Loading...
HomeMy WebLinkAboutBuilding Specifications 2008-6-24 CPIV1UD~ - 0& 1~?- O~ -0'<;,$ PIONEER ENGINEERING LLC P.O. Box 738 Pleasant Hill, OR 97455 Phone (S41) 746-S841 Fa>< (541)393-2651 Vertical Engineering of Addition to Residential Structure 1344 Wimbledon Pl. Location: Springfield Oregon ExpIres: 12/311 0 ~ Design Criteria: Sheet Index: 2008 ORSC Cover Seismic Design Category D I VI-V3 Vertical Calculalions Rl Reaction Calculations Wind Speed = 94.5 mph -Computer Printout- Wind Exposure B Snow Load = 25 psf. Roof Dead Load = 15 psf. Floor Live Load = 40 psf. Floor Dead Load = 10 psf. Wall Dead Load = 8 psf. Trusses Not Revie",,'Cd By This Office 08-035 Floor Seam Selection Conditions 08~35 Garage Floor Beam BeamChek ~2007 licensed to: Pioneer Engineering Reg # 7992"{;6421 Garage Floor Seam Prepared by: ARC 1.9E TJ Microllam LVL Date: 6124108 Lu = 0.0 Ft 1l3I1.314X 11-7/8 NOS 2005 Min Searing Area R1= 2.0 in' R2= 2.0 in' (1.5) DL DeII= 0.82 in Data Seam Span 26.0 It Reaction 1 LL 520# Reaction 2 LL 520# Seam WI per It 16.02 # Reaction 1 TL 1488# Reaction 2 TL 1488# Sm Wt Induded 416# Maximum V 1488# Max Moment 8729'# Max V (Reduced) 1423# TL Max Deft L1240 TL Actual Deft L1281 LL Max Deft LI 360 LL Actual Deft LI >1000 Attributes Section n LL Deft Adual 123.39 0.29 Critical 34.98 0.87 Status OK OK Ratio 28% 34% Values Reference Values Ad'usted Values Adiustments CF Size Factor Cd Duration 1.15 Cr Repetitive Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le - 0.00 Ft Loads Uniform LL: 40 Uniform TL: 50 = A r Point TL Distance B = 630 5.0 C=630 21.0 I P1loads: I 6- Rl = 1488 ffil [9 I I 6- R2 = 1488 Uniform Load A SPAN = 26 FT Uniform and partial uniform loads are Ibs per lineal ft. rc/eYTI AI 4>" / ? ffrT be, - 0';, 'S @ 1) z..,.. , / '>' 0'( ~ \ DL L' B1D t ["So 1" 'Z.z..,,>~ ., 4. t't'6 \&. @ e, 10'2- / ~IO> f2..... 2.-1-<; t\ -t '}(,,1,.<; ,%<t'S v ~ 1S1c>"':>/t>IOf . r< -:. '1,r...'l-S. +' le~ "'<:;SIS Ik f<'1 ~, J (z. \ L- 'i- (.. G~.. ~bN. 4'1-1 fT (-'..:>-1;-(""-'.) 2.. t'..... J.1:" 'fJ'- ~ ( "" I'"") (2..)fe..4 e.,v-.!, J .- - -.-- --.----. ..--- 'l~/ \{~ oc& - o~s RAFTER WI COLLAR TIE CALCULATION lBflII; 2!lIfllI< WAlL TO WALl. DIST. .. fT. RAFTER Cl.EAA SPAN 11.3 fT. TOP Of WALL TO ROOF PEAK DIST. . fT. UNIFORM EQUIV. VERTICAl LOAD .. PlF. COlLAR TIE TO ROOF PEAK OIST 5 fT. ANGLE BETWEEN (;R.fJN AND COLLAR. TIe LOAr 45 DEGREES PERNDS3..l.1THETA SNOW LOAD 25 PSF. HORIZ. D1ST. BETWEEN COllAR rtE AND WALL 30 IT ROOF DEAD lOAD 15 PSF. HORIZ. OISl. BETWEEN COll..AA TIE AND PEAK 50 IT POINT LOAD AT PEAK 0 LOS. SPACING OF RAFTERS .. INCH. VERTICAL REACTION AT WAl.L 555 La AXIAL LOAD IN COt.1..AA TIE (TENSION) .'" La MOMENT IN RAf"fl:R 1352 L8,=-T Z- '"'j. ~ ~~ i"'t..L vJ ( z.. y.. '0 CP'-\..JJ- 'i, q"" ( fo I t I.oJ ~AJ:,~ ~Nt:::. (l) 2--rto 'IlV-l' Po\, j..Jr....I~ To ~ ':.5 'S~ "T'" "F'-oC:>~ (;z,\ 1.....1.. (! &:- o. e~ (,-.J S' 'f'~...... ~'l(,,) -r:: L.&>ot. ~ 'lZ. AM 'S.o.J f'f'1!)t€1 ( <::'f' A....l'" z..L,. L.o...h~ 1'("fO.\-r"')::'So "''',C>\A e-S'r2..\' [~ t.-".,P..i"'iTE.L.. pie. '''1~h.li1 OB-OSS 'J2../ i1, -~\o4 SP~'" 1>."5.' ~: " (4:)\"'z..~ f"..... 1-1.,7'7 .....Fi. 7c..'" 1'7'- .t.,.... , ~"6 '" . ., ..... 1- 'i- (L.. (?-) a>rt:- ~ '7( , ~/., "j. \ \ (J~ L-vL 12 -- ,'6 'tD M -;z~ 'N/ c...:::>L..L.-,N2- "T'I~ t. ",...!-AIL T'f ~ "i2i:...(' \,~L Y':>;::" ._ _ "_,,H,H w.',_ ....,__ w 1 -.----.-.-7(.. I J?' --J.. / r-" n/ t ~I i '? \ lZ l.- I \,p' I I -." t1' <')' T I~ R, L w=I.S(40) ~ "-co "I,." V \ "- \S<> IlL ~ 1-'- b)O ~ t~ {..ot-\f'v\'lU. f'e..\J"iou'\l of; -D~ S -.}'/ ~~ 'g,-z..-ol 'SP.....,..), ,I Lo~ : \p' ( fi>\ ." -z..1-o M' 11..0 .. .F-,.' [4~ 101 K-' '6"?Do l~ &\1'.:>\ Sf'....,...I"l' L~~ 0(SO) ";'00 J.-V\~ I'<::.<:,-e ,..-T'-t [I "-,/~ 7 I,"I/<.{)'- l-V~ J2- "' to~ 1& ~,a'L C/~:-'"L. 1 ~01/01"t (')L~ s~.. "'V.;,1LoAA"- <6("'\+ 'S (;;"'1 + 1(7<>)' ~2... M-:. f2-7,~ lA--l"'V I!...,. 2...'2...$.-e:. II . ,>/..,. 'f. 1\"7/1'- Lv l otf- "1 '1- I Z- \>1 0 :> ~~ 1'7,1-" L.o~ ~ "2,<;' (...,,\-r71.... ,(..,..\... 1.., ~;-_I<-~ M... ) >;-1 -II.... ,It. . \""1- 2/4 ... ~"" i.., 1 t t) \~/'f --r I I' Ie; !-vL. CD 4't-1L /!..: ",L"Z..S lL <)> 10 H'll / .., ,,/ / . / // y'. / .~ ~ ~ @ ~ -+ '1- - o -.! 1 f9 ~ '-3 -.r..... 0'\". ,,- '(" ....r ~t.(-1~~ {''b_''.l!. ~ -l 1:.J .... ! P , j. ~ t If'!llCjtillllll!!I!IIf':ll ,.,. , 'Ii! II II 'f ! 11'I'illlll!!III!!ll!lill!!ili 'lilll!lll " ,I II ~I'l I ! ,I!!,l,i !'11jiili!(11 Illil I,' 11,11 :, I Iii ,I II j! l ~I ii, II !"'I"ml"II"'!"lIi"'!1 j / illl 1Il , II .1; fl., '.1 . ! 'I ' ~ i~~ ~ I ~ I 'II · (l'll' I . II !ii' !W'lIi' Iii! UilllIi I'll; ii' 'I III Hlllnll 1111 1/11111' li!~ I I ! I I '11 " 111~JI~I! ~:'~~~~;2c: . .. .. .. II W II I I'li 'II WIll" I' Iti 'j !IIIiU II I Ill! ;"1 I Ii! II! Il!ll!! il!.'1 IIII! I Ill!' Iii ,'" I 1,1 'I I! 'll ,Il:} llll'l" III "'" ! ", Ii' I ii n I'! J Hi" I !ll! /1.11 ' II I ! I Iii :wm l!' '\ ~6V~ b<.>d. So (.~ 0...) Z,..'" ">Ilf.~", 'l I"l/-:!:)<<.. "t1.~T. @ It \.J I 44\-1-""- 't '" ': '0(.. 2-.".<6 2:.o.F-,"'l.<:. w Z ~~.r:r. z....$E' 2.1''''0.. L....r:,llr..c. I=',*,~"" ;..)t, ~lL"""e (It.j ~r C"'L~"l/'~ ')1'F....,"1P~C GAROA ADDmON lJ.&4 WIMlll.EOON "'- SPIUNCPIKLD. Oil wm '..... ., iO !--l / \7'V"I,;:)~ -;; 0 '0 0 ~ ,:.) r' ~ - ~ -'II' .., ....:t. -4. ~, ", -/.... - ~ t' - ["' -"" -", 1$..... II IS..... 'i" . ~ - ~ (" ... \' ~..... .t'O..,.(, ~ 1-=- -~~ t> C1I, ')( ?,.:; c. ( , r r II ~. IJ 0 ~ ~ ~ .,. i~-'- ',/Y 71 L.1L -'" ,.- -. ~ <v'"'~ "Q ~ it [-.. ~l - ~ <. '"117 V\,.~ ,~l I Illl"J ""/.0...,. " ~-f to. t I i't "(;. II l~, ~.I\J> tn ~, ~-. - -~'I' I I ~~~_ 'j l}-<-.-,. -I - ? '.-(' j I ....... ,,/l / /, / / " Lw . ! I ..".:IFb;t;;A.'.~' -1 'I ,.. ,1;Il -----, II 10 it r 11"11. - I t; ~ i . I :~ ~ ~ ~ I ~ L lI"~ cr- 'If ....p I ~ .f' "<.. r \;:J r t' I i-li11i!!il!!il!11i!J!!li!l!rll iii'lil;l II,' II !I Ii Ii il"I/I,Hll'li lill;! II! ~jill I I Ii III ! i ll!' III Ii Ii ,II III,; iliil'illimli!i!ll!!l,ll!ili . II iI' III " .' 1,1 · i III · Ilsi .. I I II III 1!I!IWi lill !l1I!!!i ,Ill ii' iI III 1/"11/111"1"111111 ;;ll I I ! .. Or .,.. ....~ J .r fll -::. M ~ J'- C. ........ '" " ,... ~ ':.1 - <1/1'" ~ - ~ ... ~ r- - - ..,J 6........ .' t GAACIA ADDmON r: illfllf!II!I!! -~~:0~~~;~;SL_:' DMWlM8UJ)(JNPL.,!iPRJN(;FJElAOR. 'nm