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Prqiective Cbnst Din,INC 503,276.6124 f ' � Iacuc. ttUM�ir.AL� •-+�•••+� 1
aggogglamg Compliant with 2003 MC,1997 UBC,and 2001 National Design Spec for Wood.Top and bottom must be tater*supported at 4-ft max.intervals. Full-depth blocking mot at support'
and cantilever ext. Bending In*or*aids only. No wet, high moisture.or high temperature use. No wane Ingikar firm.I i Dynamic load ng not considered.
Job Name: 9881 AVE l
" , 2 at/d*Sryra m ire To Souk Pitch,if any,nshown)
Mom I.D.: Jett to be*tanned to(E)2x8 alto cat 150 r e , If a z,f t
Other Info.: Floor)**under(N)front dormer wall i`2 j ° r ,n',
+r r
Main Span,t=I 15.00 ft I I so
Main Span Max.Mowed Live Dell:L/ 360. J.0.e0 to I
Main Span Max.Allowed Total Defl:L/ 240 •0.rs in
.. 0
Cantilever(Overhang)Exists? ter^-_'4 n z 4 e 8 10 12 14 1e
Right Cantilever,CR= -so
Cantilever Max Mowed Live Def:CR/ -0.0o In
Cantilever Max Mowed Total Deft:CR/ _2._."'µ`"".. •0Min
PACK M Sieve& . -100 I
t`.etthre ttferaed Hover spa.
Pli
Load Duration Um,00•t 00 "
cursor here
f
Add Self Wt.?I ®ves O No 1
Loads Other Than Uniform Loads?4 No
Uniform Loads Over Full Length of Member ,��t Tributary Uniform Live Reduced Live uniform Dead
Live,ps Dead,psi "litho ft Load,elf Load,IKE Load,pie.
Floor 2 Loads) 40 of I 15 psf 1 1.30 ft 52.0 Ibm 82.0lbAt 19.5 bfft
Total Uniform Loads w,,_, 52.0 ibift j ADA) 1r 45,1bO t j r
Combined Total Uniform Load Wa= 71.5 lb/t
Concentrated(Point)Loads Trib.Length,
Live Load.oct Dead Load,oaf T' f. Live, f
Point Load A 25 psf 15 psf 1.30 ft 7.50 ft l 244 lb 146 lb xA= 8.50 ft
Note:Location Measured From Left Support
Final Member 1 tCowsw 1.9E r_W Find till
r Beam LthrEtay: ti+ooesla,+au soecar seam tie g :4108'!6
Final Member. (l2')1-31 " x T; ShelarOtreadasion:S94.8% N
Final Size: ,(2)13 x l�/4 � 1f4", Microllam '1.9E LVL 1r.
.
'4"
MMi.Bearing Lengths:a 1.50 In.(Left) :x 1.50 in.(Right) Beating/Buckkig Overdst:NWA
Vat 00f(approxi: 0.00 ft True Len(approx): Final member okay by: 17.3%
Actual Member Site:s.50w x 7.26" 15.00 ft Bracing 1 Blocking Req'd For Stability Controlling criteria is: DeAecuon
SISISIIIMI Final Member Additional information Lablia lAkt SAS
Magnum &Jdit R.-Richt Max.Positive Moment 3,618 ft-lb 8.50 ft Main Span
Live Load: 496 lb 528 lb 4 Max.Negative Moment 0 ft-lb 0.00 ft Main Span r
Dead Lead: 1i2 MateDeawaSheerr 78515 f444O0 MaWr.Spar+ r
norm Load: 7M lb *Matte tM5I'Slialashat[. 0.414'10439" 7.65'/7.65' Main I Main
Live Case Causing Max N/A N/ADeflection(Live/Total)
Mai.__..._...._ n Span Max.Wool 0.000"/0.000" 0.00'/0,00' Main/Obtain R,-Left jt,-Richt Deflection(Lira I Total)
Live Load: 0 lb 0 lb Cant Down.,Deft(Live/Tot):N/A N/A N/A
0.8 or 1.0 Dead: =ft Ib 171 lb __ Can. ,
t ,Droll.{Live/Tot):N/A N/A N/A
Net Reaction 126 lb 137 lb Req'd El,Not incl.Self Wt.: 1.762E+08 Actual El: 2.128E+08
r Live Case Caushiq.Man N/A N/A J Approx.Self Weight 7.400 Approx.Tot.Wt.:111 lb r
I. Mtn Cared Beariltiptusiliessr a Oa a = 0.311 ingillgisk 41r
Pro &mist Design IMC 303.270.61
a0.,
MammaIons;Comptant with 2003 IBC,1997 UBC,and 2001 National Design Spec for Wood.Top and bottom must be later*supported at 4-ft max.intervals. Ful-depth bbddng req'd at=sports
and tam end, Bendeig in strong aids only No wet, high moistwe,or high temperature use. No wane In Glula n laminations. Dynamic l iweng not considered.
Job Name: 98th ave Jst2 Load and Span Diagram(Not To Scale.Pitch,if any,not shown)
Beam 1.0. (N)jet sintered to(E)2x8 120
Other Info.: Floor Joist 100
I se- .
Y •1
1 WMain span,L y j s o a 1 40
Main Span Max.Mowed Uve Deft:L I 360 '*0.31 in
Main ... 20
Span Max.Mowed Total Def 1:L/ 240 =0:45 In
Cantilever(Overhang)Exists?km • 0
1 1 2 3 4 5 8 7 8 10
-20
Right Cantilever,CR= 40
Cantilever Max Mowed Live Deft:CR/ .0.00 n
-80
Cantilever Max Allowed Total Deft:CR i --Ur--�_."" .0.00 in
Piet ttSI®pdd. , , 498 a
Geltlstar"'"over Load Duration s"
rpr
cursor here
Add Self Wt.? *Yes O No
Loads Other Than Uniform Loads?I No (.
Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Unfform Deed
Uve,psi Dead,psf Width,ft Load,pit Load,pit. Load,pit.
Floor 2 Loads 40 psf I 15 psf I 1.30 ft 52.0 lb/ft 62.0 tbMMt 19.5 lbm
Total Uniform Loads +wi._ 52.0 0abt j won1 lLSl ft j
Combined Total 3.k3iforni)Load +au= 74.54btlt
Concentrated(Point)Loads Trib.Length,
Live Load.oaf Dead 1211211 Trib. ft. Live.lbs Dead.lbs.
Point Load A 25 psf 15 psf 1.30 ft I 7.50 ft , 244 lb 146 fta xA a 2.90 ft
Note:Location Measured From Left
Final Member ;McMinn 1.9E I.M. � }•1 Final Meg Ov rdigrResult*
Sending 1faS.7%
Beam Library: noscRau M ISeshc xeeamTron '. EtStat Member 1-3t4" x 7- .f Shear°werdestpn.f53'r.1%
Final Size: :1.3/4-x 7-ue 1( ", MtCI"f� Cl4 't" LVL11t1M1
Mina Bearing Lengths:Q 1.60 in.(Left) :: 1.60 In.(Right) Bearing I Buciig Overdsgn:WA
veil DM(approx): 0.00 ft True Lan(approx): Final member okay by: 1417%
Actual Member Size:1.75"x 7.26" 8.90 ft Bracing/Blocking Req'd For Stability Controlling criteria is.: Deflection
Reactions Final Member Additional Information
Maximums R, Left, R,-Richt Max.Positive Moment 1,417 ft-lb 2.80 ft Main Span
Live Load: 396 lb 311 lb Max.Negative Moment 0 ft-lb 0.00 ft Main Span
Dina Lead 242.412 353 Jb . Mair D n' 511l8'Jb. 94304
TdtaM Lose: 16981111 482l b train SPE 11441 c O 0.118"/0.178" 4,27'/4.27' Main/Main
Live Case Causing Max N/A N/A Deflection(Live!Total)
Main Span Max.th4M1 0.000"i 0.000" 8.90'/8.90' Main/Main
Minimums R,,•Left 82_-_3.4/121 Deflection(Live!Total)
Live Load: 0 lb 0 lb Cant Down.Deft.(Lite/Tot): WA WA N/A
0.6 or 1.0 Dead: 121 lbZia Cant.,1;,Defl.(Live!Tar):N/A N/A WA
Net Reaction 111 lb 81 lb Req'd El,Not Int Self Wt.:4.232E+07 Actual El: 1.064E+0B
Live Case Causing.Min N/A N/A . Approx.Self Weight 3.70:p11 Approx.Tat.Wt:33.lb
Mite.CaWtPB eitagit(eiogetx = OAS ingtspp -a36Iis