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HomeMy WebLinkAboutPermit Structural Calculations 2007-10-25 ,~?: ..-'!"" .. \,;, I ! ,-,. , " . " , \~ . ,." , 4 ,,) .a ~ngin~~ring . "', '~October 25, 2007 Hayden Enterprises, Inc, 2464 :SW Glacier Place, Suite 110 Redmond, OR 97756 . UJ / I I / / " / K & A Engineering, Inc. ......, IJ\ 33?7 Roanoke Ave., Eugene, OR 97408 r, -1V .......1 (541) 684-9399 Voice ) }flIr tJ:M1VV" ,(541) 684-9358 FAX I" . , ':l/ \ 1):-r (;~" . Subject: Supplemental Engineering Calculations Portal Frame Analysis lWrtai Frame - PF1 .' The Jeflerson Description i! Project: 6.06 . \,~~ ',;:', , j:.. ,';'''~ '.. .' :";~,:~'.' " , ," -.c,.,i, ..... t, . . Pages 1-7 " .~ " " "~ .' , Enclosed are the calculations for the analysis for lateral bracing design 01 the garage portai}ramefor the subject residentiai structure, ' The site-built frame is 9' -4" tall from sill plate to double top plate. The attached calculations demonstrate the frame is adequate, as constructed, ' . Thank you for the opportunity to be of service. Please call us if you have any questions, Sincerely, 'CL-&- ~V Chuck Du Fault, E.I:T, K & A Engineering, Inc. ", '. , -, ,.",:,;~'<>'h 1(.'~4.'% .', ~~'-'~'I .1~' ~ . ...." . ..... ,.t' " .~,. ". ~ '. . ~~. ),t >0 'i.<;,* . 'tf\'~~~i' :, -;);."....il:~F .,....'.....,'.,.... , _l', ,~'I""l r t" .i . J:' ~,..,~j,"\~?f . , .', /"'''.~<:' :' ~a. " .,' .. . qo'~~;:i..:':;- '. - ~ " ; ,. _, l-_" t.~'l..:.-., EXPIRES 1~1/~ '. ' . , ,.J1..~7"' . ' ,;9 I , ' 'I. Portal Details - PF1 i' ( , The Jefferson Portal Frame - PF1 Details . 20' x 20,833' Garage ,16' Opening 6x22.5 Left PF Panel 6x33.5 Right PF Panel 3.125" x 10,5" Glulam Header Loads Wind = 2.61 k EO = 0.33 k . OJDL Roof = 0.045 kilt OJSLRoof =0,075 ,kilt '" Results " v,,: Max Tensile Force =' 4.03 k Max Compressive Force"; 4,53 k Base Shear = 0.58 kilt " .' \ Use Simpson HTT22 Holdown' Simpson SSTB24 Anchor Bolt 7/16 APA Rated Sheathing 3d @ 2" o,c, Edge Nailing Client: Hayden Homes Project: 6.06 . K &' A Engineering, Inc,. 10/25/2007 I;~ j Client: Hayden Homes Project: 6,06 K & A Engineering, Inc, 10/25/2007 Elx 2.61k. ,- W5 16 0; c ro 0. ~ ,0. 1ii ~ 0; :ii, ~I E o ci' -,' .. ~.29 ~--, , ~~4 n"';'\ J~f ,_...// -1.61 J89 Loads: LC 6, O.6(D)+W Results for LC 6, O.6(D)+W Reaction units are k and k-ft_ K & A Engineering,lnc:, CCO 165,07 I I I Garage Portal Frame I I Oct 25,2007 at 12:20 PM 16.06 - Garage Portal Frame - 9'-4" Tall.r2d Company Designer Job Number K & AEngineering, Inc, CCD 165.07 Garage Portal Frame Oct 25, 2007 12:21 PM Checked By:_ Joint Coordinates and Temoeratures ';1 Tp.mnrFJ o '" I.',," 0 o f~'.~'P:':':J'~""'~:' ,'0"_', o '0'" .'_ , I''', " '._ .~- L\,':." X Iftl o ';",.\ 0 -,~:' . " ..,..~ ie.. h' I I I I I ",',,\ I 1 I "2: I 3 l::Ihel N1 ~.. ~ ". '.' N2 .,,,; ;-' 'IT'"" e' '~" N3 '-' "''''' N4 f "', N5 .. 'iu, ,'l.~:;-.;. '~;"";; ..._. 'i .~;::., 5 Ylftl o ::tl";"_'~-:' 9:333:,' .1,., " 9.333 18 /~' 'i~;);'7/ ~~:'jX: .j'; . " E-' ;, t1';" ;,:':18-';~~:c}'~~:-r. ,)(:<:~ ',~;~~C~'~,; ~Jl\.;;~...:O'~,-. _I-"'J',;:,j,&} o 8 Member Distributed Loads fBLC 3 : Roof DLl I 1 Memhp.r Label Beam Oirectinn Start Mannitunp.fk/ftd Fnd M;.lonihlnerklftd Start Locatinnfft %,1 Fnnt or:::Itinnfft %1 Y I -,045 I -045 0, 0 Member Distributed Loads fBLC 4 : Roof SLl i 1 Mp.mhRr [ ::Ihp.1 Be"m' nirpdion Start M::!onitudp.rk/ftd .End MannitlJl"lAfklft d.. St::lrtLocationrft%l Fnnl nr.J:ltionfft %1 Y I -075 I -075 0 ' I, 0 Joint Loads and Enforced Diso/acements fBLC 5 : Wind) , I 1 Joint L ~hel N2 10M L " M~CJnihlCif>,rk k-ft in raei k*!';^?tftl 261 Direction X Joint Loads and Enforced Diso/acements fBLC 6 : Earlhauakel I 1 ":Joint Label N2 Basic Load Cases 1 81 r. f)p!':f'.riotion Floor DL 3 Roof DL I 5 Wind Load Combinations 5 np!c:r:rintinn Sr.I pnpl D Yesl Yes D+,75(L+Sl Yes D+':75(l+'S+'WIIVes i:f:~'i D+.75(L+S+O".iYes 'i06lD\.jWilIYii;< 06(D)+0 7(E) IYes I I 1 I 1\2."';' I 3 7 Joint Reactions. Ie ~,,11'1"'~'AI,:: :l I 6 4" .I:: '-6'" _, ,,', ,C LDM L Maanituderk k-ft in rad k"!;^2Iftl .33 I' Direction X CateDorv X Gravitv Y Gravitv .Inint Point nic:trihlltprl I " , I .'" " ' DL I 1 I , WL I 1 I .. ',i ," SRSS RI r. Far:tor RI r. Far.tnr RLe Far:tnr Rt r. F::Jctor AI r. Far:tnr AI r. Fac:tnr RI r. F;:u:tor RI r. FRf'.tnr DLI 1 I Y . :1'1' ;gt';i'r:C+'rf 't~, ~;";~'\ :!t'!',:H;::~C'525 """/""";::/WL../'''1:''.' ':.'I'.~:1' - ';;; i ':::t.,.'i"j; _ ,-"":~ "'rt, FI 7 ,nL Joint Label N1 .' ). <i,'''''';' .;:;:'t~-':N4'.,"":~:'~_'''-''';' Totals' "COGlfn::" ';: t:., .' ''('C':'_ x rkl -,995 ': "-1'.615';: -261 ,~c. X::9 ", yrkl -,199 ,:~~ ~-".894, 695 i.'( .. ,V: 8612' ': Mzrk-ftl 5.286 9237 J I I ','J RISA-2D Version 8,02 Page 1 [Z:\2006\6,06\6,06 - Garage Portal Frame - 9'-4" TalLr2d] 'Company Designer Job Number K & A Engineering, Inc, CCD 16507 Garage Portal Frame Jo;nt Deflections Ir. U ,~! I", :,'~. ';';'~'! I;;,;;:",;;,,:, I 5 6 1 I .~6,;I'1 ;,~, 06 ;~"('l}l, Oct 25,2007 12:21 PM Checked By:_ Joint f ::Jhf'!f X rinJ Y TinJ Rofation rrarJJ ",~1, " . ~": ' ,/",,;? ,',0~4'""", .. "I ' . ,'," .",;, ~ ',' ',"'.,"',' . :"..24~3e..4 N3' 029 1 . 001 -? mA.4 c, "~~::'':S \'::'",6,'" :'" .." !C',;':.'" ;'O~~"<:'" ::;"'''1' :",,' :'::I'>',,~ "'+:.."::;:? ," '''' ,?R~5~-4 ;~~;~i'~;:: 'J:u'~';n ,~':i'ir~:~1;: N6':\(;~;~"i:.t~"~,~n.~,;f!1-?\2:..~ \~\ ';:'{;:::;~;'~'?\1;\~'02,7.;::.-:f:;?(~~;-':' ,;-: 1(:I}~f,~!~ft.:;:~-~~\:"~001 [:it~1-_~:":~,'"": -,:,.::,1"\' .~-;,. ~2.372e-4' . Member Section Forces rBv Combination) l'i1r' I 3 1';:4,0\ .~~, 1 7 1 8:" 9 I ~~o; 11 ~;~ 1 15 Lr. 6 Member Label SP.C Axialfkl 1365 3 :j;:~'4::;~,:;':'~" 1.365 '." 5 1.365 ",,,.1:",, ":'," ,-.,199 .. 2 -.212 ,6 I' '.' :-,,_'_'1;",'.',' "'Lelt'PF,piitiAI .' 4 -.238 6. PF Panel 1 .894 3 ,868 5 .1 Member Section Stresses 1 Lr. 6 A){i:31rksil .042 Member Lahpl BAam See 3 3 :-~'::';; :'4~:?~',:: 5 .042 t 042", ,042 ':"'0,"::': ;'-.1"'-"" 5 .6',' I 7 1.\-8,' 1 9 1 11 6 Pi; ;,ik': 1:;',14'" I 15 2 -006 :';:ij;:}i;, [,':"~/:O-06;:;,'~ - 006 :~,A."" ~-OOW'''':, " ,023 PF Panel 4 , '5'-'" '~ ";',;'2:',: 1 ~~~.J/.2 '~~f';{'; r~~'~,: !-".j;Ur 02 3 -~\~f?~,:;'~~~' 3 ,023 ,003 Member Section Deflections LC 11,6 I 3 lA'" I,~ I 7 Mp.mbp.r I <'tbpl . Beam' ~P.r: ..- try,"'~ .,>~J., ~:. .,t'f:'~ ",.g.' \;~~,;,'~;;~ ':;.':.:; ~ ": -2 ~':. .." ,c' '-;' :1 -r' ,",. ~.-,-,.- . -,' . ' - '.:"4 ."'~" i .- 5 ~ I: .:: :" ,.1, . . 2 .-, ""L '. S'6' "'-1"'" .,. ,,-."' :'"felt PF PimAI', Shp.ar[kl 256 MomE!ntrk-ft1 ' 57cl I 1 -.438 I 1.119 2.965 -1'.679 9,237 1701 -1.119 I I I I I 1 -I I I I J I I RISA-2D Version 8,0.2 ! ,,~:,,'i ,_-",n '''''.'{ - 03 ", ':'"' 1.7:1' "-"";,,,, ," ,,," - 316 ., ;::995," ,995 .t ",'"995 ,995 1.615 1.615 -1,924 !.:::hp;'Irrksil 012 " ":;'t~~,;\::\005ii~: -.001 " ,0008 - 014 Ton Rpnrlinnrk!';il Rnt Rp.nrlinnrkc:.il -,n1 ",,05:1; , 092 121 I '.~~ ," : Lj~::~~;"',:-~I;OFi~-I;:~~[\S:~~1 -092 J ~,::](.i1~:'(~f;~i!! 004 :.(~~j~L\ti~~::l -.234 234 .026 ',,' ,:;026: 026 "" ,..,063': 042 o i;,:-:-;:~~,:': ' -' :;,",;;:-:'~:"-I'O';i,:;:' ::;-:j'~:,J~- '0 .', ',' ' :" :0": ,": ::Ci o o o o ":r,'~~::~i.i~ J~,~ 04 2 :,: "r"'~'!~::ti~ :-J .042 o ~ : ,:';, ~,~.",.j'-',' .,0'-',,1' . ('_""~' o I o -05 o x {in! 1034 ".!,,~:, _'0331:.;,}~~ ,.i;', O:1? ,',,'... , ~,,,;'.'031. 1'; ,029 -'", " " , , 0""" " :.. o \f fin1 tn' IlIf r:<::itin o ~021 '029 ",I.'"'" ",013 -001 :0 -005 .,"'.' NC ,C', NC 74R? 49R NC, NC 'NC Nr. .' 1 1 I [Z:\2006\6,06\6,06 . Garage Portal Frame - 9'-4" Ta1Lr2d] Page 2 'Company Designer Job /lJumber K & A Engineering, Inc, CCD 165,07 Garage Portal Frame Oct 25, 2007 12:21 PM Checked By:_ Member Section Deflections (Continued) Ir. . Memher I ~hp.1 Riqht PI" Panel ~~':.i -\...,., ,""'_'>.''';'~' ! ,~...: h :;"-1:)':',' '.,'-,- Sp.~ "3 ," 4 5', ',,,," ':: 1 .',,:;';f:'1<,," 2 ':,1" ',.,~-., _}.-~:',i,~, ':'~ 3 C'rt : 4'.:;' ",' ::;r:-;'iCj\f&:~F;',,1;lI, 5 )( [inl vJinl (n)_L1v Ratio 0 '. r -.016 706432 I 0 ',028 4061.694 I 0 'I ,1034 3268,265 I 0 I 0 NC I '-,~t:'O-;S:,:: .2.005" .NC: I "013 8326337 I "023': e" .4813077 ' ,I 7'''' '.029 3825.484 I I 8 I 9 1:10, ." I'll 'I 6 f:'~~ :,;,c,,"'lh 1;.t.'14\~ 1:;;l~I~';"::: :1." I I, ,'. -or: ,~ i-'~ (1, .,:- ,':-:~II-' I 15 Material Takeoff MRfAri;1 General ~i,.p, PiP.r.R~ I Annthfftl WAinhtrKl 7 GLA I 31?5X105FS o PI" Panel " , "6x22i5iPF:Panel:" 6x33,5 PI" Panel 5 Custom Wood Prooerties I 1 I :::Ihel Glula'm Fb[ksil 2.4' Fv fksil ,24 Fe fksil ,65 E rk~n 1800 Sr.I Yes General Material Prooerties I 1 l::lhPJ PF Panel F fk",iJ 1500 G fksil Nu .3 ThF!r~ (\1 Pi F) , 65 np.n!::itvrklft^11 ,035 , Wood Material Prooerties Label Soedes Grade em Ernod. NIJ Therm (\1 Densr.klfl^31 1 DF-L No ?' Fir-Larch No.2 1 .3 ,3 ,035 3 PI" Panel PI" Panel na 1 3 '.3 n35 Wood Desian Parameters L,qhel Shaoe' I Anrthfft\1 A_nlltfft1 I p_inffll Ip_hpnrl tn Ip-hpnrl hn K_nllt lein I 1 I Beam I .Header I 18. 0 0 I I .65 r\'j r.r f)llt ~W::lV I., ~W::l\l I '1 Yes I General Section Sets Lab~1 Shape I 1 I Left PI" Panel 16X22,5 PF Panel I I .2 : Riahl PFPanel 6)(33,5 PF Panel. ~, Tvoe .~~;~i:i' J Material PF Panel PI" Panel,';, I 'I"!" .'; Afin21 38.5 38'5:"';:' I (qn ?7m rin41 , ~;~~~:..I. I (0 180Hin41 3513.927 '8992.958 . RISA-2D Version 8.0.2 [Z:\2006\6.06\6,06 - Garage Portal Frame -9'-4" Tall.r2d] Page 3 . '. 'Company Designer Job Number K & A Engineering, Inc, CCD 16507 Garage Portal Frame Oct25,2007 12:21 PM Checked By:_ Wood Section Sets Label ShFlpF'! TVnf'! Desian List Material Desian Rules A fin2l I (90.27D'.fi 1((1.180) rin41 I 1 I Header 13,125X10,5FS I Beam. I RectanaularI GLB I Tvoical 32,813 I 26.703 I 301.465 I Member Wood Code Checks (Bv Combination) LC Member ShaQ8 UC Max Loc[ftl SheAr lor:[m Fc'rki:;il Ft'rksil Fb'Iksil Fv'fksil Re CI I 1 161 Beam 13125X10..1 .069 I 18 I .045 I 18 I '.866 11.46613.5191 ,32 11524 I 1 CP Eon 1 13.9-3 I Solution Warnina Loa MAS!'=>FlQe No Data to Print RISA-2D Version 8,0.2 [Z:\2006\6,06\6,06 - Garage Portal Frame - 9'-4" TalLr2d] Page 4 ';~.