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Specifications (32)
RECEIVED - ( 7, MAY 3 2017 CITY OF TIGARD G ypaQ 4 PIONEER ENGINEERING LLC P.O.Box 788 BUILDINPhone (DI>4 Pleasant Hill,OR 97455 Fax (541)393-2651 Revisions to Engineering(Point Load Support @ Garage, Changed Floor Joists) solucTuR44 P R s44 Location: li.2ga4PE � 13185 SW 115th Ave. a>,OREGON,tioa Tigard 9p�fR �O�c G t_ Oregon EXPIRES: 12/31/17 DATE: 5/2/17 Design Criteria: Sheet Index: 2014 ORSC & 2014 OSSC I Cover Seismic Design Category D1 vl-V2 Vertical Calculations Wind Speed= 120 mph -Computer Printouts- Wind Exposure B Roof Loads: SL=25 psf. DL = 15 psf. Floor Loads: LL=40 psf. DL= 10sf. P Ceiling Wt. = 10 psf. Wall Loads: DL= 8 psf. Trusses Not Reviewed By This Office G ""Z I CcC'S _'1 X / 17/I ( -Z) ai o r\-1 T h /el 7 A-7 :41 , L g 17/ 1 ( -ZD 1`^"'V35 D . *1.,. 0 tt Q-z oo'Z = c 0 5 L , : c'c'---7 1 = /..,)S -)f\-7 __Ai) L.* /Ft YZ) lb 1);')%. /1-7 = 4:111 S `zQddrS )) )-7 / °' C -Z)_ [-)A-1A LA I/ i -v o 9 .7L `Z -- - 0 k 1.---1" - 1"/ j S' S0H024? :: Z 7 � , 4 K4*c?'e)S °ddr er) i 0 )- d 1% ' ( _ - --0 E q--2._ -., _�' Sq . :% )( „)/ , Lz ) Cs:" ► ,) --, n—) : , L. ' ',A i ( 0 ,,, , ° ,',- = fir./ , .......),„+,,_, ,,,,,,) ,., (7% , : ,a--1 `Z. = Nie Vs,c,--? - / J c”" 2211,-0 __.,A sJCJ 1 p 3 V.v.( c' , . • , • . 16-469 J101 BeamChek v2007 licensed to:Pioneer Engineering Reg#7992-66421 16-469 Floor Joists J101 Date:5/02/17 Selection 2x 10 DF-L#2 @ 16 in oc Lu=0.0 Ft Conditions NDS 2001, Repetitive Use Min Bearing Area R1=0.7 in2 R2=0.7 in2 (1.5)DL Defl= 0.11 in Data Beam Span 14.0 ft Reaction 1 LL 373# Reaction 2 LL 373# Beam Wt per ft 0# Reaction 1 TL 467# Reaction 2 TL 467# Bm Wt Included 0# Maximum V 467# Max Moment 1633'# Max V(Reduced) 415# TL Max Defl L/240 TL Actual Defl L/420 LL Max Defl L/360 LL Actual Defl L/578 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 21.39 13.88 0.40 0.29 Critical 17.22 3.46 0.70 0.47 Status OK OK OK OK Ratio 80% 25% 57% 62% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1139 180 1.6 625 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform LL:53 Uniform TL: 67 =A Uniform Load A R1 =467 R2=467 SPAN=14 FT Uniform and partial uniform loads are lbs per lineal ft.