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SIC SEU1013 , Ar stiai.i. wia.k., , elook.ith.,44.4.14.„. rg � � � . ~_ DATE(C; HAYDEN - -- -- - -- - -- ENGINEERS - - ' ° ��� � REV DATE -- LRA STRUCTURAL CIVIL JOB wo _�u ^zi -- �� �� (503) 968-9994 p (503) 96O8444f -________ __-________�_-___-_--_.__ _ ____� SHEET -`-.� OF , ` . ` . . _______-�_-____� -__ __ _____--__'_--_ _-_- \I"\ . \ i , cfl 4g.... .. ' \ . 645fIL:16 RAMO(51 ' \ Al!)JVC.' \ , *. \ , t. ti ki piti7n x-c)?; ?DC—ND e41 t•-, i stassiz) ILO-00 ` t ( ! � { (, ( - -' � i ; C-4,17) . 0',1-,. . , — -- ___--___ -----��--' _____---_--------- BY ta DATE i� l Ikr# 13 HAYDEN ENGlNEEFB STRUCTURAL CIVIL _rPl-- ll so - REV DATE JOB NO 1(001 �� , �� (503Y68�994p (503) 968-8444 f ____� ______ SHEET -`- x o, t_� ___ I ; I �� Fit`51^i";.)r.5 1-+Wk A ? -- 1 i \ \ ' 141P 1) ti; qt.'s. b C?q.s L , 3v\)$Q tti '(L -r. 2x 4 SSL€ ?L r. aosn cA C,u c, I Ii suos Structural Calculations for 13111 SW Raptor Garage Remodel Tigard, Oregon August 5, 2016 DESIGN CODE 2014 Oregon Residential Specialty Code LOADS Gravity Loads 15 psf (Roof) 25 psf (Roof,Snow) 40 psf(Floor, Live) Wind 120 mph,Exposure"B" Seismic,Sds 0.714 ���ti1a PROSES tfp ‘401NE s'o SCOPE OF WORK , ; qgp < The attached calculations pertain to remodel of an existing residential " garage (part of an attached townhome) to add an interior GREG studio/office space. The structural scope includes gravity and lateral S7 %. 2o\ analysis for one (1) new exterior window at the west elevation. This �'.p fi4 • \.• scope of work does not include any analysis of any other portions of rFC LA S S . �� structure to remain. EXPIRES: 12/31/20Ito HAYDEN BY DATE 133( ENGINEERS REV 1 //DATE 1 STRUCTURAL I CIVIL JOB NO VI— 4 (503)968-9994 p (503)968-8444 f SHEET OF . • , . ., ,.. . ......_ . . = . . . , -,..\-2 .--; 1(..,.--; ;•:-Alui;-,,... tj).;;;;•)--;) Lob-) 1)Esit.,.1., A., 1, •C; /..1 ‘k C ft Li- Vosco-i . • I 5II. 1 1')i- ( C. I) — 'I Lo ;\'7'Sr c....iK , . . , . . . . . . . , . . (41: LL'h Cr 1-4'lc-1 i':: . (3,:i 0 (1\—) < -"-2):'-'5' .e------ s 14,0,.-.)- . , : 1 , . . : . , . . i . . , , . • , ; . . . . , . . . . , . . ; . . . . . , . ; . ; . . ;_ ,., . . . . •„ . . BY 4V-- DATE Styl ,i1 HHAYDEN ,43 tii sLo it•;Wio'SL, REV DATE ENGINEERS STRUCTURAL I CIVIL JOB NO I(AI 1 (503)968-9994 p (503)968-8444 f _ SHEET eit OF 4 1 P \ __,.........-4,-,....,., T,, • ! '�j .fir / `) oqff I 1 j( 1 /3 1-,,,b ( t 3 r i 1 q II • 1 111,6 j (,j\ ) II-'-'7\+..i..,l: T }, LA( (,J pls - i . w i ki(fti-;41I1,1, A 0.-"(S‘ ILI - • ,, 16 H 4 /2).0, i, 1.,L.(5.<--, oska) , 4 s%7 U,(w ,3 _ , BY AL DATE-_# t`�'- 3HAYDEN � �4-Sty) 4 `Z l ENGINEERS -- REV y DATE_ STIiUGTUFlAL 1 CIVIC JOB NO 1St 1 (503)968-9994 p (503) 968-8444 f SHEET 0 • . , . 1 blej,,L( ..S.C‘..51/YkL, • Sci,1 OlItt , ' . i 1 I . , . . • V- Lt. S\) r-IL , , 1L3 , . . ' . . , • ..._ • . . • , ..1 ,..--;„ ,, ovi„. - - c_r_. .),, lot • i-c-. -. -.i , 3 . .. . 2 1 . , . 1/4" , . . ,. . . :‘ : . ,.. . . . . ., , . , . . . , . . . . , . . , . .. : ' . 1 , . , . . ! . BY AL DALE Nyiti HAYDEN ENGINEERS -la REV DATE STRUCTURAL I CIVIL 1St 11 StA) 7,1S?-01._. JOB NO (503)968-9994 p (503)968-8444 f SHEET C.-1 OF . _ p� � ' ' < ` , ^ -_ - - -- - / y Ly 776 `'-')k- H FO, c(- 1J: , 0/L . - - IP, C2:1-11/4 vi p-61, s oiL - � • • . (915- 16( . 1t..9) • r L "'\ . 3 , - (. ,, 44- .1.,,---. "z,,,\---4.-ul . IL f m ��� _ DATE= HAYDEN ~���� ��� �v DATE ` `-�. ` -~~ _ � _-____ �~�~�x ENGINEERS ..._ ---- �mww �*p�~�� -- mm��u�m�, STRUCTURAL / CIVIL (583 Y6&9Y94p (503) 968-8444 f SHEET ��� m,'_ __� 1 , I 1 I 1 ' :.-, LALA _, '5.NOS, u,),N,.,L-- 1:.-a-to ) , 1„,))1)9,...)\,,,.) LA it: , 1-41;z31,P, ' k.:...-„fv1 ij-.3 L) 1 I ' . , BY Ag..... DATE_Ai VAS_ paEHAYDEHNGINEERS VS01. 1-LA) '7\i'4'. h'7170‘i REV DATE 1 STRUCTURAL CIVIL - - JOB NO I VIM- (503)968-9994 p (503) 968-8444 f _____ SHEET C5 OF ' ' , . ^ __________ (jj4. 1 \-{\-\,--so -4 t,i k . . • • ----'---- � -------' � ---_ � Ap� m� / y lu� aHAYDEN ~ 1 � �o � ^- REV DATE ENGINEERS STRUCTURAL / ".,.` -------- --- -- JOB NO . (603) 968-9994p (503) 968-8444 f ____ __- x*sET_l~LS,_ OF _ ,. - ra HAYDEN Project Title: Engineer Project ID: Project Descr. ENGINEERS agisaa STRUCTURAL I CIVIL Ponied:3 AUG 2010.2:54PM Fite=z:lprojects12016PR-11162711-1116271.ec6 vvOOd Beam ENERCALC,INC.1983.2014,Build.6.14,6.15,Ver.6.14.6.15 Lic.'#:KW-06005543 Licensee:-HAYDEN CONSULTING ENGINEERS Description: New Header(Gravity) CODE REFERENCES — Calculations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-05 Material Properties _ ..__ . �..__ Analysis Method: Allowable Stress Design Fb-Tension 900 psi E:Modulus of Elasticity 900 psi Ebend-xx 1600ksi Fb-Compr Load Combination ASCE 7-05 1350580ksi Fc-Pill psi Eminbend-xx Wood Species :Douglas Fir-Larch Fc-Perp 625 psiFv 180 psi Wood Grade :No.2 Ft 575 psi Density 32.21 pcf Beam Bracing : Completely Unbraced • N 12Lio001 - • ♦ it * ' I r j ( { j) r A f a-2k8 Span=5.0 ft _.. _. Applied Loads Service toads entered.Load Factors will be applied for calculations. Uniform Load: D=0.120, L=0.080, Tributary Width=1.0 ft Desi.n DESIGN SUMMARYio = n OK:1 {Maximum Bending Stress Ratio = 0.265 1 MaximumeShe Shear Stress d this span 0.1x5 Section used for this span 2-2x822-2 8 psi fb:Actual = 285.37 psi fv:Actual - FS:Allowable = 1,075.66 psi Fv:Allowable = 180.00 psi Load Combination +D+L+H Load Combination +O+L+H Location of maximum on span = 2.500ft Location of maximum on span 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.007 in Ratio= 8082 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.019 in Ratio= 3233 Max Upward Total Deflection 0.000 in Ratio= 0<180 Overall Maximum Deflections•Unfactored Loads Load Combination Span Max. =Dell efi Location inn Max."+"Deft Location in Span Span Load Combination 0 1 0.0186 2.518 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.500 _._ 0500_._ Overall MINimum 0.200 0.200 0 Only 0.300 0.300 L Only 0.200 0,200 0+1 0.500 0.500