it+li,\G- I (ItJ( ~tIO) , "\11/)* ~ 2 L ~ES r\-S PeJ'-- PLMJ .JI --. .Jg.. l_== 1" ,. . \, ..... DELe Zy./f::, .J(\IISTS ""Ie.... "0.( , .' (' /Z'S Pft-N' / . ::JA: - j,- .. \ ~.L1..lS ZJO -,:. tJA>.I",cc.t.s (~ .'('J .. 1\ .{ Pv( C. .1', 'u..cs z.<i- fHlC--IL(IJ.,IJ) [E)~I'1 ~1~~0'h'1-( ;~ ~...J( "''''{I-J<F'<lw( 1 z.1:z. -o~ It [r<'Tf) D1- l"[1..\ ~ f e I . '-~~-~.,~.~ ~s.""""N(J ( Fcoo,-sf,eA-{-:<,oJ& ,Jd I /i-Q"-IILS' j~"1-l\<\J. .3 -..... :;;.jL .., i\.M'.\' f-.\?)W~..'L L<i'] 2.10-2. . llooo1' MECAWind Version 1.12 ASCE 7-02 Developed by MECA Enterprises, Inc. Copyright 2007 .~~.~ca.entewdses.co..El. Date : 7/12/2007 ' File Location; C:\Program Files\MECAWind\SampleProgram.wnd V: Cat: Exp: RHt: EHt: Ht: Theta: L: B: Kzt: Lambda: I: a: 2a: Simplified Wind Load Design - MWFRS Basic Wind Speed Structural Category{I,II,III, and IV) Exposure Category(B,C, o~ 0) - Method 1 per ASCE 7-02 100.00 mph II B Ridge Height Eave Height Mean Roof Height of Building Roof Angle Length of Building(If Gabled, along Ridge) Width of Building(Perpendicular to Ridge) Topographic Factor! . 30.00 ft 20.00 ft 25.00 ft 26.57 Deg rees 50.00 ft 40.00 ft 1. 00 1. 00 1. 00 4.00 ft 8.00 ft Adjustment Factor for Building Height and Exposure Importance Factor 10% of Least Horiz Dim. or .4h, whichever i~ smaller Length over which Zone A ~cts on Each Corner ,............... /// // I'~) ..>/................ / '. r'/'/ /........ f....... Wind Pressure on Main Wind Force Resisting System (MWFRS) Load ABC 0 E F G H EOH GOH Case psf psf psf psf psf psf psf psf psf psf ---~~~~--~;~;~---~~~;--~~~;~---~~;;--=~~~~-~~=~~;~--=;~~;-=~;~;~-=~~~~; 2.00 .00 .00 .00 .00 -0.18 - 1.23 -4.07 .00 .00 Note: ps = Lambda * I * ps30. Directionality Factor (Kd) is not 'an input during a Simplified Analysis. (~/"Pe/S /t//rz:;r'---- /<!.J1Ih:!/KT /I .Job Name: lero SR(;. X-l..CC1\D.CT SIZE ~'D 1 0- 2-.12 lD787 S.50" ".5.. '- 3(l-'J-4 22:%5 $.SI)' S.9G" llRC R.fQtl1RlJoiEr{TS ~~~ u.. b35ed {)>Ly on tbe U'U.s ..~t~rh.\ ;It ~cl1~ring ~6~~W:;j~ll> ('L~b ; LC 1 L- -0_ 55' [)., -O.3E- T.. -O.~)' (JlIT(OL~,,~(.C; Te ..:....... .1 Tl''l1..(!::lJ..) <"Sl 1-2 _40~U .15 I 0;11 1-3 _HtH .n I n.l~ \.0 -'lIJ~ .l~ I 0.61 \-, -'!1H .UI O.!l s.~ _~g1J~ .1$ J n.!! ~.7 ,,'~11~ l.t' I o.n 1.8 .'0411 l.ll ,_ ~_~, !-q .471):'1 ~.H I n.u g'H .~l<'~ l.ll I 0.10 ~ ll.n 1l.U D-l.O -1"4't-:) L>.U U.1] v.u uu U-l<) 211--11 CDIlI' w..)( Tlns.OUl.) OJ I )IllS1.:U 0.77 I H.:a.1.t1 D.'! 1 ").JI901.11 0.41 ).im;i:ii i:Cii i S4<l11.1I 0'.t:'5 i '......'L)l O,'J I "'-'LU 1.1\ o.n I 4N061.11 O.l2 i 4PU;5'.1.11 O.t:! ~ 7'D '.u Jell 3-1"- ~H H> I-H I-a ~" '-H "1& ~:~: '-H ~.10 (Do'f' - (rM~-ll -lH7tI.1l ;. ;: -<";.E;[l.lS);: -lnl(Ll~),: .un.15f:: -HH(Lnl:: nM.."OO.,) U1 . 0.01 SlG'lg-.ll~ O.SJ 1~~,'di5g:a . a.Il HQ.:l.p)a.gl Q;Ol llf>J;I.lljO.1l U1l.60 0.01 Hll,Ll~ 0_65 0.10 l~~}1li:m ~:~~ lon,l.n) O.l~ ~ .o~ -!'l~n_u):' ~ MOSHOFSKY t><,'V~-"J TRUSS 04445 Northp-ark Dr. Co/c Spr-ings. CO 80907 TRUSPLUS 6.0 VER: T6.5. 'JtJ.f9 1f111}1:0 M. /!,) , T-C 2:><8 DR IJ 2>:5 on 55 3-B BC ld2 DFL 5S 10-8 ht~ PH. 51 ANC\IoRO h{ OfL ClIt6TR }-14. Is-a SCAB ..xl,OFL 55 lR""-/IiX: tn.JSS' ~l~H ,,~l"'l!s ue Ilan'd ~r1 ~~~tl~~l~ ~~o~~ :~;"~~rj~ ~~...fr;b1~3 'tIo~nts us ER~1601 ~ndE:SR-lll!.. SOBCs) {[;rosS'~hil.l;d1o:t-d aru~ to b. sane siZ1l . ~ !r~=b:s(r:~ i~C~'ff.~~~~~~.Fhu~ -~sn~l~~t:ri"~~:~~~g;r~t ~~i~~;'3h Imless not.ed ot:~rwi~e.' . Ora.lnao;liI .lIst bo! pr-cwidg.d to ~V(licl po-n.d1ng. ~:g~ ~:~~g"j:o~1r~~d ~~ ~~~rroje ~,:~tP.NHG~"~.otffiWL' L'.l<~J't .'lI~'J"'<' 4-PLYJ Si"pson ti.o' '505 ar ll'lll-iYalmt ~~~~t- ~~~~. {rJ;5~Op ."PfR roorly' webs and <honts ';-ienout tie-in l-.o.ads ...af ""5"" sos H:f'1nr.; Cl ..... a.":. 'l1S'tl!la.cl, ar ..ay "..... 1M II.a.115 0. (i" a.c.;n 1;!)~I"5. (1u..;t'@r 5U~s. if ~N:nrn, ilrE t;o~ long. T 'T' 1-Io .-5 8, W50tl R:2D787 U:-2255 €-12R 11 4--4.13 4-4.13 12 " rl '? r--;- ~ . ~ :6-'8' 14 '?I~ ~~ TYPICAL PLATE A-TT!": DON /-'10 O~ r:b7-1Vl1 T TrusslD: LER-Z3 4 ~sl"ned PEr ..../.SI/TPll-ro:::J. . Th~~~e~~~~~ ~~d~~ll(~~:~J "lB~ r~i~ tlI-.sJ.;Mr rtll.];t :":;C:O'JrTt fur Uds. Il:efertll J~.tnt QC OGtall St\Eet tor . "4.IxiIU. ~ot<:tiCl'lal Toler,a1lU! used TIllS OESIf;N IS THE ('()IlPOHfE fU'SUlT OF ~LTIPl..E LO.l.Do,SE.S, , If IWUItS ARE IKIICA.TEO CtI TI1IS oo..o.lIfHIG. 1l-lEY ARE BJ,SEIJ Cf'I' 1.5" IWQR PVl.1LSFOft l-PL'r' At<<> ). llAN::iER -'tAILS F1:)R 'H$l.TI-PLY GIRCt:RS. If l,}" am r{I\[LS ARE. USED, THE fWKHIS .-.J5T BE RE-E'''....L'.l.ol,TEt> {BY OlliERS1. " + ~ ~ t- .. .. .. ~ .. .. .. _ .. .. t- ~ .. .. .. , lLoilplIUl':r"'sh<:7!W1 isfQr.F\.F10Msan<l poil1t 10.llds '<.on...erted to PLF lNds only. COf1C."tr~t~ lDads ~s.,. ~1f.dfJ;trlt<.Jted tc e.ldJJl'lyeq-lall)'. "'l,Jlti-~lywi,th~l':rs<ur' b.as-nJ on h'""1'"r n;dlJ; usir'lj) 300. n;nH 111". !_~~ c~:1J~i~~{'fHt<'tltc- fQ" ",jll' lQ.lds frcn the,.b",d. polys, Cl1Str1.tl<.lteo:l 5j1ftZl, <l.rauI\dUl... h;lt1!1tr 1n tile dnrd.s. Uu ~ ot:ner .Il~""...ed detail (~Q'\:N,(Ur l~~~~IIoIU#fEU~~tJrro J&r~HE Ell mo~T -'J,() 2....0: Fr'.cr EQ!i,l,LlY (1UTAL I\AJU OCXJ8LE TllE AIOJN'J -Sf-(lw)J). - Hod .. lad NAlLS, SD::S . 5.iO'1Js<m 50S so'~_s .l.r ..-llr~ill;n&~~~~;;~R~. [b.: ,0till!r-sL + +- .. ->- .. - .. 0 c 0 M 0/ 9 '" '? ~ 4 0 ~ ~ ~ . " N N " N 7-0." , " 9 W ~ H 1(.1..1~ C"~-:l. 21:1:,,-) - 00 "tiS. &<.lilding DesiQMr ~".idoi 4dequ~:e ~:olrlnQ 'oI.rt'.Ol ..l\4.Ahl;hor-'"'9.., ........... ..- .......BE,o,RtIJ:;AJlEJ. RWJIR~........, fD ~Q~'Si1:";-"___J~ln Siu -or- ~fn ....r.~. l/Q_ 5./8; 'o-...~. 9 33.2sq'" 6~LrfT~~(S) :0-'S-L5 j }S.&:S~l" '/SUPPoft _"binlo:"nd NM--'l"'fnd ' I 1: -U5S lb I. /2 ~2U.7' lb ~ lh,is tnl.!;" is lIiis1!7led U-:s;:r.:lng E: .. A5cr7-01 fl'ind ~eC)ficnt a\dg b1c.1os~ - y~, u.p<j ar>ce F.a~tor _ 1.00 /Tn.J~.slo-c:.a.tiGn~ No~.rlO"~ .' Hurriun.j(ke= Une NO'. Exp ut..gory _ B Bid!} Lf'nrll" &0, ft._Bid~ )jldth. Bel.OQ ft ~e.aI\!'Co hlt~. h, ~ 21.67 fl:, ..~h ~100 TPJ Standard peney, D.1<J.1l' Lcud _ 10.2 p.sf D4.'s'lgne<! ~ in llin<1 foJX.e ~5iHir.g SyH~ -~i"".._J027~_S-<lf( C--~------l.{J.O.U U\,;>t. ,j l O::Ji'-'~ L.....l,JJ c-- _________ .___ Ojl" L.Plf L.Loc: R.Plf R.Lo~ LljlL 1C "'l!rt {;4.00 0- 0- 0 6-4.00 ))~ [}.-'J 0.78 s.c Vert: 1208:00 0-.0- 0 l2();8'.OO H!- I).. 'J O.!S Be Vert 139S.QoJ 18- 0- n n~.oo ]1- O-.J O. !-!f oc-:~~~_. u56~ 17~'5~o La~~ Fast.en~r - " tn lieu of the nans specified, 1/,4")\ 6" St~pson SDS screW5 m~~c be u$ed to M 9.attal:h each 5c..b Inst:all the. 1icrews "''- I.r '0 C, , qEAOl ROW, 2 ROlolS, per 5i..pson s~cific;nion5. In J ;:;:add1~;on, clyster the sc;,.b ..leh thC!s-e 5cr~ws as sp~'C:lf-i~d~ elesur -.r1th'irl U" ~f the 10C4'tl<H1 :shclI'ln. ,l,1.10'l\' :::.:; .;...;1n. per :sere... -:-l and,co not Install an,.' scn:'w'__ ~lo:s.er U....,. -]" from:the chcrc"edgi~. -- EQUIVALENT SCRewS,MAY B= USED. '/:THOt'1l-E 5CM(SJ TD':-,":lc::"","..;t.; LOAD fACt:. 7-B ~.. '. X;)<..XX;<Y,;><cX.><lXAX.XXXXXXXX,/, ",'[ 8-12; >-,' 7ct4R. S'=MXlI2-1B .- . e.-~2R ~3)s~Jfj-l A.~!>.CH Tll. E,SCAB(S) TC.ll-!f-HCN 1250. b "".0 J -;",17.. 6.s, '5"'-,,-- R'; ll'~ ,"7;1'i ,,~ ~ ~ <Ii' Co ~ - N 19 ~~ "I... N i~ , ~ ~ . , ~ N ~tr ~-- ..l.irt-... 0"" r,.,....l ]f.,.. ....Io-u ,...--- Ii?' .". 'IN b:I" J;<I .... ".ItS'"" r-,_1lS Jg,"" OJ..f"".s:r u'~, "'- .upi.... ",.. ~ ""r'''Yfr'.r..i ~,n g.. ..... -Jr"'ar U.p. ,__ T.-.-l, _..tl_....,-r .lc:{..-r- llot",n~. d'l'd'" phl'to"'_"..l.. "'-" "'Jotn.... ,..,rl~ &J' ~ lovor. S#-/h~., rl....l..l.t1I. ho ...y/d --.dy ...It!. rt.---~, ,.l4tu (~.tyl.o)_ --wARNINGRead a" notes on this sheet and give a copy of It to the EnK:ling Contractor. nil _...ni. b-anlt<l"~J8'b.J,jn~ .,...,.".,"""'"'" "".. ,,......_. ...... """b_d cn'f"'="""prm"o.lo "1 ltl."""""p,""rt""'o.....,tur.. 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CQ.....<tn oLnt""""'..,", fl,,"~, ,.I'>tIt, "1Oj1 '1"11.-.01 n.U'JLOI"o.oc:rr.Io;n'...rt> \>_ k>i~.......; 1.!:II1'>l_ '..Ioi... ~dC""'"g Oo1.llh"......- .....1......, .~",I'<<.", I","""I~, '~vrp, 1'. \\'7t;A1'.w-..T......,-:o\.O'ci'.I,l"""'.Sb""'"'~[l..Q, ~.....b'"'".;.UiLD,.G-.COMF<ltE!1T !Al'~IN"Q'lIi...llOJ-.i._ (~'1-<<J:,...d8C'S'S-.......jlOJ'fY 8fEf~.br.ffTC...."l lPl, Th.r"'..",....."l'tln.llPl:.Ia'''''OlU 01~ [)'~ol", Or>-n, Mad""n. 5 2 'U""III.., ~j.'lt r... Arno,I,,,., ~.....'" ..d ....' I.'Lno.lbn (MP"l;' ""","d >111111 w-. Sl_'. NW. ~ Ill!. ''''_I~..nc ~L:O:I.Ii. 3;~ .C T 1~ LOAD ~ACE.( 62 W:5M R:22:366 U:-2-427 21 OREGON '<- .tt'n.'~ -'\<(.. (; ~ \.. E.<P_noMIlAI'F: 11f31/2007 4i19i2007 ~li.;l ~ . , r ~ (us1:: 1ero;'" wo; Dr,ve_C-OI0907~lOOOOS_]OOOOl Osgnr: RC _ 27 ',(T: 5ZW TC Live 2S.0C psf LiveDur L-l.tS p..].15 TC Snow D,{JG psf StlO-t.(lur L""LI5 P",1.H Te Dead 7".00 psf Rep Mbr and / (OIt,P J Tens ae li...e 0.00 psf LIS J l l{J " 1.10 Be Oeoul 10.00 psf O.C.Spacing 2- 0- 0 B';dq Cad~; rRC-2003 DUL AATJO: L/240 TC: tJl~ . OJ m, z ., CD -< '" o '" :r: o " '" ~ ., on C OJ '" en. "" 0> . '" <D <D o "" P- " CD <D o '" " ' '" .-J -0 P- o m ~ "" <:> <;,J\ X r) i'1 I KEATING ENGINEERING LLC I 1188 WEST B STREET SUITE 'P' I I SPRINGFIELD . OREGON . 974771 I PHONE 541.726.9995 FAX 541.726'9996 I I email: keatingeng@msn.com , o} P~JECT ADDRESS SCOPE DESIGNER I PAGE REMOOElING 13049 HAYOEN BRIDGE - SPRINGFIELD I TRUSS CONNECTIONS ANO RESTRAINT I I STEVE KEATING tEET II 0001 10m I 11JUL07! IlpROJNO I 07-71 I STRUCTURAL CALCULATIONS I APPLIED LOADS I LATERAL LOAD I SEISMIC LOADS I CONCRETE UNIT WEIGHT IWIND UPLIFT IDEADLLOAD I IN.A IPSF I 1.20 I 180 I IN/A 11.62 PSF I 10 PSF O.2-SECOND SPECTRAL RESPONSE l-SECONDSPECTRAL RESPONSE WITH F.S. 1.5 ./ . =-,.,-=:.-----;, I KEATING ENGINEERING LLC I :C-.c.- -== 1188 WEST B STREET - SUITE 'f'"' \. ---_.._.ISPRINGFIELD. OREGON - 974771 =-----== I PHONE 541-n6-9995 FAX 541-n6-9996 I ~ r email: keatinQenQ@msn.com I PROJECT AOOf'lESS SCOPE DESIGNER 1"f'J00 Uf't-Ifr'" ~e1....r;- c::.c'-") ~o1 - 00 t1b I PAGE REMODELING 13049 HAYDEN BRIDGE - SPRINGFIELD ITRUSS CONNECTIONS AND RESTRAINT I I STEVE KEATING 'ISH..J) 00 Q 1- I DATE I l1JUl07 PROJ NO 07-71 I I L!~\..\K PG'f- /)h~ 1-0 z, ( ~'?-J""cr ~w Ul,J~ ;: ) II ,(.. Z. pt,p '10 b\H'1?1 'crt.-o;; ~,... ~~f (1 ~ ,. \)(\ I '~l.) C ~i: ) .. Z.~H ~ \t-1rc;E,.-, ~ ~v.a-o (1,}<\l)(It:1)(~)(..!lt F~) . IHr, ["J? ) (10') (?i:) ( ,b& F,(,) (6) (10) (~) (,116 t,e,) . z,. .' 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"'-iL "7 pv...\-.i 'E)'?-il'1 lIOOO4" \i . MECAWind Version 1.12 ASCE 7-02 Developed by MEGA Enterpr,isesr Inc. Copyright 2007 ~,;w(". meca<=n teror j ses. com Date : 7/12/2007 ' ,---. File Location: C:\Program Files\M8CAWind\SampleProgram.wnd V: Cat: Exp: RHt: EHt: Ht: Theta: L: B:t Kzt: Simplified Wind Load Design,- MWFRS Basic Wind Speed Structural CategoryII,II,III, and IV) Exposure Category(B,C, or D) - Method 1 per AseE 7-02 100.00 mph II B Ridge Height Eave Height Mean Roof Height of Building Roof Angle Length of BuildinglIf Gabled, along Ridge) Width of BuildinglPerpendicular to Ridge) Topographic Factor 30.00 ft 20.00 ft 25.00 ft 26.57 Degrees 50.00 ft 40.00 ft 1. 00 1. 00 1. 00 4.00 ft 8.00 ft Lambda: I: a: 2a: Adjustment Factor for Building Height and Exposure Importance Factor 10% of Least Horiz Dim. or .4h, whichever is smaller Length over which Zone A acts on Each Corner /~........_- .//'/ .")/"-........ ,/ // liD // /" (~> ./.~-.,..... ~ ., .' Cl;l) Wind Pressure on Main Wind Force Resisting System (MWFRS) Load ABC D E F G H EOH GOH Case psf psf psf psf psf psf psf psf psf psf ---~~~~--~~~;~---~~~;--~~~;~---~~;;--=~~~~-J11..62)-=~~;~--=~~~;-=~;~;~-=~~~~; 2.00 .00 .00 .00 .00 -0.18 ~ 1.23 -4.07 .00 .00 Note: p9 = Lambda. I * ps30 Directional~ty Factor (Kd) is not ;'an input during a Simplified Analysis. C,nJeIS /o//"t"'itf'-- ';tJ19 #l1' tjL"v !3/.? . /;5) , /!ftlhYkT /I Job Name: lerov ORG x-u:x: REACT SIZE ~. 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'4471.10,'J 4<Ull.} 0.71 ~(l.f()1i l.lJ 0.8:2 '4{)1.41..1.110.tl ~ 2.,U 1-lJ J-H '_14 +-14 4-H l-n l-H ~" 7.H 7-18 ~:i: 9.19 ',10 ~jl~~ij} ;: ......,.~11.1S),: -llllO..l)},: .un .l~l" -HHn.Ul:: lll'G.':DOl.> ~t 0.01 Ul~R:W g:n nUl'~I.11S 0.'1 0.11 IU,l.;1.11)1l.g1 {l,OI IH'l;l.llj O,H ~'>I.60 0.01 ~21I,l.n O.U D.ID l::r.:~:m g:~~ lon,l.\\) 0.11i 0.01 '~~lGn.B}:' ~ MOSHOFSKY ",./,,,- ~/j TRUSS ~~45 No~thpark Dr. COfo Springs, 00 80907 TRUSPlUS 6.0 YER; T6.S.~2 T 'TO 1-lo r<: hB DfL Il 2:>:6 Dfl 55 3-11 BC lx12 DfL 55 irE 2X4 DFL STAIlQ,l,RO ,... [)fL.OJ~ 1.1-'1.1~8 SC.IoB h:12 DFL' 5S IR'"-1IBC truH phu ",,1<185 ;loll! buf<l (In ~~t1~~I~~~~~ ::P<l~~"f~ ~~.tHib}~3 doc.tnltnu ~ ~-Hil)l 4Ild ESR-llU. ~(s~J~~:s~:;t~ ~r:~ {~ ~ ~~h~r u", '.s.n,b.! (l e..t, heeJ if irxliuud. Uw ~s o~; ~~t:rr ;~. ~~~g:r~i: ~{,. ~~ ~=b \Jnlcs:snotJedott-.erwis~.' - Dr;llniUjlQ lun bl! tt!'O'VidQolj to _>'(lid pcnd;og. ~:~~ ~~;~g,,}:Q~ii~~d ~~ ~~:r~~ol~ ~'~~I:'NnG~I ~ 'n?fl:~ -' ['liDO}!. .,.~.. tic:" 4-PlYl S;"p~o~ 6.0' W,S Dr t'",U;"..l.nt t~~~C-~~~~ (ra3S~Dp.'P{R FOOTI" lo'd1) and (honts .,ithout tie_in loads lO3y lIse 50s SCAIO t 204" I).C. 'nst..a.<l, or ..ay oJ~ lOll f\.;l'h #,s" o.e. in h}"..s. O\lSNr scr",,"s, tf ~I-oown, .;I"" f..V. 10/>9. =s., -4-4-13 ...." ..,1" ~ " N,,,- A-')/l'I,' DON Moo"-t:.. 1-tP-lVlIT Truss 10: LER-Z3 Puigned I)t'r Ap,sr/TPI l-lO:J:; . Tl1~flt:e~~~~~ ~~~~(I(~~M~) .1B~IJi~ 0..510;01'" nU.n ac.c~m: fur Ulh. Refer to J!)ir.t OC {}gull :Sl>eet rot' 1ot.UiIIlIADt2.t-ional Toler'~u5ed TIns DE:SICN IS DiE COlPOSITE RESAllT OF I4JLTIPl..E ~O CASlES, IF HN'a.RS ARE. IltOlo.rEtl Cf( nns I:Il.AYlHG. T1iEY ARE ~SEll Cf'l ).5" IWaR NA.1LS FOR I-PL'1' "-"<<> ]" AA~ER .'tAIL5 FOR P(1JlTl"P\.Y GIRtERS. IF Z,Y' QJN NAlLS AAI: USED, THE fW'KERS ~ST SE R.E:+E'{,o,LtJAIEtl {BY OTIIERSJ. ~+...~~4..~~.~~...~~, ~il p.l'tterll :JhO'/ll\ Is r~r,PlF l<lOllo's &no' point lo..ds (.O,'lVertltd to r>Lf lO.lds o"ly. CO.-cattrOilted lOoaJ:l~ /IIl1S1 ~"' d'-Hrl~ted to eoIdi ply eqw.lly. P(IJ1l1-,ly ...-i.tr. Nnilltrs Oil,.. b.lI~d Qn hang...r n..11.s using 300" O;3\ls nino ~~t?~ c~~J~i~~<:,=," ~?"_yd,,, lQ..ids frcn the'Nd. Plysl dlstr1b<.!Ud syrtzl, ~r"urnl tJ'i... h~!1'!r 1n tl1" <::ho-rd3, u,"' ~l)ttll!t'",~N:l'{eddetall (~othersh- I~k~~~~sff.:U~~i.J~ ~q~e E.R mmr AKl BAa FM:I EQ{hl,LlY c:ror,l,L NAlLS OOUBLE HIE Alt::tJtll '.i1OOt). Hod .. lOcI NAILS, SOS .. Sill'Clson S05 S(N!"S .1.~r ~lIr~~t.;flt.n~~~~;~~R~. (b,: cU1ersL + + ,~ , .. ... ... 4 , 0 0 '? '? .; . "/ q q .; ~ ;!; ..\ .; " " n.<en 4 ,.. .., 2.S..(R o ~ ~ ~ 0 M " 1 "I ~ :;; 0- i: N N 7-n-<l , . ~ 11)..14 3.5-5 ,., .., ~14 rl~ , ~ ~ ' , ~ LC\6.D FA~E ,( 2"i . . . Xx..x.XXX;<X:X.)1XXKX>~XXX . B-14R 10.1i "12; 3-7 7-14R S=MXl12-18 h __' B.12R ~3ls~-1~A~AOi TIlE. SCABCS) TC. THE. HCN 12'" ./ \... "'../}.., ';\ 1:7.. ~..". 'S~.....V 15 18 -,~ lIS - hi rl+ rl4 rl~ ~~ "n 1 r-. .,. 0 'f .J.- T'"" T'"" N l'< -i , I 7-"-" 2 " An ~- ..l...Us '.~' '___I :n~. ....1....... ~..,. ,... t'ot" Jon" 20f $'0,. "jj:S"" '-.liS 19 QIlI., OJ. fwo .r:r U QIlI. ~ 01.1..;.,.; ..... ~ "".~ r- '"""'" ./'If.... ...,. .Ir f... 11... f___ r......-I. ......01.......,..., .Joe...- :>.r.n ......u. Cfrc'''' ,hra-._ (",10. ~ ,plor.... .rT ,..ri~ ~ ,J.h,." --... .sl>Jft-~. __ ..l.ht. ",. .......t ~~,y ...~ rt...__, ,.14tu ._ ot.,loo). WARNINGR~ a" notes on this shee' and give a copy of U to 'he E~t1ng Corrtractor, nil ....;g~l' "" .nl(<l"~"'b.f~n~_"''''n''' "".. .pI.... """ ....C b_<l <n'poan-""..m P""tl... try""."""""",,,,,,, _nc...."""'" ..0....,. n.a:onl...,....f~lI1.aJll.""..,.....,. U If'l .,~ 1U'P.......-;, "",,"rd.. to<l '...........-,'1. ..."ma<l.....<l.....".,."I.D3.A1l~. 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Th. r",.. f'l.... ...!tIn. 1T1"l:. ..I......' .1 S&:l O"::k>orMo co.... .....~.." .If..........~~~l<i. T..........."".. F<r<ot"~"_,~u"cIolbfo(AfP"'li, .......... .11" ''''''-!ll_I.M't. ~'fIl.W_I~t>,nc1iXll~ 4-PLYS REOULI:!:EO 1<l,OO 10.12 4'; rl 3-7 81 W:508 R:2()787 U:-2255 ~-12R 11 4-4.13 4-4.13 12 rl'; 0- .. , ~ .., 14 rlq .~ ,. ~ TYPICAL PLATE: C"'I" a2:)")-oO"l7C30 Qty: 4 ll.uildif1l~ OUiQM~~".j~ .mMlU<I:e bl!..rl~ UQ.3 .a hcr~~, . ........ ............0/"" ARE.< 'WJI""',...... rD ~g-Sin-'-____M-in SiL" -or_ \ "Iln ....rl~. L/Q-S/S -Q-,\.9 133.2sq'" A~l[F.T(}-~(5):O-S-15 j3S.&3Qln SU~Pl)ft ,"ttinr."nd "lD<1--'1'1tldj. r -UH It> ./2 -2Ullb Th,lS {"uu 11 li<:si~0:4 U'.1Z;lfll1 tnt': ASU7-0l .lml 5p~oTicn.1 Bldq U1l::1D50!d - '1'...., DoP;9 liIrKe f.octor _ 1.00 /Trvu loutiqn. IJ<.>t JI Z.:m. . Hurri~l!Olt1 UI1It. N" Exp u'UllO>rY . B Bldg l"nrh - W, ft. eldg )/Idth. 80.00 tt Ple.il/\ NlC 1'Mt, ht n.67 f't, .pl'> ~ 100 rPI St~dud pant.y, Ck!a.d lO;oD ~ 10.1 pst Ooesig.-..d ;n "IIino'. Force ~Sl:5{j"'il Systen ~~,:;:. :!"iIlIo - 1027 5-Qft ___n:,'_ .-:-[61.u VUt. ..- ....,51...., l.....l,}~ ________________ Oi.. L.P1f l.Loc fLPlf le'l'l!rt 64.00 0- 0- 0 6-'-,00 llC V"rt: 12DIl:OO 0- 0- 0 UC8.00 Be Vert B91LOJ 18- .0- 0 139J.OO oc:'~~" 12s6~ u~'6?\ L6~~ H.Loe lL/Tl 31- 1>-- ,) 0.78 l8- o-.J O.l'3 ]1- 0-') O. ~.9 FastA!n~r w > In lieu of the na.'lis specified, 1/-4"X 0" Sil1p.son 5DS screlO'S must. be us.ed t.;':l ;:? 9.1.tt-ach each scab. Instill the screws ill 12- , '?EA.0l ROW. 2 HO'otS, p1'lr Si..pS.On s~c;fica'ticn5. ! ;:;"dd1l:ion. cl\J5ter the sC;JIb o:oith th~se :>crcws "5 specifi~d. Clcs:ur >rltlHfl 1.2" of the lcc.a't:1Q<l ~h<;orln. Al,low :.:: .;;";;01. per sen,... and.do net inst411 .1.0/ scr~. c:lcs~.. t.:UI. ]"from,the ch<:rd~d~:; .. EQUrvALENT SCREWS~MAY.BE US~D. nr}.Ul:TH~ SCM(S: TO~'dC::"NUh LOAD FACE. o.c. Ie 7.' 4.14 3. .C T ':>l-O B2 Vl,j':SV8 R:22.366 U:-2427 :2ll.~ ~ . , - M OREGON ~ .qy~. ~ '\ (c.. ., ~ \. El<P....m. DATE: 11/J112OO71 4H 9/2007 Cust:: '~"C'Y wo: Dr;v~_C-Ql090]dm-lOOODS_]OOOOl DSSlnr: .LC _ 2? \o(f: 52.().l' TC Live ~5.{)C- psf Livellur L-L.lS p,.l.lS Te Snow 0.0(' pst" Sno-..{Jur l..l.JS P~l.1S Te Dead 7.00 psf Rep /(hI" and J COTf.p J Tens BC liVE! 0.00 psf 1.15 11.10,' L1D Be De<ld 10.00 psf O.C.Spacing l- D. 0 B',d9 Code: rR(-2003 DEFL RAT10: L/240 Te: L/24 ~..:: CJl m, z -; '" -< ;:: o CJl :r: o ., CJl "" -< -; CD CO en en en "'- 0> co lD lD o "'- 1> " :n lD o '" " ;:: ~ " 1> C> m ~ "" <:> '^ X , " 'I , I KEATING ENGINEERING LLC I 1188 WEST B STREET SUITE 'P' I I SPRINGFIELD - OREGON . 974771 I PHONE 541.726'9995 FAX 541-726-9996 I I email: keatingeng@msn.com I ~~ PROJ~CT ADORfSS . SCOPE DESIGNER I PAGE REMODELING 3049 HAYDEN BRIDGE. SPRINGFIELD TRUSS CONNECTIONS ANO RESTRAINT I STEVE KEATING lloool SHEET DATE IlpROJNO II I llJUL071 07-71 I I I STRUCTURAL CALCULATIONS IAPPLlED LOADS I LA TERALLOAD I SEISMIC LOADS 1 CONCRETE UNIT WEIGHT . IWIND UPLIFT IDEADLLOAD I I'N.A 'IPSFI 1.20 ! 1_80} I IN/A 111.62 PSF I 10 PSF O.2'SECOND SPECTRAL RESPONSE "SECOND SPECTRAL RESPONSE WITH F.S. 1.5 , " \ lj_~. ~ ~, , , . . t ',1 ;..., .,];. . i- ~ . ;. l~!.:_ ~ ".''-..\ , ;: .' i. .i .. , ~ ' . '. ~ . .. . -~ I KEATING ENGINEERING U.c I __ 1188 WEST B STREET S.UrTE 'f' --~ ISPRINGFIELD . OREGON . 97477 =--- ... i PHONE 541-726-9995 FAX 541-726-9996 ~ I email: keatingeng@msn.com I ~v-h ~'1 /) f1--1fr'" ~$1u-r Vlo1 - 00 t16 I PAGE REMOOELlNG 3049 HAYDEN BRIDGE - SPRINGFIELD I TRUSS CONNECTIONS AND RESTRAINT I STEVE KEATING PROJECT AOORESS SCOPE: DESIGNER I I . I SHEET1\ 0 0 H.. I DATE PRDJ NO I .\JfllK PGf- ~Ub 1.,..0 z.. ( ?~S\J "1 It ~w VJo.J~ t) i 1,(.. z.. P"f 1'}1~V'TIci''i''?'f-r;tj f"?~' ~~f 'll~ f \)(\I,h) C;i:) p z.~e\ ~ Il"'\fO;r;, ~ ~1lf1li) (1'5,jj)(I~)(~)("(.,~F"') .,!H~ {J? ) ( "0') ( ?i-) ( ,G& ~,(, ) ..(6) (10) (~) (,~6.~c,) .. . v .. . Upl.\f-r-. . ~. i..lll'f I-..\Q ~~~ . ~""""'S -. , ) I , , oj , ~ '. I _' , ;, . ,;, -. i : '.~ ; -: . , : , . ". , , . .' , . . . , 'Et.~ Mt~ ~ t4-J '-Ti l,H}(15 I' ; , '" ~ < . <;, ' .' . :. .... 1) ; '.. ";!., , . , . i .,.. ,,' . . , ,'" , . Cvr &I~ #2-' l1JUL07' 07-71 i I ~ PUJrlf- \-J'~ -;j~ ~ .j .". , . '1 . , I. ;,.. , . , .~ -'~ - . . .' ;1- ---~ IKEATING ENGINEERINGLLC .... - . -- 1188 WEST B STREET - SUITE 'p ;.... ------- ISPRINGFIELD'. OREGON . 97477 =-_.... !PHONE 541.726-9995 FAX541.72&-9996 i ~ ------:..---...: I email: kealingenqtilmsn.com I " PROJECT PAGE REMODELING AOORESS 3049 HAYDEN BRIDGE' SPRINGFIELD SCOPE TRUSS CONNECTIONS MJD RESTRAINT I SHEEr 1\ ooo~ I I DATE I' l1JUl071 I PROJNO 07-71 I I I I ;bESlGNER STEVE 'KEATING \;?W-m>) O..J r)r:rth L, &i \ 1-\. ll-\:.. ; 1)4--l,& ~'-.l c ..J~ I "J 0 /..-------..-, (S -( ') ~:+E-/~(L T-R-i~-~-;YS'i~-i~_ j';F;(\..! ~ Y\ '--=------:--~ .- . v--........-~/ "..- ~\'''~' . ~G'-~l....1C fay ~Sfrn. P (" ~f " ~b)\~<f t/ H., =(B'O):v) :.\l~ ~\J ~\<V) ?tjl'f::}.\'hL.-4.' \J~<:t'-:- ~,.J 1\ ~o - \lG' "lS't \\J: f.,~ f,oIv'l7 . V(€1)(ZStl'7) ~ \;1,,0 Ftf .( _~ ~. " /~ 2.. .. 2. . . i'-- Z. I': - 3-~ '1oJ .. 'i -.... I , . I .,.. M'V .!. ","I~;" NG- . I .,.t.1 "vJA-cLSj>{-&A-IIHl"- -r- \ . 2. "7D ooiTo~ " 0 F R..CC{L \ \ ~6 ~'fSie",- ~ Fu: . . o IJ I 1&< I '\ ~ S400t 0'-". (., T. 1lJ F\ t.Jr( F vJ '. I 'lid", 1.2 "o,c. . _ .:t <rot -!l;< I'E} ~ 91.'{ ,c../ . 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Wind Pressure on Main Wipd Force Resisting System (MWFRS) Load A, BCD E F G H EOH GOH Case psf psf psf psf psf psf psf psf psf psf - - - ~ ~ ~ ~ - - ~; ~; ~ - - - ~ ~ ~; - - ~ ~ ~; ~ - - -; ~;; - - =; ~ ~ ~ - 6~~ - =:; ~;:; - -=; ~;; - =~; ~; ~ - = ~ ~ ~ ~; 2.00 ,00 .00 .00 ,00 -0.18 - 1.23 -4:07 ,00 ,00 Note: ps = Lambda '* Directionality I ... ps30 '\ Factor (Kd) is not'an input during a Simplified Analysis. (~~e/s /<.//r?r'--- ./!ff/I//:!/W" rI .Job Name: lera Sf!>:: X-Lee REACT SIZE RB::' D "'1 0- 2ell 20787 5. 51)' ~.S4. 1 30- g- 4, 1236& S; SO' S.95~ Eke RfQUlREJoEN1S shC/lMl u""' b~~e~ ~y {l/"] t~..o!. tl"tl:l.S u.urhl :It '!I:lQ bIroIr'...g ~6~~ffi~~~& ((L~b : LC 1 L~.-0_S5. Do> -0.3E' -1- -(J.S]' CJlITto.L/'ID"W:I[f.f""l'I(fi: Ie (U'iI"qj' J l"EV'\..(W..) <:51 .-2 "OW9 .15/ rUI 1.-, -.'~H .n J oca l.. -5111~ 1..15 I 0,6J 1'1 -jan( 1.U I D.!! S_e -591J~ 1.H} 0.e1 6_] 'S~Tl~ \'.11 I O.as 7.S' ,sun l.ll I o.er 3.9 -oJ'lXlt,ll, 0',!6 R-10 -'J2l5 I,ll, 0.'0 ~ catr.(tJ;Il.)'. 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