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Specifications (27) TA Os/ 7 --‘4, 44fth- iik ES . Mk Oyu .: ' Y l� MILLER �� -� �1 ,? CONSULTING k 1' x� 4s a a ENGINEERS =..-w y“)N. C1 t STRUCTURAL CALCULATIONS 3 Tinker Residence Remodel 11787 SW Wilton Avenue, Tigard, Oregon Sean & Katie Tinker January 9, 2017 Project No. 161631 9 pages Principal Checked: K OFFICE COPY .0.D PROFFs�/ ‘4Gt N FF O 417252 'E � A 1 �' �N o O 91�s/°SEPH 01Zl EXPIRES:12-31-2018 *** 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 S W 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 Equivalent Fluid Pressure(active): N/A Retaining Walls: No PCF Passive bearing: N/A Structural System: Building Structure PCF Friction: N/A Vertical System: Wood framed Construction Lateral Sys: N/A Element Roof Floor Load Type Dead Dead Basic Design Value(PSF) 15 12 Loads: Load Type Snow Floor Live Value(PSF) 25 40 Deflection Criteria L/240 L/360 Lateral Design Parameters: Wind Design: N/A Exposure MPH Importance Factors IW= Is= Is= (ice) (seismic) I,= Risk Cat: I (snow) (ice) Seismic Design Seismic design parameters are based on published Latitude: 0.000000 I values from the USGS web site. Longitude: 0.000000 2%PE in 50 years,0.2 sec SA=Ss 2%PE in 50 years,1.0 sec SA=Si (Site class B parameters are indicated on this page,for actual site class used in design,refer to seismic design summary) Design Summary: The following calculations are for the installation of a new beam on the interior of the residence to replace and existing bearing wall. The changes do not affect the exterior or lateral system of the home and these calculations are for the new vertical support path for the existing loading. .� 9570 sw Barbur Blvd. Project Name: Tinker Residence Remodel Suite One Hundred Project#: 161631 _ Portland,OR 97219 Location: 11787 SW Wilton Avenue,Tigard,Oregon MILLER (503)246-1250 Client: Sean&Katie Tinker CONSULTING ENGINEERS FAX:246-1395 BY: JLT Ck'd: ejlif Date: 01/09/17 Page 1 of 9 :� `' /�>' �/ 13,-7"_. . _._,_ / ----• 36" 2' �1 ' • / -0 ■■=■� \ 37 1/2" 42 G,_- 3 7". x _ "M\,�-nvj\ ..-. ..�\ 3,..g< 9\ y r o /\ I Ir-- 1 I IL _I g a� '11 I --i--l' I r -11 r i 1 v < II f I Ilit 1 �-- Cf bOA w . m g- : au=671 1 O iT, n} ".b S cm c m I 1> ! I aC m 171 ` +; i I O N.111 ro 1 i l� (® I� I I 1 � —�r• 2' 2'-6" s. ). A T-10•X 4'-70• 10'X4' T- -11 0' 2,-7"" 17'-4" �� 11'-8" /5"-, J , Ati4 t!Y fLoox Pe.A,v. A.t, x 03 W 1E) C,ea.x SPAcF w x 0 ' n.,TLC$iP'AT if: 61141JC- 5PA&f Grr r4M4 (j) e \ 4X8 BEAMS ON 4X6 ..--., e lor ,` POSTS- 2"H;TYP� ... ........ ...,:. "37'1,"I%ev; 0. 7! ... :.• FLA dy BATtoiv RA"( 7 11'-8" dr 570 SW Barbur Blvd Suite One Hundred Project Name Tinker Residence Remodel Project # 161631 Portland, OR 97219-5412 Location 11787 SW Wilton Avenue, Tigard, Oregon MILLER Client Sean & Katie Ti ker CONSULTING (503)246-1250 ENGINEER S Fax: 246-1395 By .11T Ck'd Date 1/9/17 Page 2- of 9 1 :.•m•.m.•m••mmmmmmmmmmmmmmmmimii... . .______2012 National Design Specification for Wood Construction(ASD) Reduction Bending Fs Sheer F, Bearing F,0 E a E„,,,,, Re 6.19 OK<50 Mark I(N)Upper Floor Beam I Material:Weyerhaeuser SCL CD 1.00 1.00 E'„,;„= 1,016,535 psi Grade:2.0E Miaollame LVL C, 1.00 1.00 1.00 1.00 Fye= 31815 psi Span 9.08 ft („= 2.00 ft size=1.75 x 9.5 Cr 1.00 F„-= 2600 psi x1= 0.00 ft w1= 715 lbs/ft b= 3.500 in Cu 1.00 1.00 1.00 1.00 Fye/Fp= 1224 x2= 9.08 ft w2= 715 lbs/ft d= 9.500 in C, 1.00 1.00 1.00 1.00 Fe= 2589 psi Xa= 0.00 ft Pa= 0 lbs A= 33.25 int Cr 1.00 F,'= 285 psi Xb= 0.00 ft Pb= 0 lbs S= 52.65 tn' Cv 1.032 F<i= 750 psi Xc= 0.00 ft Pe= 0 lbs 1= 250.07 s in C. 0.996 . E'= 2,000,000 psi R1= 3248 lbs V= ._.2880... lbs 5'1= .500,135 kip-int Cf,, 1.00 R2= 3248 . lbs M= 7369 ft-lbs Fe=- 2800 psi LL5,6„„=U 380 Lt.A,.-. 0.14 inchs F0= -285., TL�=U 240 psi Material Weyerhaeuser SCL TL A= 0.23 inchs E_ :.2000 : ksl Grade 2.0E Microltartt®LVL %LL 62.5% I.= 4.12 k E„,i„= 1017 ksi Load Duration,Co TEN YEARS 1.0 OCCUP LIVE Fb'=(Fb)(Cd)(Ct)(CM)(Cr)(Cv or CL)(Cfu)=2,589 psi Fr.= 750 psi Temperature Factor,C, DRY T<=100'F FV=(Fv)(Cd)(Cl)(CM)=285 psi Approx.weight 7 lbs/ft Wet Service Factor,C5 MOISTURE CONT LESS THAN 19% E=(E)(Ct)(CM)=2,000,000 psi R1 Req'd Bearing Width 1.24 in. - Incising Factor,C, MEMBER IS NOT INCISED Fel'=(Fc1)(Ct)(CM)=750 psi R2 Req'd Bearing Width 1.24 In. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=1,680 psi a Fb'=2,589 psi Bending Capacity=64.9% M=7,369 ft-lbs<Mmax=11,358 ft-lbs Member 1.75 x 9.5 fv=121 psi<FV=285 psi Shear Capacity=42.4% Number of Plies 2 Plies V=2,680 lbs<Vmax=6,318 lbs Max LL Den=0.141 inches=L/774 LL Dell.Capacity=46.5% - (2 Plies) 1.75 x 9.5,Weyerhaeuser SCL 2.0E Microilam®LVL Max TL Dell=0.225 inches=L/484 TL Deft.Capacity=49.6% Copyright®2015 Miler Consulting Engineers,Inc. I 8,000 -1----- ----- I 0.000 6,000 -- 0.050 __ 4,000 // \ I -oleo 2,000 x I -aim. -2,000 ,` u 0.200 a m l e a o -4,000 - oo +:- "l a N ^ -0250 a ®Shear j o c a •= Z .. a n N .� ,� `u1 n n 2 2ei -Moment t Distance(ft) Distance DO Notes: tb S72psi' ( l s!/2 4 124 r yU PAZ 1 E 9570 5W Barbur Blvd Project Name Tinker Residence Remodel Suite One Hundred Project # 161639 MkPortland, OR 97219-5412 Location 11787 SW Wilton Avenue, Tigard, Oregon MILLER Client Sean & Katie Tinker CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By .11T Ck'd 671 Date 119/17 Page 3 of 2012 National Design Specification for Wood Construction Reduction Bending Axial,Fc E Erten Fee,= 634 psi Post Copyright®2008 Miller Consulting Engineers,Inc. Co 1.00 1.00 Fce2= 29796 psi Mark Beam Support Trimmers Material: DIMENSIONAL LUMBER Rb„ 3.1 Grade: DF/L No.2 or Better C, 1.00. Rby 6.6 Y )‹ �( size=(2)2 x 4 C, 1.00 1.00 1.00 1.00 Fbe„ 72399 psi d3 l 1 e.l d,= .3.50. In CF 1.50. : 1.15. Fbey 18089 psi e„e dZ= 3.00 in Cu 1.00 1.00 1.00 1.00 Ku 2300 L fa d2 A= 10.50 in2 C; 1.00 1.00 1.00 1.00 KT 0.59 G-"--I S„= 6.13 In' CT 1.00 Fbx' 1350 psi evz Height= 8 ft lu,= 8 ft sy= 5.25 ins Dv 1.00 Fby' 1350 psi P1= 3248 lb 1u2= 1 ft Le,= 2.08 ft Cla 1.00 Fbe„JFb„' 54 P2= 0 lb Mme,= 0 ft-lbs Lee= 14.72 ft .Cu, 1.00 Fbe2JFby* 12 ext= 0 in Myr= 0 ft-lbs Fb„= 900 psi Cr, 0.37 Fc` 1553 psi ey1= 0 in M„m= 0 ft-lbs Fby= 900 psi Cfu 1.10 Ft); 1350 psi ex2= 0 In Myh= 0 ft-lbs Ex= 1600 ksi CE 1.00 1.00 1.00 1.00 Fby 1485 psi ey2= 0 in Ke,= 1 Ey= 1600 ksi CE=Exterior wet use of SCL lumber Fc' 568 psi w„= 0 lbs/ft Ke2= 1 Ex,,„,= 580 ksl Cm, I 1.00 `I 1.00 I 1 Ex' 1800 psi wy= 0 lbs/ft le,= 8.00 ft Ey„r„= 580 ksi Cs,=Single Pile Factor(piles only) Ey' 1600 psi lee= 1.00 ft Fc= ,1350 psi 1 G. 1 I I 1.00 I. 1.00 Ex„,,' 580000 psi le,/d,= 27.43 c= 0.8 Cu=Untreated Factor(piles only) Ey,, 580000 psi ie2/d2= . 4:00 I„= 10.72 in' Material -DIMENSIONAL USw R 7} ly= 7.86 in' Grade OFILNo.2orBetter Fbx'=(Fbx')(CL)(Cfu)=1,350 psi Load Duration,Co uv TEN YEARS so occure _t Fby'=(Fby'9(CL)(Cfu)=1,485 psi j Fc'=(Fc)(Cd)(Cm)(Ct)(Cf)(CI)(Cp)=568 psi Temperature Factor,Cy T«i000F _''i E'=(E)(Ct)(Cm)(Cl)=1,600 ksl Wet Service Factor,CM MOISTURE CONT LESSTN^N i9% Emin'=(Emin)(Ct)(Cm)(Ci)(CT)=580 ksi Incising Factor,CI MEMBER Is NOT INCISED r; Capacity= +" fbx=0 psi<Fbx=1,350 psi BendingC aci 0% Repetitive Factor Cr NEMER a NOT arrrrve fby=0 psi<Fby=1,485 psi Built up Member Yes �'' fc=309 psi<Fc'=568 psi Axial Capacity=54.4% Member ,(2)2x4 r (2)2 x 4,DIMENSIONAL LUMBER DF/L No.2 or Better . 9570 SW Barbur Blvd Project Name Tinker Residence Remodel Project # 161631 A Suite One Hundred Millh Portland, OR 97219-5412 Location 11787 SW Wilton Avenue, Tigard, Oregon MILLER Client Sean & Katie Tinker CONSULTING (503)246-1250 � `1 Date 1/9/17 Page y of 9 ENGINEERS Fax: 246-1395 By JI T Ck'd 2012 National Design Specification for Wood Construction(ASD) Raaactfon Bending Fh sever F, eearins F „ E& Emm Ra= 5.41 OK<50 Mark +(E)Int.Crawispace Seam I Material:DIMENSIONAL LUMBER Co 1.00 1.00 E'm� 62D,000 psi Grade:DF/L No.1 or Better C, 1,00 1.00 1.00 1.0D Span 4.00 ft 4= 2.00 ft FhE= 1300 psi size=4 x 8 Cr 1.30 Fti= 1300 psi x1= 0.00 ft wl= 208 lbs/ft b= 3.500 in G� 1.00 1.00 1.00 1.00 Fhe/Fh'= 19.58 52= 4.00 ft w2= 208 lbs/ft d= 7.250 in G 1.00 1.00 1.00 1.00 Fh= 1297 psi Xa= 125 ft Pa= 3248 lbs A= 25.38 : in Cr 1.00 F,'= 180 psi Xb= 0.00 ft Pb= 0 lbs S= 30.66 ' Xc= 0.00 ft Pc= 0 lbs I= 111.15 inin' Cv 1.000 FE` 625 psi R1= 2648 lbs V= 2522- lbs E'1= 188,951. Ch 0.997 E'= 1,700,000 psi -kip-in' Ga 1.00 R2= -1430 lbs M= 3135 ft-lbs Fh= 1000 - psi LL Ai„„, U 380 LL A= 0.02 inchs F,._ - 180 -psi Material DIMENSIONAL LUMBER TL ==Li 240 TLA= 0.04 -inchs E= 1700 ksi Grade DF/L No.1 or Better %LL 82.5% 4= 4.12 ft E,,,h,= -620 ksi Load Duration,C - Fb'=(Fb)(Cd)(CD(CF)(CM)(CI)(Cr)(CL)(Cru)= u-_1,297 psi F t TEN YEARS 1.0 OCCUP LIVE 825 psi Temperature Factor,C, DRY T<=100'F FV=(Fv)(Cd)(Ct)(CM)(Ci)=180 psi Approx weight '>''`r'{".'','''",`, �lbs/ft Wet Service Factor,Ca MOISTURE CONT LESS THAN 19% E'=(E)(Ct)(CM)(Ci)=1.700.000 psi 8 �',.��� `,� I R1 Req'd Bearing Width 1.21 in. Incising Factor,C, MEMBER IS NOT INCISED Fol'=(Fc1)(Ct)(CM)(Ci)=825 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb=1,227 psi<Fb'=1,297 psi Bending Capacity=94.8% M=3,135 ft lbs<Mmax=3,313 ft-lbs Member 4x8 fv=149 psi<FY=180 psf Shear Capacity=82.8% Number of Plies 1 Ply V=2,522 lbs<Vmax=3,045 lbs Max LL Defl=0.025 inches=L/1,943 LL Def.Capacity=18.5% (1 Ply) 4 x B,DIMENSIONAL LUMBER Max TL Dell=0.040 Inches=L/1,214 DF/L No.1 or Better TL Def.Capacity=19.8% Copyright©2015 Miter Consulting Engineers,Inc. 4,000 -- -0.000 3,000 Eriewapr -0.005 atm 2,000 0.015• g. -- 1,000 -0.020 ' ® -0.025 f 0 a f 0.030 1,000 -0.035 -0.040.. ..... -.__.-._. -2,000 LI eo 0 0 .. .- m ' ry N H N N an n n . -O4$u o m o 2 a n 2 ^ m 5 « 2 n •m®Shear -Moment I Distance(ft) Distance ftm ^ n n Notes: demo______ ENOCoi.wve 7' ON Use. 1,A, boor riots( us510 or') Vreav = 1315 lb (Tre- eus1 ) matt. 06,4#.1 Cao.' ''&&Tp ± V v„ 3 o ly/ _ ZoC 1.1.• L33 - !5z 1 IL = /1130/b 9570 SW Barbur Blvd Project N ame Tinker Residence Remodel Suite One Hundred PfOjeCt # 16131 Portland, OR 97219-5412 Location 11787 SW Wilton Avenue, Tigard, Oregon MILLER Client Sean& Katie Tinker CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By it T Ck'd if14 Date 1/9/17 Page of9 Cm(tie (E) I. rcnoe (Aiu o, 01/4-4 Wol 'zesC Cy') = ZO (cF ‘‘I'PMA>. - 3Z14 /6 1 II 11 (57) gxe 4 ene /V: G --7 Neer f%A tis (z) t17,4y.,xTiL Lt(, LI11 i>fl4 (E) PeAXA TO tA iZr (N) ' AE A1="r-E /•1 Ex-r, �p22- NF-c.K (6 I1g7(12PA o Are Flaoe- argil" 3 'STAN y'-b n Pr Pei 1744E rola .ok 444, 44D A ,4c.v4/s /-/Alk'e,E4 Ltra,e TJ fo,iiT (41 Err)) V ,fou R I " (5 eLus T-y'P) USE tVc., ,R..cack urPEi fNr IEAM E'/VD MAK. 32y C 1L etor-4Sca.a,4-Tf VE} (o.4B W IT 0-1 (‘) 'D5 531 VA-PP/ _a = 3z.Y6/6 - (315 /b = 15 3116 vp(Zov = 3'016 (,54a fg,..15) 70,10 (b et9570 SW Barbur Blvd Project Name Tinker Residence Remodel Project # 161631 Suite One Hundred _ Portland, OR 97219-5412 Location 11787 SW Wilton Avenue, Tigard, Oregon MILLER Client Sean & Katie Tinker CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By JI Ck'd (V\ Date 119/17 Page 62 of 9 --'7mmmImImll.IMM°I.M.M.I..l....l"..Il.IM1IIIlIll1IlIIIII1II.lIIIIIIlIIIIIlll 2012 National Design Specification for Wood Construction(ASO) Reduction Bending Fb shear F. Searing F,c E a Em Mark 1(E)Crawispace Beam I Material:DIMENSIONAL LUMBER Re 5. OK<50 Co 1.00 1.00 E'„,2= 580,,00 00 psi Grade:DF/L No.2 or Better G 1.00 1.00 1.00 1.00 Span 8.00 ft /2= 2.00 ft size=4 x 8Fb.= 23786 psi xi= 0.00 ft Cc 1.30 w1= 208 lbs./ft Fy= 1170 psi b= 3.500 in Cu 1.00 1.00 1.00 x2= 8.00 k w2= 208 lbs/ft d= 7.250 in 1.00 FbE/Fe= 20.33 Xa= 4.00 ft Pa= 3246 lbs A= 25.38 in' C 1.00 1.00 1.00 1.00 Fe= 1167 psi Xb= 0.00 ft 1.00 Pb= 0 lbs = F,'= 25 psi S30.66 ine Cv 1.000 Xc= 0.00 ft Pc> 0 lbs F,1= 625 psi 1= 111.15 in° Ci, 0.997 R1= 2455 lbs V= 2329 lbs 177,836 z E'= 1,600,000 psi EY= kip-in C� 1.00 R2= 2455 lbs M= --8102- ft-lbs F6= 900 - psi LL4mt=U 360 ��_ -_..0.29.._ inchs F'= - .180 . TL psi Material DIMENSIONAL LUMBER 4mi=U 240 TLA A. 0.46 inchs E- '1600 ksi Grade DF/L No.2 or Better %LL 82.5% E,= 4.12 ft Emn= 580 ksi Load Duration,Co TEN YEARS 1.0 OCCUP LIVE Fb=(Fb)(Cd)(Ct)(CF)(CM)(Ci)(Cr)(CL)(Cru)=1,167 psi =F„i !625 . FV=(Fv)(Cd)(CU(CM)(Ci)=180 pal A Psi Temperature Factor,C, DRY T<=100'F �a ;7 n Approx.weight ;,qr' lbs/ft Wet Service Factor,Ca MOISTURE CONT LESS THAN 19% 0'=(E)(CU(CM)(Ci)=1,600,000 psi R1 Req'd Bearing Width 1.12 in. Fcl'=(Fc1)(Ct)(CM)(Ci)=625 psi Incising Factor,C MEMBER IS NOT INCISED R2 Req'd Bearing Width 1.12 in. RepetitiveaFactor C, lb=3,171 psi>Fb'=1,167 psi Bending Capacity MEMBER IS NOT REPETITIVE P city=271.7% M=8,102ft-lbs>Mmax=2,982ft-lbs Bending Falls fv=138 psi<FV=180 psi Number 4 x y Shear Capacity=76.5% Number of Plies V=2,329 lbs<Vmax=3,045 lbs 1 Ply Max U.Defl=0288 inches=L/336 LL Dell.Capacity=107.1% (1 Ply) 4x 8,DIMENSIONAL LUMBER Deflection Exceeded DF/L No.2 or Better I Max TL Deft=0.457 Inches=L/210 TL Del.Capacity=114.3% Larger Member Required Deflection Exceeded Copyright®2015 Miller Consulting Engineers,Inc. 10,000 0.000 8,000 D.oso 8,000 -o.1DD--------- �m _ -0.150 .o 4,000 •J -0.250 ------------ ' -0.300 i - _. -0.350 � 0.400-2000 -0.450 _4,000 , I 0.500 j�tharo d mar = He N d ar m v a v m m o > m n r oa N N = Qn n d rt d oRvif bDistance(ft) D4enee 8)_- Moment Notes: * 3 Fir` iiIGE fag- b4,-INA. 1-)e-6,f4N Art 9570 SW Bar6ur Blvd Tinker Residence Remodel Suite One Hundredglik Project Name Project # 161631 Portland, OR 97219-5412 Location 11787 SW Wilton Avenue, Tigard, Oregon MILLER Client Sean & Katie Tinker CONSULTING (503)246-1250 p ENGINEERS Fax: 246-1395 By JLT Ck'd t Date 119/17 Page 7Z of 9 Composite Beam Design Based On Beam Stiffness M(total)= 8102 ft-lb V(total) = 2360 lb Span (L) = 8 ft Main Member(existing): Type= DF#2 Cr1 = 1 M1 = 2374 ft-lb equiv. w1 = 297 plf Mark= 4 x 8 Cd1 = 1 V1 = 691 lb E1 = , 1600 ksi CF1 = 1.3 fb1 = 868 psi < Fb1 = 1170 psi OK 11 = 123.0 in4 Cv1 = 1 fv1 = 39 psi < Fri = 234 psi OK S1 = 32.8 in3 Ci1 Fb,Fv= 1 Al = 26.3 in2 C11 E= 1 Quantity= 1 El1 = 196875. kip-in2 Side Member(s) (new): Type= LVL Cr2= 1 M2= 5728 ft-lb equiv.w2= 716 plf Mark= 1.75 x 9.5 Cd2= 1 V2= 1669 lb E2= .'. 1900 ksi CF2= 1 1b2= 1306 psi < Fb2= 2683 psi OK 12= 125.0 in4 Cv2= 1.03 fv2= 75 psi < Fv2= 294 psi OK S2= 26.3-- in3 Ci1 Fb,Fv= �.. A2= 16.6 in2 CIE= 1 Quantity= 2 El2= 475129 kip-in2 Summary: El1 /El2= 0.41 EITOTAL= 672003.6 kip-in2 lUse(2) 1.75 x 9.5 LVL with the existing 4 x 8 DF#2 Def.TOTAL= 0.14 ; in L I 691 9570 SW Barbur Blvd Tinker Residence Remodel gl! Suite One Hundred Project Name Project # 161631 Portland, OR 97219-5412 Location 11787 SW Wilton Avenue, Tigard, Oregon MILLER Client Sean & Katie Tinker CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By JLT Ck'd ' D ate 1/9/17 Page 6 of 9 Nem c.pa0 Te 6T►►wA P�rr,�aa y ,��� ) ("s'4 6) (5Zr5 ) 32.N4 Ib �z 3Zgerdth t f if•r(wf7)( 5z,ps.0 378716 /'r epee Pima 3187 +yfls��s = 2 19 r7- 7" (4.791- R/ = Z, 19 FT7 4iK (6) to" ?Ns ro.T/iY r- �,dt.c ucl� f<11PC4Q Ca(•*.>rfe• AT 4/ 0,6. . j,6 P5 1, E ,� ? 13f F.vall a a egi 2-p ,/z 6ye --Loo4- 69 0 ca►+Nh = Z174' 144 i5c - / 5: 5)C it(r5c = /•5 9,3 psi P5 1456 la. psc /o, 05C iz esf 957D SW Barbur Blvd Project Name Tinker Residence Remodel Project # 161631 Suite One Hundred MbPortland, OR 97219-5412 Location 11787 SW Wilton Avenue, Tigard, Oregon MILLER Client Sean& Katie Tinker CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By JLT Ck'd - ' I Date 1/9/17 Page of 9