Loading...
Specifications (4) /r .$T ole - OooS) / / o RECEIVED MILLER FEB 22201E CONSULTING all OF TIGARD ENGINEERS Kum kD ' ') N STRUCTURAL CALCULATIONS Attic Conversion �► '� 12160 SW Ann Place, Tigard Oregon OFFICE COPY T & R Construction February 16, 2016 Project No. 150975 28 pages Principal Checked , � ,D PROP F6) (0�G 1 N�Fo 2 cr 77939/ OREGO tc �Gn� j,26N:\ 4, 'EXPIRES: 12-31-2017 *** LIMITATIONS *** Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical, Diverse, Structural Solutions Since 1978 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219-5412 Phone (503) 246-1250 Fax (503) 246-1395 www.miller-se.com Building Code: 2014 Oregon Structural Specialty Code Soils Report: No Soils Report by: N/A Dated: N/A Soil Bearing: 1500 PSF Retaining Walls: No Equivalent Fluid Pressure(active): N/A PCF Passive bearing: N/A PCF Friction: N/A Structural System: Building Structure Vertical System: Lateral Sys: Element Roof Floor Load Type Dead Dead Basic Design Value(PSF) 15 15 Loads: Load Type Snow Floor Live Value(PSF) 20 40 Deflection Criteria U240 L/360 Lateral Design Parameters: Wind Design: N/A MPH Exposure Importance Factors Iw= Is= Is= I;= Risk Cat: II (ice) (seismic) (snow) (ice) Seismic Design Doesn't Apply Design Summary: The following engineering is for the vertical analysis to convert an existing attic into a loft sleeping area.The added weight from the conversion does not increase the overall lateral system by more than 10%,per OSSC section 3404.4,no further lateral analysis is required. 9570 SW Barbur Blvd. Project Name: Attic Conversion Project#: 150975 A Suite One Hundred Portland,OR 97219 Location: 12160 SW Ann Place,Tigard Oregon MILLER (503)246-1250 Client: T&R Construction CONSULTING ENGINEERS FAX:246-1395 p� BY: MC Ck'd: j Date: 01/26/16 Page 1 of 28 ,--..,t -4,,-,--,7-1 ("5,1 Z. --i. • IC.1 i rr.--1 , (A5)-Ak".5A •''''.-P 5, -`\-'1,4::Clg ' i 't/ i ' '' I L ,,,, -1 - ,,,,. F „ _ „LK_ ,,, - ,.„- ....,„_, ,..., ,„,...,,,,, , /- ,.,„,..„„.„,„VII-ry ( ' (4 43 I I ) ...,,,fl‘.2...., (4)?.1. -- ---- I _ (4.--)----- A.0-,..A, a.,.-•''',.."4,0" ,,1 - - --/,'1,,'''''A,*1.',-T4':1;^- --i• --.1--1 ' ,;., ,7"6"k1\''M) ... . .--....---7 . . 4 4:a),,, • • ?Sid \92-1>. 9P,i' --- rVI.-10(,A. 1 C V P - c 2N q Nr r-,--‘4,8-'7'.''vo-V-014.. --=-10 _ 1---, 1 IQ 11 % ,.2 1 0 / i 0'14' 1 1 ' I P--16, I' ei 11 I I/ I X 1/11 -4 -------- , 2,..), .7.,. ( 1 1 / I .)---. ,,,,,,,,,',.-, / 43 1-.41.6-'?(3,-3 --'. 1 --0•4:2-s-'4 !!.., / ;v.?'oj ykl, — tv / „,-.. ,„h_,,,..,,,-) . , , "SI . 1 i •0 0 40)) / -L V S),4 0.--) _ . -7,,,ti....14f .1..r 5''-',0 0 c'jI".;) . zt _±, r . -."--.A,,,,,..2..a s...-3.9 6.-6,-,:11 i.,,,,.2c6Z,K.,7 pi , L ,, . - -zr,),3A bi.-3-•,--,-,4 °'Ie IHs 9, '-----),I „--- / -. 1 1 I. . V ____________ ______.... _ - 17— ..... - / ir ---- --- - — _ ,,,,;, I , - - - -- - -- IW11 -11 0 4 r ' (...' -„„ 0 P lal_ • (.?-)( N.' 7 - / V 1•'',‘P)v --ko v- „,.., • 5 , -, . )\=-1,1,' .0 ...4,:k!,_-- , .,, p..- I .4-er --''' ', ); i1•?\''' '1_ ) ,-' ,Z4 _ fy ___ r (y) :`_.•„).P . , (.--- ,7 _-,-; , --1'7 c'' •,-",-4 _._ r' - • I 1 L / - I 1 -- I!\-•i r 1,,'' !### 1 I i !I 1 i I1 /,i ',”' ,?.,• 41 " --' '';';''' ' 1.4-:if:3-1,.-±,-----x-r.--,-----:,---.„ ,:,----..77--- ,1_,L..,._-__-__ Ia)..------/, , --,, :=-:}' ' ; ', " ,,, •.,., 4 z.,, I : •„‘ : \-; .., 1 , ,, I, , ,__;. .., I I '1 I i — '1 i I ' 1 ' -'('' ',' (\),''' -'; '1 1 - .. . • 1. t)1 • ;1 1 -----------i4 if • ,1 _ _ .. 1. j' 11• '1 ...) .._ . ,. '.:.' -• '•---7-77-=_-•:_. _..i>._ --',2,-------71 --_-_-.1,--1,-----, -,i•-----,--------- ---- -------------- - I______ ______- VI> - , „„,,,, ' ,.-..-61 'i , .,,,,,-1. ,,,-, •',--i-:_ ,,,,,, J.}, • -, , , . . ,. „ • _ _ GI S?,...Atl vLT; LorAmS C Eix. ) hof t o'F- > - -z _ A T L-o -• 4-11,µxi t.c1,1-1-a i -4 ,5 r fuse. i,S, 1x3 t _` '� -./_ OPS . �� � Fi I2'' F i`Y7 Y'pt`'S /4.-r LL_.�1`i 11ti 'C L7'- . ii,tif5F °Z,X 1:'1..E_1,L, ''. ?5F- 2P2 f)1- . IL,`Ip ic- P � (4� e't,,,F ---> 1 f • h t a ‘,7‘1•,‘,,,,,,,,,, :t f.,.,,,)Y,,, ;:A viz i t fi ",,,i)-(:. ' .m jr..,`;.. - 4Attic Conversion 9570 SW Barbur Blvd 150975 Project Name Project # Suite One Hundred 12160 SW Ann Place, Tigard Oregon _ Portland, OR 97219-5412 Location MILLER T& R Construction Client CONSULTING (503)246-1250 MC1/26/16 ENGINEERS Fax: 2461395 BY Ck'd ; i,4 Date Page , of 28 LO -11:,) t„,,tatcrjavt-ii-A.— 1 —— --— **-- ,u, 3e\ `t-\•,",tc.-- tAJE.,14t-t-ti (7.ot-.51"VAIS...4-,;11,-Nr,„-4 'AZ, Sti;,:,‘„1--..4.„1,‘,,,,,c.... w 0'-Ci Q., `1, ; ir).5,F. ( &+-,-;)(of) ±. isr,p (i4 ( 1;,1,s.) r"-)-„.. ii twot5ie-r- ffttt,,,Ar r2.)N4 cu,,fit f: ;,, f) S2, PttN, t-,--tet'LLS 7- 33 - ' I/'Xr5,7'51,,; '5 '(C,•--;, -1,' -- 34\:7 5-C-C)) 7: --.--z_ il.f7,::::;.-,r;-(5 )I :!„. r 1'5 ?.51';- ( 613'3')( ''' 9 c C5 '``' ')t Nit W2)Ci-) i )C Iptooye, 7, S. , Le V 5tcc' tr: 11 i.'11)LVS43V) 7. Heis-34- i,(l ) ,/- Attic Conversion A Suite One Hundred 4 tk::, '",, S a''''.,',4":I::f(if: ::1;',1) "4 ';':',',4i,'e; *•:: ('77,,,21:1 gic5:12 ( I S-.k°>/:,:,()(,, 1') 150975 9570 SW Barbur Blvd Mill Portland, OR 97219-5412 Project Name Location 12160 SW Ann Place, Tigard Oregon Project # MILLER T& R Construction Client CONSULTING (503)246-1250 MCvi7.- --\ 1/26/16 of 28 ENGINEERS Fax: 246-1395 By Ck'd \-;,--) Date Page 5 1 -6E0t=-, /roc y...,t2At‹:4.:5 - ! --) /514--rz-- 5,114„)-1-M it-, 74/2: 14(-1--Ew 1 c.,1 ivelv c,4/4-:- . 0 ..13CP -- I (4,t4 -4 P--,-4/ -4: / P14 CYrs-no;e1 1-1,--tr 051;Kr -., i 43 3(cq ::. 1:?ez- --TA kL 'pe-c,y\':,„‘cl,t,:,,,,.... cc- oscse.,„ S,.94,44,444 4:44444• :i 141E', --14:-,Ist-o‘t-- .1.&f.e-Q-.-,, c::,:t..-- -NO- ;rEpl,, 1_,.%„ ,44-4- I.-•-4 g c.e.',7'-c--,. 144E: Act-E,,:v,,,:\--fp,cv,,, 0 f1. 141E. t,k)kL.c.,-‘,1-st, sTiArt.1-17 A11,1;,, N-.>o % st-.4‘.17 t'\,..-.C.,ax:.Z-CA\ t ---qo.s. ,,,c,,, --vkks.-c.„', Atc 0...,);.•.rye:r-,7 .°F,..:-.,t? ,-,..-, - -r,:k.- ,.•.:A (IV "` Attic Conversion 150975 dr l 4 9s5u7itOeSoWne8HaurbnudrreBdlvd e - - Project Name Project # 12160 SW Ann Place, Tigard Oregon Portland, OR 972195412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC ,,, : 1/26/16 of 28 Ck ENGINEERS Fax: 246-1395 BY 'd e11/44 Date Page0 !At j.) , (41 L-11-51- 4-t't \ .".- Ii.'1114a ' 1\ — ,;';', ; Op, ,. ' 2i0;,ei 1 irk-t - ®? aid1,•°C- ' ' 733 " .. rrPO p ` 'I ` .I iN fLoo ' t , r e 7'0 p I < IS-(13�( 'r) —1,542:::'.--3,1.01-' l b /0.1,,, m^ "tea xi 3 r 57)73 -1.2,Cal )° L P3os-,1 exCevr ovV -7• Attic Conversion 9570 SW Barbur Blvd 150975 Suite One Hundred Project Name Project # as 12160 SW Ann Place, Tigard Oregon ® Portland, OR 97219-5412 Location MILLER T& R Construction Client CONSULTING (503)246-1250 MC1/26/16 of28 ENGINEERS Fax: 246-1395 By Ck'd L�, Date Page Jj WhzBeam PiaizBeam Project: Project: FA- A`--pv,z, c t)-1-5.) By: Date: Checked: Date: Page: By: 0 Date: ) Checked: Date: Page: Description: Reactions - kips, kip ft dt' Units: English �I Properties - X = feet, E = ksi, I = in^4 X = 0; E = 1600; I = 47.63; 1"--i->,. Moment Releases - X = feet 1' 1' 4& Supports - X = feet, Displacement = inches, Rotation = radians - l t s`�Cdd X - 0; Disp - 0; -6 X = 17..67; Disp = 0; Shear - s r ?-. !:.,-,5 " X = 25.33; Disp = 0; P -, Springs - X = feet, VSpring = kip/inch, RSpring = kip in/rad 0.309006 Point Loads - X = feet, PLoad = kips, Moment = kip ft Uniform Loads - XStart & XEnd = feet, UStart & UEnd = kip/ft XStart = 0; XEnd = 17.67; UStart = -.043; UEnd = -.043; XStart = 17.67; XEnd = 25.33; UStart = -.037; UEnd = -.037; -0.450804 le. ( -,:' Moment - kip ft t '111 s �' +,\ t„>. "' '._. $ ' ' r /414 , .F — a}2' a2`, ,,^"(5,,41 1( _ 1.110210 -. )0*,J'7 s t_ a,-fit I,.as ds .':<'xc' r"`t '. --+,a ,.::" -.'.G - ( 7,u'^*'' "'". .. j R;^""d P*t :k( -1.252786 »�, 441' ` s 5 s : t .;tf;t4 (` ''''?i) ,..,Rotation - radians tSaVe,0vti.1 011706 ^ 108395 t4p,c4, ,_ E 1.c.,.,,,,, (-1,„..:,i„,-:, _ ;tet-c --ii-1C-L. Ir1 ` `, Deflection - inches k, 1 ^44) a «:" d je' -)ICI?)) fI�ni t id(.c��")(1, 9 .�)a_ �,°°�Ft�.(10a,5'5112, <»_ .m,vw 9.070989 ieriv1 C, P P.ACAS 1. ------------‘-_ . 2318 WinBeam 3.30 - Registered to Miller Consulting Engrs. Winseam 3.30 - Registered to Miller Consulting Engxs. - C) A —re-Avii, r .ma kA, r1,5. "r .41,,, �� t< - `' r f ' :(Z-..n : . , ' 114'2) I tr 0-'5' 1 rc � ;, : Ico t x / :' 1 t ^,, c I,-2 It-} 1/4/4"P>1 ' ,;`.. 5,1,2 4 'r,-/°:, . w _, (1e 'LC A-(;- asr-: a) r Ivi a 5 fe5r--(L" 1 c2 el 1/ ,- 1 `r ,--`:.‘"`,A-'61 t-:t ,p 0 q'-2; < \,,,,:7:1 ,::,t!' 00 41'(115)--"" 12--2--,-- 1l v,.,e,, y 5-P16-1.6.1e4 'il ' / '4-lit ' i/ Attic Conversion 150975 dr mii 4 9SW Barbur Blvd Project Name Suite570 One Hundred Project #12160 SW Ann Place, Tigard Oregon Portland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC 1/26/16 of28 ENGINEERS Fax: 246-1395 By Ck'd \ Date Page 2012 National Design Specification for Wood Construction(ASD) Reduction Bending Fn Shear F, Bearing Fu E&E„„ Ren 9.66 OK<50 Mark Header over stair opening-Roof Material:DIMENSIONAL LUMBER Cc 1.15 1.15 E'm< 580,000 psi Grade:DF/L No.2 or Better C, 1.00 1.00 1.00 1.00 F55= 7457 psi Span 5.00 ft 1„. 5.00 ft size=4 x 10 CF 1.20 Fb"= 1242 psi x1= 0.00 ft w1= 537 lbs/ft b= 3.500 in CM 1.00 1.00 1.00 1.00 F,</F5= 6.00 x2= 5.00 ft w2= 537 lbs/ft d= 9.250 in Ci 1.00 1.00 1.00 1.00 Fe= 1230 psi Xa= 0.00 ft Pa= 0 lbs A= 32.38 int C, 1.00 F,;-= 207 psi Xb= 0.00 ft Pb= 0 lbs S= 49.91 in° Cv 1.000 F„.= 625 psi Xc= 0.00 ft Pc= 0 lbs 1= 230.84 in° CL 0.990 E'= 1,600,000 psi R1= 1343. lbs V= 929 lbs E'1= 369,345 kip-int Cru 1.00 R2= 1343 lbs M= 1678 ft-lbs Fb= 900 psi LL A1;mit=U 360 LLA= 0.01 inchs F.= .180 psi Material DIMENSIONAL LUMBER TL 6,4;n,;t=U 240 TL A= 0.02 inchs E= 1600 ksi Grade DF/L No.2 or Better %LL 62.5% E.= 10.30 ft Em,,,= 580 ksi Load Duration,CD TWO MONTHS 1.15 SNOW LOAD Fb'=(Fb)(Cd)(Ct)(CF)(CM)(Ci)(Cr)(CL)(Cfu)=1,230 psi F,2= 625 psi Temperature Factor,C, DRY T<=100°F FV=(Fv)(Cd)(Ct)(CM)(Ci)=207 psi Approx.weight 7.87 lbs/ft Wet Service Factor,CM MOISTURE CONT LESS THAN 19% E'=(E)(Ct)(CM)(Ci)=1,600,000 psi R1 Req'd Bearing Width 1.00 in. Incising Factor,C, MEMBER IS NOT INCISED Fci'=(Fc1)(Ct)(CM)(Ci)=625 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=403 psi<Fb'=1,230 psi Bending Capacity=32.8% M=1,678 ft-lbs<Mmax=5,115ft-lbs Member 4x10 fv=43 psi<Fv'=207 psi Shear Capacity=20.8% Number of Plies 1 Ply V=929 lbs<Vmax=4,468 lbs Max LL Defl=0.013 inches=L/4,639 LL Defl.Capacity=7.8% (1 Ply) 4 x 10,DIMENSIONAL LUMBER DF/L No.2 or Better Max TL Defl=0.021 inches=L/2,899 TL Defl.Capacity=8.3% Copyright®2015 Miller Consulting Engineers,Inc. I 2,000 0.000 1,500 1,000 `N -0.005 a 500 \ 2 -0.010 x f \ c -500 -o.ozo -1,000 -1,500 00.025 , =Shear o o a o n M m a C. _ = o o - - - - - 4 m M M M 4 4 ci n o . . e e 4 -Moment Distance(ft) Distance(k) Notes: w=(15+20)psf*(13ft/2)+309p1f=537p1f 9570 SW Barbur Blvd Attic Conversion 150975 at Suite One Hundred Project Name Project # 12160 SW Ann Place, Tigard Oregon ISPortland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC - 1/26/16 (v of28 ENGINEERS Fax: 246-1395 By Ck'd . Date Page A� 2012 National Design Specification for Wood Construction(ASD) Reduction Bending Fn Shear F, Bearing F,, E&B,,,, Re11.12 OK<50 Mark Floor-New loft joists Material:DIMENSIONAL LUMBER Co 1.00 1.00 E',, 580,000 psi Grade:DF/L No.2 or Better C, 1.00 1.00 1.00 1.00 FbE= 5631 psi Span 15.58 ft C.= 1.00 ft size=2 x 12 at 16.in.o,c. CF 1.00 F5'= 1035 psi x1= 0.00 ft w1= 73.15 lbs/ft b= 1.500 in CM 1.00 1.00 1.00 1.00 F5EIF5'= 5.44 x2= 15.58 ft w2= 73.15 lbs/ft d= 11.250 in C, 1.00 1.00 1.00 1.00 Fti= 1024 psi Xa= 0.00 ft Pa= 0 lbs A= 16.88 ins Cr 1.15 F,;= 180 psi Xb= 0.00 ft Pb= 0 lbs S= 31.64 in' Cv 1.000 F„'= 625 psi Xc= 0.00. ft Pc= 0 lbs I= 177.98 _in' CL 0.989 E'= 1,600,000 psi R1= 570 lbs V= 501 lbs El= 284,766 kip-ins Cfu 1.00 R2= 570 lbs M= .2220 ft-lbs Fb= 900 psi LL 41,0a=V 360 LLA= 0.25 inchs F,= 180 psi Material DIMENSIONAL LUMBER TL Ai;,,, =V 240 TL A= 0.34 inchs E= 1600 ksi Grade DF/L No.2 or Better %LL 72.7% Ce= 2.06 ft E,,,n= 580 ksi Load Duration,Co TEN YEARS 1.0 OCCUP LIVE Fb'=(Fb)(Cd)(Ct)(CF)(CM)(Ci)(Cr)(CL)(Cfu)=1,024 psi F,0= 625 psi Temperature Factor,C, DRY T<=100°F FV=(Fv)(Cd)(Ct)(CM)(Ci)=180 psi Approx.weight 4.10 - lbs/ft Wet Service Factor,Cu MOISTURE CONT LESS THAN 19% E'=(E)(Ct)(CM)(Ci)=1,600,000 psi R1 Req'd Bearing Width 1.00 in. Incising Factor,C, MEMBER IS NOT INCISED Fc.L'=(Fc1)(Ct)(CM)(Ci)=625 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor C, MEMBER IS REPETITIVE fb=842 psi<Fb'=1,024 psi Bending Capacity=82.2% M=2,220 ft-lbs<Mmax=2699 ft-lbs Member 2 x 12 N=45 psi<Fv'=180 psi Shear Capacity=24.8% Number of Plies 1 Ply V=501 lbs<Vmax=2,025 lbs Max LL Defl=0.249 inches=L/751 LL Deft.Capacity=47.9% (1 Ply) 2 x 12 at 16 in.o.c.,DIMENSIONAL LUMBER DF/L No.2 or Better Max TL Defl=0.342 inches=L/546 TL Defl.Capacity=43.9% Copyright/0 2015 Miller Consulting Engineers,Inc. 2,500 0.000 2,000 0.050 1,500 -0.100 \\ t \, -0.150 u I 1,000 e r o -0.200 500 \ o -o.zso 0 � __.';._. -0.300 -500 - -0.350 -1,000 0 -0.400.o =shear 0 0 ' H m m < .n m n n m o ''‘3, ,7,', °i m a o o - n n n a n n n n 2 00 2 2 - °1 n n e v n -Moment Distance(ft) Distance(ft) Notes: w=(15+40)psf*1.33ft=73plf I2 = s 4 e"ita > (r1-1:-) = t c 1.'05 0 -4 r ...t- (l( ,`( 1 Attic Conversion 150975 9570 SW Barbur Blvd Project Name Project # dirt Suite One Hundred 12160 SW Ann Place, Tigard Oregon IlkPortland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC 1/26/16 of28 ENGINEERS Fax: 246-1395 By Ck'd `J Date Page 11 LEDGER DESIGN Design Criteria ' LL= 40 psf P I ", DL= 15 psfe I TL= 55 psf b I Trib. = 7.835 ft I w= 430.925 plf MI Side Member Thickness= 1.5 in ���.......,... Side Member Depth= 11.25 in ---I ,Y, u- Cr' Main Member Thickness= 3.5 in �'i " . . e= 1.5 in I Shear(Z)= 280 lb • Withdrawl (W)= 172 lb/in CD= 1 Cm = 1 Ct= 1 • T1 Fastener type: Simpson SDS Screws Fastener Size= 1/4 in dia. T2 Fastener Length= 3 in Amax= 2.00 in T3 Nun= N/A in T4 Pact= 2.00 in Cd= 1.00 Fastener Group Spacing= 16 in #of Fasteners= 3 per group T P= 574.567 lb per fastener group Loaded Edge Dist. Used= 1.00 in 1"min.edge i R Unloaded Edge Dist. Used= 1.00 in 0.38"min. edge V Spacing Between Rows= 4.63 in 1"min. spacing Z'a1= 285.4 lb >202 OK V= 192 lb Per Fastener Z'a-,= 281.7 lb > 194.7 OK W'= 172 bun Per Fastener Z'a3= 280.1 lb > 191.6 OK Z'= 280 lb Per Fastener Z'a4= lb S1 = 10.25 in T1 = 64.2 lb R1 = 202.0 lb a1= 18.52 ° S2= 5.63 in T2= 35.2 lb R2= 194.7 lb a2= 10.42 ° S3= 1.00 in T3= 6.3 lb R3= 191.6 lb a3= 1.87 ° S4= in T4= lb R4= lb a4= ° Use(3)0.25 in dia.x 3" long Simpson SDS Screws at 16"o.c. Attic Conversion 150975 4 r 9570 SW Barbur Blvd Project Name Project # 4Suite One Hundred 12160 SW Ann Place, Tigard Oregon MkPortland, OR 97219-5412 Location MILLER T& R Construction Client CONSULTING (503)246-1250 MC1/26/16 of28 ENGINEERS Fax: 246-1395 By Ck'd j 1\ Date Page ` ' 2012 National Design Specification for Wood Construction(ASD) Reduction Bending F, Shear F, Bearing F,, E&E,°;,, Re= 7.77 OK<50 ark Stair stringer Material:DIMENSIONAL LUMBER Co 1.00 1.00 Erne 580,000 psi Grade:DF/L No.2 or Better C, 1.00 1.00 1.00 1.00 FbE= 11518 psi Span 8.75 ft C„= 1.00 ft size=2 x 6 at 16 in.o.c. CF 1.30 Fb*. 1346 psi x1= 0.00 ft w1= 73.15 lbs/ft b= 1.500 in CM 1.00 1.00 1.00 1.00 FbE/Fb*= 8.56 x2= 8.75. ft w2= 73.15 lbs/ft d= 5.500 in C, 1.00 1.00 1.00 1.00 F,,= 1337 psi Xa= 0.00 ft Pa= 0 lbs A= 8.25 in' C, 1.15 F,'= 180 psi Xb= 0.00 ft Pb= 0 lbs S= 7.56 in3 Cv 1.000 F«= 625 psi Xc= 0.00 ft Pc 0 lbs I= 20.80 in' Cb 0.993 E'= 1,600,000 psi R1= 320 lbs V= 287 lbs El= 33,275 kip-in' Cr„ 1.00 R2= 320 lbs M= 700 ft-lbs Fb= 900. psi LL 4ib„t=U 360 LL A= 0.21. inchs F,= 180 psi Material DIMENSIONAL LUMBER TL 4,;n,;,a U 240 TL A. 0.29 inchs E= 1600 ksi Grade DF/L No.2 or Better %LL 72.7% Ee= 2.06 ft En,;n= 580 ksi Load Duration,Co TEN YEARS 1.0 OCCUP LIVE Fb'=(Fb)(Cd)(Ct)(CF)(CM)(Ci)(Cr)(CL)(Cfu)=1,337 psi F,,= 625 psi Temperature Factor,C, DRY T<=100°F FY=(Fv)(Cd)(Ct)(CM)(Ci)=180 psi Approx.weight ''2.01 lbs/ft Wet Service Factor,CM MOISTURE CONT LESS THAN 19% E'=(E)(Ct)(CM)(Ci)=1,600,000 psi R1 Req'd Bearing Width 1.00 in. Incising Factor,C, MEMBER IS NOT INCISED Fc.L'=(Fcl)(Ct)(CM)(Ci)=625 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor C, MEMBER IS REPETITIVE fb=1,111 psi<Fb'=1,337 psi Bending Capacity=83.1% M=700 ft-lbs<Mmax=842 ft-lbs Member 2 x 6 N=52 psi<Fv'=180 psi Shear Capacity=28.9% Number of Plies 1 Ply V=287 lbs<Vmax=990 lbs Max LL Defl=0.211 inches=L/497 LL Defl.Capacity=72.5% (1 Ply) 2 x 6 at 16 in.o.c.,DIMENSIONAL LUMBER DF/L No.2 or Better Max TL Deft=0.291 inches=L/361 TL Defl.Capacity=66.5% Strongback to stringer Copyright©2015 Miller Consulting Engineers,Inc. 800 0.000 600 -0.050 400 _ -0.100 s \ c -0.150 200 - ..r:," o a -0.200 -0.250 -200 � \ -0.300 -400 0 -0350 0 =Shear o 0 2 cr n 2 2 2 e a n m 2 2 n. n m m o 0 0 -- n r n m ,n m n v v r4 a „ a is:.' n m m m Moment Distance(ft) Distance(ft) Notes: w=(15+40)psf*1.33ft=73plf 9570 SW Barbur Blvd Attic Conversion Project Name Project # 150975 , Et Suite One Hundred 12160 SW Ann Place, Tigard Oregon maPortland, OR 97219-5412 Location MILLER T& R Construction Client CONSULTING (503)246-1250 MC 1/26/16of28 ENGINEERS Fax: 246-1395 By Ck'd `e... ''"`) Date Page L 7,1 2012 National Design Specification for Wood Construction(ASD) Reduction Bending Fe Shear F, Bearing F,0 E&Em,,, R8 24.86 OK<50 Mark Floor-Joist hdr at stairs Material:DIMENSIONAL LUMBER Co 1.00 1.00 E',,,, 580,000 psi Grade:DF/L No.2 or Better C, 1.00 1.00 1.00 1.00 F0E= 1126 psi Span 5.33 ft e,_ 5.00 ft size=2 x 12 CF 1.00 Fa*= 900 psi x1= 0,00 ft w1= 400.95 lbs/ft b= 1.500 in CM 1.00 1.00 1.00 1.00 FbE/Fb`= 1.25 x2= 5.33 ft w2= 400.95 lbs/ft d= 11.250 in C, 1.00 1.00 1.00 1.00 Fe= 801 psi Xa= 0,00 ft Pa= 0 lbs A= 16.88 in° Cr 1,00 F,'= 180 psi Xb= 0.00 ft Pb= 0 lbs S= 31.64 in3 C„ 1.000 F„'= 625 psi Xc= 0.00 ft Pc 0 lbs I= 177.98 ina CL 0.890 E'= 1,600,000 psi R1= 1069 lbs V= 693 lbs E'I= 284,766 kip-in' Cfu 1.00 R2= 1069 lbs M= 1424 ft-lbs Fb= 900 psi LL Aim,=L/ 360 LL A= 0.02 inchs F,= 180 psi Material DIMENSIONAL LUMBER TL Aiimn=U 240 TL A= 0.03 inchs E= 1600 ksi Grade DF/L No.2 or Better %LL 72.7% Ee= 10.30 ft Emi„= 580 ksi Load Duration,Cc TEN YEARS 1.0 OCCUP LIVE Fb'=(Fb)(Cd)(Ct)(CF)(CM)(CI)(Cr)(CL)(Cfu)=801 psi F,0= 625 psi Temperature Factor,C, DRY T<=100'F Fv'=(Fv)(Cd)(Ct)(CM)(Ci)=180 psi Approx.weight 4.10 lbs/ft Wet Service Factor,CM MOISTURE CONT LESS THAN 19%. E'=(E)(Ct)(CM)(Ci)=1,600,000 psi R1 Req'd Bearing Width 1.14 in. Incising Factor,Cr MEMBER IS NOT INCISED Fci'=(Fc1)(Ct)(CM)(Ci)=625 psi R2 Req'd Bearing Width 1.14 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=540 psi<Fb'=801 psi Bending Capacity=67.4% . M=1,424 ft-lbs<Mmax=2,113ft-lbs Member 2 x 12 fv=62 psi<Fv'=180 psi Shear Capacity=34.2% Number of Plies 1 Ply V=693 lbs<.Vmax=2,025 lbs Max LL Deft=0.019 inches=L/3,407 LL Defl.Capacity=10.6% (1 Ply) 2 x 12,DIMENSIONAL LUMBER DF/L No.2 or Better Max TL Defl=0.026 inches=L/2,478TL Deft.Capacity=9.7% Copyright©2015 Miller Consulting Engineers,Inc. 2,000 0.000 1,500 -0.005 '--- 1.000 0.010 • a . 500 \ u V \ ••� 2 -0.015 > G 500 -0.020 -1,000 -0.025 -1,500 0 -0.030 , (=Shear 0 0 0 = n ro m m e 4 e e m o a a a 0 .- a a n r r M m r, ,e a . < < e ui rri -Moment Distance(ft) Distance(ft) Notes: w==55psf*(11.92ft*0.5+1.33ft)=401plf Attic Conversion 9570 SW Barbur Blvd 150975 Suite One Hundred Project Name Project # Art12160 SW Ann Place, Tigard Oregon ® Portland, OR 97219-5412 " Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC 1/26/16 of28 ENGINEERS Fax: 246-1395 By Ck'd )Date Page .1 2012 National Design Specification for Wood Construction(ASD) Reduction Bending Fe Shear F, Bearing F,, E&E,u, Re. 8.29 OK<50 Mark Floor-top of stair dl7+joist Material:DIMENSIONAL LUMBER C2 1.00 1.00 E'm0= 580,000 psi 0) Grade:DF/L No.2 or Better Ct 1.00 1.00 1.00 1.00 F„E= 10136 psi Span 15.58 ft 6,= 5.00 ft size=2 x 12 CF 1.00 Fb" 900 psi x1= 0.00 ft w1= 73.15 lbs/ft b= 4.500 in CM 1.00 1.00 1.00 1.00 FbEb- /F°- 11.26 x2= 15.58 ft w2= 73.15 lbs/ft d= 11.250 in C; 1.00 1.00 1.00 1.00 Fe= 896 psi Xa= 1.00 ft Pa= 195 lbs A= 50.63 in' Cr 1.00 F,'= 180 psi Xb= 2.33 ft Pb= 195 lbs S= 94.92 in' Cy 1,000 F„'. 625 psi Xc= 3.33 ft Pc= 1069 lbs I= 533.94 in4 Cb 0.995 E'= 1,600,000 psi R1= 1759 lbs V= 1690 lbs El= 854,297 _kip-in° CB 1.00 R2= 840 lbs M= 4811 ft-lbs Fb= 900 psi LL A,r,;t=L/ 360 LLA= 0.17 inchs P0= 180 psi Material DIMENSIONAL LUMBER TL A„,,,=u 240 TL A= 0.24 inchs E= 1600 ksi Grade DF/L No.2 or Better. %LL 72.7% Ba= 10.30 ft Emm= 580 ksi Load Duration,Cc TEN YEARS 1.0 OCCUP LIVE Fb'=(Fb)(Cd)(Ct)(CF)(CM)(Ci)(Cr)(CL)(Cfu)=896 psi F„= 625 psi Temperature Factor,Ct DRY T<=100°F FV=(Fv)(Cd)(Ct)(CM)(Ci)=180 psi Approx.weight 12.30 lbs/ft Wet Service Factor,Cb, MOISTURE CONT LESS THAN 19% E'=(E)(Ct)(CM)(Ci)=1,600,000 psi R1 Req'd Bearing Width 1.00 in. Incising Factor,C1 MEMBER IS NOT INCISED Fol.=(Fcl)(Ct)(CM)(Ci)=625 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=608 psi<Fb'=896 psi Bending Capacity=67.9% M=4,811 ft-lbs<Mmax=7,085 ft-lbs Member 2 x 12 N=50 psi<Fo'=180 psi Shear Capacity=27.8% Number of Plies 3 Plies V=1,690 lbs<Vmax=6,075 lbs Max LL Defl=0.173 inches=L/1,081 LL Defl.Capacity=33.3% (3 Plies) 2 x 12,DIMENSIONAL LUMBER DF/L No.2 or Better Max TL Defl=0.238 inches,=L/786 TL Def.Capacity=30.5% Copyright©2015 Miller Consulting Engineers,Inc. 6,000 0.000 5,000 4,000 `, -o.oso y 3,000 \ r -0.100 42,000 o 1,000 / .. ra -0.150 _0.200 -1,000 -2,000 -0.250 oshear o o - „ m m < o ,o r ;. m o ,- oi m m < v o o r ,4 ,° L ; „ „ m o a _ « N r, < < g -Moment Distance(ft) Distance(ft) Notes: w=(15+40)psf*1.33ft=73plf p=(rxn floor joist hdr @ stairs)=10691bs p=55psf*1.33ft*5.33ft*0.5=1951bs 0A = "? 4 a$ `6o Lv5 4-10 -3 -C 90 (0u111.7.„ in Us ce.6a- • Attic Conversion 150975 9570 SW Barbur Blvd Project Name Project # A Suite One Hundred 12160 SW Ann Place, Tigard Oregon ® Portland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC 1/26/16fC, of28 ENGINEERS Fax: 246-1395 By Ck'd Date Page : 5 � WizBeam P1/1i7Beam Project: Project:(a) ill Chi kms- 4 By: Date: Checked: Date: Page: By: Date: Checked: Date: Page: Description: Reactions - kips, kip ft Units: English Properties - X = feet, E = ksi, I = in^4 J X = 0; E = 1600; I = 415.28; 0. Moment Releases - X = feet -^ Supports - X = feet, Displacement = inches, Rotation = radians X = 0; Disp = 0; ' 1 ( / 6, _(„y.�) X = 8.5; Disp = 0; Shear - kips '7" Springs - X = feet, VSpring = kip/inch, RSpring = kip in/rad Point Loads - X = feet, PLoad = kips, Moment = kip ft S 1.403743 X = 5.33; PLoad = -1.759; t -yy ()v._ ,cu `�- - 4` r or y1...$)5'9 r i,F . _ Uniform Loads - XStart & XEnd = feet, UStart & UEnd = kip/ft , , / XStart - 0; XEnd = 5.33; UStart -.036; UEnd = -.036; ,. �"' ,„.t < ` ,.. '``1 ,e`; �,,. XStart ,.. 0; XEnd = 8.5; UStart = -.085; UEnd = .085; ,sw,,, ,,& s b°ao / 1,. ', C..t." : , ¢ems. -2.635 XStart = 5.33; XEnd = 8.5; UStart -.431; UEnd -.431; , , t �f r �5 P,, 6/5, co;:;,--)/1., Moment - kip ft 47 ° __c5.763210 4, 0 c _� -0.0C,0000 L / / O Zc. Rotation - radians 0.002712 rf /4 Fr" Lf X 1-2,.. 13,14 _ �--- i I (A=14 —6( x---k., C-,c. .r V/(-VL( -1.,, 4 Deflection - inches ., nnonnn •-i..•63 6 WinBeam 3.30 - Registered to Miller Consulting Engrs. WinBeam 3.30 - Registered to Miller Consulting Engrs. 2012 National Design Specification for Wood Construction(ASD) Reduction Bending Fe Shear F, Bearing F,, E&E,,,, Rs= 22.70 OK<50 ark Header at Main hall door-wall ledger Material:DIMENSIONAL LUMBER0 Co 1.15 1.15 E',,,,,= 580,000 psi Grade:DF/L No.2 or Better Cr 1.00 1.00 1.00 1.00 Fbr= 1350 psi Span 4.17 ft le= 4.17 ft size=2x12 CF 1.00 F•- b- 1035 psi x1= 0.00 ft w1= 575.925 lbs/ft b= 1.500 in CM 1.00 1.00 1.00 1.00 Fbe/FS'= 1.30 x2= 4.17 ft w2= 575.925 lbs/ft d= 11.250 in Cr 1.00 1.00 1.00 1.00 Fe= 931 psi Xa= 0.00 ft Pa= 0 lbs A= 16.88 int Cr 1.00 F,;= 207 psi Xb= 0.00 ft Pb= 0 lbs S= 31.64 in3 Cv 1.000 F,,= 625 psi Xc= 0.00 ft Pc= 0 lbs I= 177.98 in4 CL 0.900 E= 1,600,000 psi R1= 1201 lbs V= 661 lbs El= 284,766 kip-in' Cfu 1.00 R2= 1201 lbs M= 1252 ft-lbs Fb= 900 psi LL Ai;„,,.-U 360 LL A= 0.01 inchs F,= 180 psi Material DIMENSIONAL LUMBER TL A1,,,4=U 240 TL A. 0.01 inchs E= 1600 ksi Grade DF/L No.2 or Better %LL 62.5% 6e= 8.59 ft Em,;n= 580 ksi Load Duration,Co TWO MONTHS 1.15 SNOW LOAD Fb'=(Fb)(Cd)(Ct)(CF)(CM)(Ci)(Cr)(CL)(Cfu)=931 psi F„= 625 psi Temperature Factor,C, DRY T<=100°F FJ=(Fv)(Cd)(Ct)(CM)(Ci)=207 psi Approx.weight 4.10 lbs/ft Wet Service Factor,CM MOISTURE CONT LESS THAN 19% E'=(E)(Ct)(CM)(Ci)=1,600,000 psi R1 Req'd Bearing Width 1.28 in. Incising Factor,C, MEMBER IS NOT INCISED Fcl.=(Fc1)(Ct)(CM)(Ci)=625 psi R2 Req'd Bearing Width 1.28 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=475 psi<Fb'=931 psi Bending Capacity=51.0% M=1,252 ft-lbs<Mrnax=2,456 ft-lbs Member 2 x 12 fv=59 psi<Fd=207 psi Shear Capacity=28.4% Number of Plies 1 Ply V=661 lbs<Vmax=2,329 lbs Max LL Defl=0.009 inches=L/5,756 LL Defl.Capacity=6.3% (1 Ply) 2 x 12,DIMENSIONAL LUMBER DF/L No.2 or Better Max TL Defl=0.014 inches=L/3,597 TL Defl.Capacity=6.7% Wall ledger shall be cont.over wall opening below Copyright©2015 Miller Consulting Engineers,Inc. 1,500 0.000 1,000 .. - o.00z 0.004 500 / r -0.006 .o c -500 o -0.010 -0.012 -1,000 -0.014 -1,500 0 -0.016 =Shear o o ,- r n N „ n m 2 M 2 < 2 0 0 0 0 0 _ _ - r, 7i g 2 r ,° 2 °, 111 °, v o -Moment Distance(ft) Distance(ft) Notes: w=55psf*15.67ft*0.5+15psf*lft+8psf*16.25ft(loft floor+lower roof+wall) ''-- �.�� ev Le r.�( ,2)-4...1-1,-,i3)7f 1-9 r 5- - l3 is t 64 (-2") �a s�, LT-7I [E s �'t r � (.`1) `5 th. 7 S `s` t 4 ' ° , t., 9570 SW Barbur Blvd Attic Conversion 150975 Suite One Hundred Project Name Project # 12160 SW Ann Place, Tigard Oregon ® Portland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC1/26/16 of 28 ENGINEERS Fax: 246-1395 By Ck'd Date Page 11 • keVE,T. br- :-.,,r1.01-,yis -to (,.t.F.,t.) c.,,,L.A.:, _.,.x,%. -T-‘ ,...,(.,-, e- (!! YC, Xi t; c- .) Y vi DEZAL '." D4--'/of=F ( )/7-• a ''.'''-22c-i- r--' Ct. z i 1 IN -XL.',11 ta,r / 2) r-e--,,,,,,A. -Gl'A. ItIt '-.A t,),A-t_,k, Ft.,(2., « ct-- Lk-; L4Q -,,e e 3)11-= Roo pcf- 1.4(4.., = no, Lieq-- ---Pr 11.)A1A. 7.: 8 ps-F s) ----- G,Li rAF- , ... - . (r)-4-L ) t„...., 7" Co kG1 ,./,. 2 .y I.-A G.>''V=IA AWP J__(..-4-i-i) rlecs,-, 1./63..., s-p-t•I iii5 , LrtUi'k > ) 75- /--7L-- :)::, 11 11 •3'5 2,1-'6 11 L,L.rA r-.'t 0 1,-(=-. '2'71*r."';k(7S ,ti'. OA cr.,11-•V1...Al- • f)204,,iN \A),1.-:,-'6,0,-N, f\-1.3•A‘.; '-.Y-> (56--te-/JE,v-1- pLO Di, ;,,,, 1`4N)-- (0 , "f 14 or5r---(,?,,‘ ( V A . C. k2..i,,, , % ".A2-F. i' ...-,,','-Q.-/ ,,5 6 t i tj..;''1`v- CP,`&•, .. ' (t` ) ..,:::1,.., 7 ?,--1-9 ft.T. - -,-- (-Pt 1.- Attic Conversion 4150975 Suite957OOne re SWOBHaurbnudrBdlvd Mi Portland, OR 97219-5412 Project Name Project # Location 12160 SW Ann Place, Tigard Oregon A T& R Construction MILLER Client CONSULTING (503)246-1250 MC 1/26/16 of 28 ENGINEERS Fax: 246-1395 By Ck'd F\h-....I Date Page 0 izBeam WizBeam Project: Projecf ) 73,74@ P 5 fOO - <-. 7p!..5.!r f , By: Date: Checked: Date: Page: By: ij Date: Checked: Date: Page: Description: Reactions - kips, kip ft Units: English Properties - X = feet, E = ksi, I = in^4 X = 0; E = 1800; I = 2490.75; Moment Releases - X = feet p T T '« { cz Supports - X = feet, Displacement = inches, Rotation = radians SC;;;-5,„e7) tel X = 1; Di5j = 0; f1-1,-,\ --,--- �+A I . Gr). ( , \Y1. e".14 �� X = 15; Disp = 0; Shear - kips 1--r‘.;-1, -.tA05s.c.✓ Springs - X = feet, VSpring = kip/inch, RSpring = kip in/rad 4.850589 ''- C V"6"-" Point Loads - X = feet, PLoad = kips, Moment = kip ft ''. I c, � 71 4,)U 361'!10,4�f`. < Uniform Loads - XStart & XEnd = feet, UStart & UEnd = kip/ft XStart = 0; XEnd = 12.33; UStart = -.687; UEnd = -.687; ..,' P XStart = 12.33; XEnd = 16; UStart = -.877; UEnd = -.877; -5.27471 Moment - kip ft 1.6_.780393 .2 �1 . Gu.4sdouu- Z. -cr ;tom a '7-1 5-4.C.t t .r . P 3 .— -. _ .‘ b(t, ( t)w ... !'l:. ( ; " ). r OP/ Rotation - radians 2,7:`,-S..'.t 1 ::4 f I 102489 O.00cSrY '"tV ,- (. v. Deflection - inches ` - 0.0301 3 WinBeam 3.30 - Registered to Miller Consulting Engrs.__.... .y.--.--- ....v.,.,-.-_ --..,_ WinBeam 3.30 - Registered to Miller Consulting Engrs. e. 1 It ) \iv'\ f C.dy F.„, :t 0 C CZ,t� L� o r�� ( ) ' sem _ ,, .a. .: #,4.1 R : of C1i 1 q C/5 � `( ell\v� 'Du, ; , < " _`04) x.. .. TS F rt t t-- ' Ni'l Xi tk,-- ',...0kr. ". C„ F4 ; t t,,,a`,# 9,'f..*; I L o F Coto = f o5% >e—cfvf-1? --tv Ce") 3 oc9 l 1,,t,.-e,,,sti t5 wrT1u a S'l, AItowed_dJ-1 0550-3404‘4 A--- (so t-v{2-T1104 IA-pert-1'5`5 L5 G—�-`c) C- CC - ti-L54' -a_,,) ...1-5 (e,—;'„` ca,„� r r`-n , ... 6c6-..1.2...,1,... t.„, �. 12 Poe _ 1 I 5k.“7 .0 " 1 -4-- /' .2 ; 1;-153) � "/ g. - ^ .c £ # 1 i'_,.-.-� ..,,,,_,,i, ;,f 4y tf" I fry i t ,/ t r....,)---:'(-1 .,)CI b€ 1_,•x (? 1 .,..19)/' ( t i 3'3{) e -1a fig,,_ a e e'` r,,.f , .t-; rte; - �• t T nz----- ,2, .— "r'X1,72. . 4 j /`J` .- ifs `1„/-7- ( . /`� u'a;` sem-" / Yom^" .y 1 � 4Attic Conversion 9570 SW Barbur Blvd 150975 gr Suite One Hundred Project Name Project # 12160 SW Ann Place, Tigard Oregon 111 Portland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC 1/26/16 of28 ENGINEERS Fax: 246-1395 By Ck'd Date Page (/' J , 14/1izBeam P1/1/7" Beam cy t e 4 Project: Project: By: Date: Checked: Date: Page: By: M` Date: Checked: Date: Page: Description: Reactions - kips, kip ft Units: English ....._...... ....._...._.._...................._..................__..__..__......_........_...__..._. I fI Properties - X = feet, E = ksi, I = inA4 —�-- X = 0; E = 1800; I = 738; Moment Releases - X = feet Supports - X = feet, Displacement = inches, Rotation = radians 4.0 X = 0; Disp = 0; X = 15.7; Disp = 0; Shear - kips Springs - X = feet, Vspring = kip/inch, RSpring = kip in/rad '.682090 Point Loads - X = feet, PLoad = kips, Moment = kip ft X = .67; PLoad = -.564; X = 3.17; PLoad = -.564; X = 9.53; PLoad = -.564; X = 12.03; PLoad = -2.107; Uniform Loads - XStart & XEnd = feet, UStart & UEnd = kip/ft -5.06202 ' XStart = 0; XEnd = .67; UStart = -.451; UEnd = -.451; XStart = 0; XEnd = 15.7; UStart = -.108; UEnd = -.108; Moment - kip ft XStart = 3.17; XEnd = 9.53; UStart = -.451; UEnd = -.451; XStart = 12.03; XEnd = 15.7; UStart = -.294; UEnd = -.294; __..._....__.........x.]_9....60.4.8.24 -0.000000 Rotation - radians ,n 01.0.923_ Deflection - inches nnnnnn Winaeam 3.30 - Registered to Miller Consulting Engrs. wineeam 3.30 - Registered to miller Consulting Engrs. ti- 1, 2012 National Design Specification for Wood Construction(ASD) Reduction Bending F, Shear F, Bearing F,, E d E,°;, Re= 4.75 OK<50 '' ark Bm at bearingwallati master BR Material:GLULAM Cc 1.15 1.15 Ems 950,000 psi Grade:24F-V4N8 WIDTH 5.1/8 C, 1,00 1.00 1.00 1.00 FbE= 50470 psi Span 15.70 ft C,= 2.00 ft size=51/8x12 CF 1.00 Fb'= 2760 psi x1= 0.00 ft w1= 0 lbs/ft-I ,j[\ b= 5.125 in CM 1.00 1.00 1.00 1.00 FbE/Fb*= 18.29 x2= 15.70 ft w2= 0 lbs/ft 9v d= 12.000 in C 1.00 1.00 1.00 1.00 Fe= 2752 psi Xa= 0.00 ft Pa= 0 lbs / A= 61.50 in2 C, 1.00 F,;= 305 psi Xb= 0.00. ft Pb= 0 lbs S= 123.00 ins Cv 1.000 F„,_'=i-_ 650 psi Xc= 0.00 ft Pc= 0 lbs 1= 738.00 in" CL .0.997 E'= 1,800,000 psi R1= 4682 lbs V= 5062 lbs E'I= 1,328,400 kip-in2 Cfu 1.00 R2= 5062, lbs M= 19605 ft-lbs Fb= 2400 psi LL Ai,,e=L/ 360 LL A= 0.41 inchs `) F,= 265 psi Material GLULAM TL Armc=u 240 TL A= 0.66 inch V1,r E= 1800 ksi Grade 24F-V4N8 WIDTH 5 1/8 LL 62.5% C.= 4.12 ft E,,,= 950 ksi Load Duration,Co TWO MONTHS 1.15 SNOW LOAD Fb'=(Fb)(Cd)(Ct)(CM)(Cr)(Cv or CL)(Cfu)=2,752 psi F,,= 650 psi Temperature Factor,C, DRY T<=100°F FV=(Fv)(Cd)(Ct)(CM)=305 psi Approx.weight 14.95` lbs/ft Wet Service Factor,CM MOISTURE CONT LESS THAN 16% E'=(E)(Ct)(CM)=1,800,000 psi R1 Req'd Bearing Width 1.41 in. Incising Factor,C, MEMBER IS NOT INCISED Fcl'=(Fc.L)(Ct)(CM)=650 psi R2 Req'd Bearing Width 1.52 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=1,913 psi<Fb'=2,752 psi Bending.Capacity=69.5% Glulam Shear reduction SHEAR UNREDUCED M=19,605 ft-lbs<Mmax=28,209 ft-lbs Member 5 1/8 x 12 fv=123 psi<Fe'=305 psi Shear Capacity=40.5% Number of Plies 1 Ply V=5,062 lbs<Vmax=12,495 lbs Max LL Defl=0.410 inches,=L/460 LL Defl.Capacity=78.3% (1 Ply) 5 1/8 x 12,GLULAM 24F-V4N8 WIDTH 51/8 Max TL Defl=0.656 inches=L/287 TL Defl.Capacity=83.6% • Copyright 02015 Miller Consulting Engineers,Inc.. 1 1.000 1 0.900 1 0.800 1 0.700 7, 1 0.600 .0 1o 0.500 o 0 0 0.400 0 0.300 0 0.200 0 0.100 0 0 0.000 =Shear e ,T N n w e m m n m m o : 2 w w Z a 2 n m n n m m o ,Ti n c a n -Moment Distance(ft) Distance(ft) Notes: • • • 9570 SW Barbur Blvd Attic Conversion Project150975 at Name Project # Suite One Hundred 12160 SW Ann Place, Tigard Oregon ® Portland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC ) 1/26/16 of 28 ENGINEERS Fax: 246-1395 By Ck'd 1 1N-t Date Page "l.J" - 0 2012 National Design Specification for Wood Construction(ASD) Reduction Bending Fe Shear F, Bearing Fri E&Emm RB= 5.49 OK<50 Mark Basement hall header Material:DIMENSIONAL LUMBER Co 1.00 1.00 E'm;,,= 580,000 psi Grade:DF/L No.2 or Better C, 1.00 1.00 1.00 1.00 FbE= 23051 psi Span 4.75 ft C a= 1.33 ft size=4 x 12 CF 1.10 F5'= 990 psi x1= 0.00 ft w1= 1500.825 lbs/ft b= 3.500 in CM 1,00 1.00 1.00 1.00 FbE/Fb-' 23.28 - x2= 4.75 ft w2= 1500.825 lbs/ft d= 11.250 in O,, 1.00 1.00 1.00 1.00 Fb'= 988 psi Xa= (ftz> ft Pa= Cjlt"? lbs 4-'3/2, A= 39.38 in2 C, 1.00 F. 180 psi Xb= 0.00 ft Pb= 0 lbs S.= 73.83 ,in3 Cv 1.000 F,[= 625 psi Xc= ,}0.00 ft Pc" 0 lbs I= 415.28 in C, 0,998 E= 1,600,000 psi U R1= tb'''R' lbs V= 2157 lbs El= 664,453 kip-in2 CM 1.00 R2= 3564 lbs - M= 4233 ft-lbs Fb= 900 psi LL A1;,n;t=L/ 360 LLA= 0.02 inchs F,= 180 psi Material DIMENSIONAL LUMBER TL/5,,,r,,,,=.L/ 240 TL A_ 0.03 inchs E= 1600 ksi Grade DF/L No.2 or Better %LL 62.5% t,= 2.74 ft E,n,,,= 580 ksi Load Duration,Co TEN YEARS 1.0 OCCUP LIVE Fb'=(Fb)(Cd)(Ct)(CF)(CM)(Ci)(Cr)(CL)(Cfu)=988 psi Fri= 625 psi Temperature Factor,C, DRY T<=100"F FV=(Fv)(Cd)(Ct)(CM)(Ci)=180 psi Approx.weight 9.57 lbs/ft Wet Service Factor,C,, MOISTURE CONT LESS THAN 19% E'=(E)(Ct)(CM)(Ci)=1,600,000 psi R1 Req'd Bearing Width 1.63 in. Incising Factor,C, MEMBER IS NOT INCISED Fcl'=(Fcl)(Ct)(CM)(Ci)=625 psi R2 Req'd Bearing Width 1.63 in. Repetitive Factor Cr MEMBER IS NOT REPETITIVE fb=688 psi<Fla'=988 psi Bending Capacity=69.7% M=4,233 ft-lbs<Mmax=6,077 ft-lbs Member 4 x 12 fv=82 psi<Fv'=180 psi Shear Capacity=45.7% Number of Plies 1 Ply V=2,157lbs<Vmax=4,725lbs Max LL Defl=0.017 inches=L/3,414 LL Deft.Capacity=10.5% (1 Ply) 4 x 12,DIMENSIONAL LUMBER DF/L No.2 or Better Max TL Defl=0.027 inches=L/2,134 TL Defl.Capacity=11.2% Copyright©2015 Miller Consulting Engineers,Inc. 5,000 0.000 4,000 - -- - -0.005 3,000 -_ 2,000 ' -0.010 V .0 1,000 ,r'f 2 -0.015 > o \ d m -1,000 -0.020 -2,000 -0.025 -3,000 -4,000 c, -0.030 0 0 0 0 0 ry 4 4 ry m 4 m m m v v o 0 o o 7 , ^ .1 e =Shear -Moment Distance(ft) Distance(n) Notes: =8pSf*16ft(twolevel walls)+S5pSf*15.33ft*0.5(new attic floor)t 55pSf*33.5ft*O.55(mainfloor)+15pSf*2ft(roof) ),/,1"-----}1 0 Q 7.-- 5 k kl" 42, 9570 SW Barbur Blvd Attic Conversion 150975 Project Name Project # A Suite One Hundred 12160 SW Ann Place, Tigard Oregon MbPortland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC .1t 1/26/16 s : of28 ByCk'd Date Pa e -* ENGINEERS Fax: 246-1395 g _p_, L.Dpan-).s -tv poo,c,,,,, ee-rile-tt—vi t„,,,,41,4„„ s LT)f 0-4;r Cie, , ,Pvv--, t c s. ) _ . vg w- - 6 , S2Q4., @ l-riic- Cts. IA '': . 5-/-1. -" *. -r 3,6'1?-7 (5')-,- c-,w(ePL Cts"; tei\ft", , 9 ` i. e : 1'. . - ' , ?,ter pp E ice':� CYOY:VIr r,v,..„ a•��At;�;.. 010 ;`_'°.,`x�. Co ,g/fi# ;`a‘.£:"x`-. s r Lc; t p., =i #3--vcs y`. `„,,; • ;.,,t�:7 iii;:„. ,/ `1 "f.? f-.t„, .- its Poi.\yi,} 'y r J i f(; 1 g c. e.-e\ t--,- ,m ir„3 r t,Y`/yam j t`: :#T.-{ 5,,,)q)0.4,,,%„1:l � '\°fps G, 4 L:P€--— gyp” ; p / 4 4 8c)()1 Lo on) i442..c.;"..-„E is 1,40 i?.-- - tf .,, s , .-,:.% sC-E 't,VE,-'T e "t t;: =-i'vz._ 4 date `(' 4 '3l] -tt2 tlA-K-- LAA-r, s+-t 4-yz-t- --2Fx-, �?� 51,'OS = Cam'1-- V ST 2q o c(1::;4--c,:)( t,: ) :,,,i,,-..„.),;:" >L:47:: t 23: IA:4-cS-.-)1c.EU, 1b 3`' S 1 °r (c .e_, Attic Conversion 150975 dir 111 9570 SW Barbur Blvd Project Name Project # Suite One Hundred 12160 SW Ann Place, Tigard Oregon milk Portland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC 1/26/16of28 ENGINEERS Fax: 246-1395 By Ck'd ll Date Page V` 2012 National Design$ ecification for Wood Construction(ASD) Reduction Bending F, Shear F, Bearing F, E&E,,,,, R= 3.36 OK<50 9 P a Mark Attic bearing wall support Material:GLULAM CD 1.15 1.15 E',,;,,= 950,000 psi Grade:24F-V4N8 WIDTH 5 1/8 C, 1.00 1.00 1.00 1.00 FbE= 100940 psi Span 15.75 ft C,= 1.00 ft size=5 1/8 x 12 CF 1.00 Fe= 2760 psi x1= 0.00 ft w1= 664 lbs/ft b= 5.125 in Cu 1.00 1.00 1.00 1.00 FbE/Fb`= 36.57 x2= 15.75 ft w2= 664 lbs/ft d= 12.000 in C, 1.00 1.00 1.00 1.00 F6= 2756 psi Xa= 0.00 ft Pa= 0 lbs A= 61.50 int Cr 1.00 F' 305 psi Xb= 0.00 ft Pb= 0 lbs S= 123.00. in3 C5 1.000. F,i= 650 psi Xc= 0.00 ft Pc= 0 lbs I= .738.00 in" Cir. 0.999 E'= 1,800,000 psi R1= 5229 lbs V= 4565 lbs E'I= 1,328,400 kip-int ON 1.00 R2= 5229 lbs M= 20589 ft-lbs Fb= 2400 psi LL Lbn,b=U 360 LL A= 0.45 inchs Fe= 265 psi Material GLULAM TL 4;m0=U 240 TLA= 0.73 inchs E= 1800 ksi Grade 24F-V4N8 WIDTH 51/8 %LL 62.5% C.= 2.06 ft E,,;,= 950 ksi Load Duration,Cc TWO MONTHS 1.15 SNOW LOAD Fb'=(Fb)(Cd)(Ct)(CM)(Cr)(Cv or CL)(Cfu)=2,756 psi F05= 650 psi Temperature Factor,C, DRY T<=100°F FV=(Fv)(Cd)(Ct)(CM)=305 psi Approx.weight 14.95 ! lbs/ft Wet Service Factor,Cu MOISTURE CONT LESS THAN 16% E'=(E)(Ct)(CM)=1,800,000 psi R1 Req'd Bearing Width 1.57 in. Incising Factor,Ci MEMBER IS NOT INCISED Fcl'=(Fc1)(Ct)(CM)=650 psi R2 Req'd Bearing Width 1.57 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=2,009 psi<Fb'=2,756 psi Bending Capacity=72.9% Giulam Shear reduction SHEAR UNREDUCED M=20,589 ft-lbs<Mmax=28,250 ft-lbs Member 5 1/8 x 12 fv=111 psi<Fa=305 psi Shear Capacity=36.5% Number of Plies 1 Ply V=4,565 lbs<Vmax=12,495 lbs Max LL Defl=0.453 inches=L/417 LL Defl.Capacity=86.3% (1 Ply) 5 1/8 x 12,GLULAM 24F-V4/V8 WIDTH WIDTH 51/8 Max TL Defl=0.725 inches=L/261 TL Defl.Capacity=92.1% Copyright©2015 Miller Consulting Engineers,Inc. 25,000 0.000 , 20,000 __________ -o.too 15,000 NN',, -0.200 I 0.300 EC 10,000 \ I -0.400 > 5,000 - s f o -0.500 -0.600 -5,000 - -0.700 -10,000 0 -0.600 o o m m o. a m r r m m o o ,- m m o v m o o (Ti ri m m e 2 r n m W m o - r m m . n m =Shear -Moment Distance(ft) Distance(ft) Notes: • 9570 SW Barbur Blvd Attic Conversion 150975 at Project Name Project # Suite One Hundred 12160 SW Ann Place, Tigard Oregon MkPortland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC 1/26/16of28 ENGINEERS Fax: 246-1395 By Ck'd 'JDate Page '�� • ,( ! - (a") tri'3 1`'ki -f-f bt Sc `".., 1.,,,N1,::-,: x‘. ".L t^� °`f ->f1 °mak tptet.._ •-..._.;<s"',4._. '1', F- 123 Lf t .ff Y 72P\--04---4--- I (l); k W -W-1, 4. �A�. .. �.«,im,.«, Fr!--1:441-Igti,J Imo_. --- B 'i i , MAIftoo ', . - t5 ( t.5: ''�')17_ = I15p- () , (1'2') = 21cl ftir Lk, Lofs•F (6,X3/2--)- 9- )-1 -f 1h1Zg (\1, -trs f trc0fa 01,. -- k,-.5' V °GY- ISta¢ .1-- ( r( F +<r; F'^. '1 ?, ;/tr ,z,.. ,e1 )- ftp.' `': t7 s r— (I`',?'')/° -- 6 ,f(13' 1'1?,-f- -I` t'S-05F-(75,F71,2_= `511+ -1= Miii, Ir-t-v (t,= IO p51= ( (S(T /z. x21..," d-s = (.0 t 174- - Vitt 7"Vitt v. PL-1 1S- (f 3 f/-i) -.t 'S' r ..e' r, j ; 7: ('t p.4=-- /,,,, -i f ,1,0 t<.a r',..se. -% p( = tau t, i- tyt 117`{ ( r3`3 1 _ t 04:) ,-J-4 (. 't it 011 Cr) `~,} ,r+ 1 �y (f f � w. d' i ,.. `" 1 �. 1 ( 1f-i i"la . v/f: �} 1C.j-2,4, 4-: rt „:„:„.k.,,,,,,,„t - ?2, .. �i 147 F.. 1 ' ,_1 '.1 t: 1- 3 9 c 11 41 1'8'} 4 ... (f t). *t4 j r.'4' ti'at- t f ma.,,-.'-• -�.. m Attic Conversion 150975 9570 SW Barbur Blvd Project Name Project # A Suite One Hundred 12160 SW Ann Place, Tigard Oregon Portland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC „e1,; 1/26/16 of 28 ENGINEERS Fax: 246-1395 By Ck'd - ' J” Date Pagett' i✓'fid " i t .;a / r) s Li (3.S-4- J �{ E } , �, j tf`z ` a ( .� .� /304 3 F n e,¢tt1# 9,0—64 8 i 4)3 — 15�7� ( 1 O +26/2 5 ' t) 3-51 rfi L/Ung 1 sjg"2 1767 Attic Conversion 150975 9570 SW Barbur Blvd Project Name Project # Suite One Hundred 12160 SW Ann Place, Tigard Oregon Portland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC 1/26/16 of 28 ENGINEERS Fax: 246-1395 By Ck'd Date Page �''F c. t _ liU . V'sX) -1, f.+ (''' S--1- f -4 -F e >. 2/S1,, t!, ,, i k€ ( } L req t r. 1 six" : 'Z_,,--/2, z, i ,V------------ i! ll I tt t `4 . aeg --(4v 5-42t- t t0-2c-K7 -"er''r , ) LA} ', -,--, y Li 3-2:4 X `(12, ,,,,,..1 , [7.;.,i2,,,1„ (€' %_,,. !0,2„,e--_, , , .J t(,) 'Fitt rf r72 1' (P.TVA.V g-- 19 r tt 4 'if tit a.N 5 tit ...b,."d' 4l s ; 1.1 1_,,,-,,,,, { '„.1 '� ',.,P°:)°�..,<. '1 z mac. �" c M, `"�' (j t 'r 4 t _._..,. U5E, ' \ / S s ,) } tAil '` , M-)(,{ }`,`)- .1,- st q- so,., . •i." {„i',1. Y lLt €✓s . _ 1 6,75,:s. dt,tt� t+ IA) t,P WELA- 1- * e-,.-( 2t p g 9570 SW Barbur Blvd Attic Conversion 150975 111114 Project Name Project # Suite One Hundred 12160 SW Ann Place, Tigard Oregon igi Portland, OR 97219-5412 Location T& R Construction MILLER Client CONSULTING (503)246-1250 MC 1/26/16 , of ENGINEERS Fax: 246-1395 By Ck'd Date Page 2L