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Specifications D PORT SW BarnesOFFICE . psE 9400 SW Band.Rd. Suite 100 I STRUCTURAL EBCI Portland,OR 97225 Phone:503.292.1635 OFFICE COPY RECEIVED Structural Design Calculations MAR 4 2020 Falgout Residence Remodel Design - Revision 1 CITY OF11GARD Tigard, OR BUILDING DIVISION REVISION Client Information Project Site Dustin Falgout Falgout Residence 7720 SW Bond City of Tigard 7720 SW Bond Tigard, OR 97224 Approved Plans Tigard, OR 97224 By Date 3/5 2D2b 45.4052, -122.7565 Cr -ST1 D20 — 0 0 05G$ Prepared By: Endorsement Peterson Structural Engineers January 13, 2020 �,`,sse PRoress ,� F-NG I NEFR /0 Job No. 1901-0225 89372PE REVISIONS TO ORIGINAL CALCULATIONS oRecoN cv YC '"'' e. 2°, ORIGINALLY DATED: 01/13/2020 yFt- ANN P EXPIRES 06/30/2021 Re: Requested Changes: nRevision Date:03/04/2020 The following calculations are to support design changes at the request of the client.The changes include the revision of a post size,the reduction of the beam depth,a modification to the beam-post connection,and a check of a longer span of the beam. www.psengineers.com Portland, OR I Tacoma, WA I San Diego, CA 'Scope To provide structural calculations for the design of a residential remodel at the location given on the cover page. Elements under review include the design of a new support system for an existing beam. Any other elements not specifically referenced in these calculations are outside the purview of these calculations and are designed by others. References 1. 2019 Oregon Structural Specialty Code(OSSC) 2. 2018 International Building Code(IBC) 3. ASCE/SEI 7-16, Third Edition, Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers(ASCE) 4. 2014 Building Code Requirements for Structural Concrete,ACI 318-14, and Commentary(ACI) 5. 2010 Manual of Steel Construction, I 5th Edition,American Institute of Steel Construction(AISC) 6. 2015 National Design Specification for Wood Construction,ANSUAWC(NDS) 7. Drawings provided by client via email on 12/02/2019 Table of Contents Scope 1 References 1 Table of Contents Design Criteria 2 Layout 3 Calculations 6 p E 9400 SW Barnes Road,Suite 100 Portland,Oregon 97225 project: 1901-0225 date: 1/13/2020 Phone:(503)292-1635 PETERSONSTRUCTURALU EntS Fax:(503)292-9846 designer: VRV sheet: page 1 Of 18 www.psengineers.com • 1-7)&s.147it,4 412 t TE C2_1 LC I 0 1,3 7 7 2 0 9J' So D r 4 Eek, Ty Lo-A I (-1 PEP.C.) Lop-D p t73 f Co OF' Psr x r 1.A.,ALL) friVE L--(--)P, • 4 C." St••• Ok.., ) L - t 2S. P) f-, ( ) _5 oi MAN I PSE9400 SW Barnes Road,Suite 100 Portland,Oregon 97225 project: 1 901-0225 date: 1/13/2020 Phone:(503)292-1635 Fax:(503)292-9846 designer: VRV Page 2 of 18 sheet: xwm.psengineers.corn L /00 £oo F PLA N 4ai„,+ ,z h),— 1DN t Y(,l:- Lih3E h' Et•-14�-ry F)tfl2EU '/Z �. A))st erY%) .f_btJ 1 lPm V y6,,, Zer-Loa1&E! jt„ .1c tr AR `,7 41,00R { i,F,J e�p.r--ttAzooL n:ftogT!r• � - t�XT, 4.Jt-LL j goof- 4, N*T • 10' /'r 9, Fu+fl,z ;.t(NV E. EXISTING HEADER AND =--�-0 6 / ' POSTS TO BE REMOVED > , f. >--„:_z ••--- ,, :..— 4 ,.J. ----1nJALt_ -r,•,, et is... i. Ir'!q xts ` '/ ' ! 6 ; 2 oo, 9' 1 � F Fo O t� FE N-r fi'J r,'Gt _.( _.__ i ____ t [ EXISTING POST TO REMAIN 1 1 P 5 E 9400 SW Barnes Road,Suite 100 Portland,Oregon 97225 project: 1901-0225 date: 1/13/2020 Phone:(503)292-1635 Fax:(503)292-9846 designer: VRV sheet: Page 3 of 18 a— www.psengineers.com A 1 Partial Floor Plan Exterior 4x (Existing): Framed wall - 1 wernAo4..J ..1........ 3'In" If 2'yu i I w \ CA c., aNt. s P \ 3,11 Existing Beam 1 1 7. , . . Existing Header Existing partition to be Removed Wall to beL . \ Removed ,/ PE9400 SW Barnes Road,Suite 100 Portland,Oregon 97225 project: 1901-0225 date: 1/13/2020 Phone:(503)292-1635 PETERSONST RIRALlI�ffE� Fax:(503)292-9846 designer: VRV sheet: Page 4 of 18 www.psengineers.com Partial Floor Plan L1P ropose J_ Exterior 11' 9' pr ! f Existing Beam 1 - r 1 if I A 1 i I1 � I •1 f::. Z ) x H m l 0 o o Elk,\_ , _, .1,170 . -, 18'-4"-(2*3.5")/2=18'-0"CL span I I I 1 ; st g p Existing Beam 2 p%qn , Zn4-of?ot` /y\ I p 5 E 9400 SW Barnes Road,Suite 100 Portland,Oregon 97225 Phone:(503)292-1635 project: 1901-0225 date: 1/13/2020 Fax:(503)292-9846 designer: VRV sheet: Page 5 Of 18 www.psengineers.com l�NO [ v6t-OPfrIE�"( To 'Xt S"rI1-- I EA1-1Y Existing Beam 1: Root .l_ d- 4.e_ ems= 1-oND Fav t-oP7-1EtaT t-Lo _ 1 .V_ y vJ A1.L 200.e _ ,( *'( TAKE S I/4 o b OF St u OF : &1 kZ" p+,. t CO `± q' A L = z (58 •S�1") i- Z1 (Li ,1Fi)- Zi.3F7- e. sN0k.)- 2c- pir x Lo . 53 {ELF ( 1 o r>t: ,1: - IS Psf I* Lr _3ZO ?t- Li oo) 1,,,,)A L 1-- ; h.w - 4 rT W = Ir' X .,eJr- - 72- PLf (I 0r) ) kr ALL Cif.oo u ; L -- 1/z Fr.00i' Soi Vr .- Play - I/_ (1 S E T-) = 7.5 i-7 F LIVE .- l'i0 PfF x 61. , 30o PLr- PEA-r; _ I S P S4 44 t.p - 11 2 .S PLr Load at new Beam: See Next page for reaction calculations: Total IZ e,e,c tun s IZ2 : " 5,1 9% it tre 3 , 10 l.? S - 6117 7 t.6 .f\sCa = I ,H2ei Lrs ( 1) 4 o .-1St- + (". 7r05) p 5 E 9400Portl SW,Ore Bargon 9722nes Road,Suite 100 and5 project: 1901-0225 date: 1/13/2020 Phone:(503)292-1635 PETFASOtl5tl91CIIRALE16NIffi5 Fax:(503)292-9t346 designer: URU sheet: Page 6 Of 18 www.psengineers.com --, Peterson Structural Engineers,Inc. Project Title: 9400 SW Barnes Road, p 5 E Portland, 00ne 5Oregon .gp 1663525Suite 100 PPrect ID: r 5 Engineer: Descr: ►Et1913eaS1888111lM, EEl5 www.psengineers.com -. Printed: 6 JAN 2020, 7:57AM Wood Beam Fie=Li2019101-PDXUAZ2XP-611RMPIW-Y111FN64-L12020_01_03 Memberdeaigt 1901.0225.e:6. Sawa copyright ENERCALC,INC.1983-2018,8dd:10.18.12.t3 Lic.#:KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description: Existing Beam 1: CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Load Combination IBC 2012 Wood Species : Wood Grade Beam Bracing : Beam is Fully Braced against lateral-torsional buckling • 02 i v 5.5x11.25 5.5x11.25 y Span=10.0 it AA��11��ss Span=9.0 fl �TRT� Applied Loads Service loads entered.Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans: D=0.0150, S=0.0250 ksf, Tributary Width=21.30 ft Partial Length Uniform Load: D=0.0720 klfl,Extent=0.0-»19.0 ft Partial Length Uniform Load: D=0.1125, L=0.30 kilt,Extent=0.0--»19.0 ft Vertical Reactions Support notation:Far left is 41 Values in KIPS Load Combination Support1 Support2 Support3 Overall MAXimum 4.358 13.429 3.652 Overall MiNimum 2.057 6.337 1.723 +D+H 1.947 5.998 1.631 +D+L+H 3.105 9.569 2.602 +D+Lr+H 1.947 5.998 1.631 +D+S+H 4.003 12.336 3.354 +D+0.750Lr+0.750L+H 2.816 8.676 2.359 +0+0.7501+0.750S+H 4.358 13.429 3.652 +D+0.60W44 1.947 5.998 1.631 +D+0.70E+H 1.947 5998 1.631 +D+0.750Lr+0.7501+0.450W+H 2.816 8.676 2.359 +D+0.7501.+0.750S+0.450W+H 4.358 13.429 3.652 +0+0.7501.+0.750S+0.5250E+H 4.358 13.429 3.652 +0.60D+0.60W+0.60H 1.168 3.599 0.979 +0.60D+0.70E+0.60H 1.168 3.599 0.979 D Only 1.947 5.998 ; 1.631 Lr Only L Only 1.159 3.570 0.971 S Only 2.057 6.337 1.723 p 5 E 9400 SW Barnes Road,Suite 100 Portland,Oregon 97225 Phone:(503)292-1635 project: 1901-0225 date: 1/13/2020 PEiESSONStRCH�u.t Fax:(503)292-9846 designer: VRV sheet: Page Of 18 www.psengineers.com L—O{ O be.vE. To X i S±I1vG !?E.A 1 Existing Beam 2: oi~.r) LOP H E r i +mot, w1 - w2 44 Z, y err too 0 p F 20.25 `r ` L = 1/2( 6'+15')=10.5' L- 1/2( 9'+15')=12' - vvpsr X ` r= - P )S i' t . Lc See next sheet : Load Post: £.,4,L-i u n 22 r - 3.433 r) L. 1 9.154 9400 SW Barnesregon Road,Suite 100 Portland,Oregon Road, project: 1901-0225 date: 1/13/2020 Phone:(503)292-1635 PEt'FASORSIRUI.TRRAIt'1l INEHE Fax:(503)292-9846 designer: VRV sheet: Page 8 of 18 www.psengineers.com Printed: 6 JAN 2020, 3:57PM Wood Beam Fie=X:N019101-PDXl1A27XP-61lRL11014111FN64.L1102_01-W Umber deep 19014226ec6. Sa mare rxppl ht ENERCM.C,INC.1903-2010,Baid10.18.12.13 Lic.#:KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS Description: Existing Beam 2: CODE REFERENCES Calculations per NDS 2018,IBC 2018,CBC 2019,ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Load Combination IBC 2012 Wood Species Wood Grade Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.15750)L(0.42) D(0-18)0L(0.48) v e e + + 5.5X11.25 5.5x1125 Span=20.50 R Span=9.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: I)=0.0150, L=0.040 ksf, Tributary Width=10.50 ft,(Floor) Load for Span Number 2 Uniform Load: D=0.0150. L=0.040 ksf. Tributary Width=12.0 ft Vertical Reactions Support notation:Far left is 01 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MA)Gmum 4.792 12.586 0.401 Overall MINimum 3.485 9.154 0.292 +D+H 1.307 3.433 0.109 +D+L+H 4.792 12.586 0.401 +D+Lr+H 1.307 3.433 0.109 +D+S+H 1.307 3.433 0.109 +0+0,750Lr+0.7501+H 3.920 10.298 0.328 +D+0.750L+0.750S+H 3.920 10.298 0.328 +0+0.60W+H 1.307 3.433 0.109 +D+0.70E+H 1.307 3.433 0.109 +D+0.7501r+0.7501+0.450W+H 3.920 10.298 0.328 +D+0.7501+0.7505+0.450W+H 3.920 10.298 0.328 +D+0.750L+0.750S+0.5250E+H 3.920 10.298 0.328 +0.60D+0.60W+0.60H 0.784 2.060 0.066 +0.600+0.70E+0.60H 0.784 2060 0.066 D Only 1.307 3.433 0.109 Lr Only L Only 3.485 9.154 0.292 PS9400 SW Barnes Road,Suite 100 Portland,Oregon 97225 Phone:(503)292-1635 project: 1901-0225 date: 1/13/2020 Fax:(503)292-9846 VRV Page 9 of 18 PETERSON SMUCBIAALEIMBOffi www.psengineers.com designer: sheet: NEtA Header , P v47 2Z-7t1CTf UR A`/1— EX/ -rt 3.�S D 5 y 8 �g 1` ---4 1- ' 3S 7o L6 v - b, 3 -52 L; 4J EL O 0E' L U f..r) Lot1i L , r/Z .sJPAt i >., 4. - 16 /2 _. g` ' 0 . 6 7 F 7 De S P5r t - do P5C SEE SHEET 11 14 U 8x21 f;E S,27,1 R1 R1 1 DL = 5.036 k 1.523 k LL = 3.073 k 0.982 k SL = 5.024k 1.313 k ,i / -t 2 FL D M w.)t�-l !Li/V . 11AX R6AC�1 Ut 1 = EE164 "t I F,e0t-, Lon Ci Ea SPAn J SEA St► 12 ( A?t 5,919 Lg CRs Ft2 so-I P.Oty t-t tr..J p i-1 S. b 2 r1AX S,g 20 t_)5 5,919 O k USt= 51 1 ��1�t 11�, I-1 , t; .2 lop HfafvC E2 ( 6 t i -, Z L.t/ C4S 6, 15f ;F ztY - FA! tafi,? is 0 iuAt[ lriZ p sE 9400Portl SWand,Oregon Barnes Road, 97225 Suite 100 project: 1901-0225 date: 1/13/2020 Phone:(503)292-1635 Fax:(503)292-9846 VRV Page 10 of 18 PETERSON MINIUM EWERS www.psengineers.com designer: sheet: nnn.paeryrueew.wu Printed: 3 MAR 2020.10:01AM Steel Beam File O.W PSE-0331Ddmp12020_03�3 Metter design reel 1901-0225.ec6. Sdarre,,• ENERCALC,INC.1983.2019,8Wd:1219.11.30. Lic.« KW-06002408 ;PETERSON STRUCTURAL-ENGINEERS DESCRIPTION: Header(Full length)-Rev 1 CODE REFERENCES Calculations per AISC 360-16,IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:(BC 2012 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending D(5.998)L(3,57)S(8.337) p(0.010051 L(0.0288) ais Y war¢1 ( 1 Span=18.10 ft I Applied Loads Service loads entered-Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load(s)for Span Number 1 Point Load: D=5.998, L=3.570, S=6-337k@3.750ft Uniform Load: D=0.0150, L=0.040 ksf, Tributary Width=0.670 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.810: 1 Maximum Shear Stress Ratio a 0.268:1 Section used for this span W81(21 Section used for this span W8x21 Ma:Applied 41.235k-ft Va:Applied 11.109 k Mn/Omega:Allowable 50.898 k-ft Vn/Omega:Allowable 41.40 k Load Combination +D+0.750L+0.750S+H Load Combination +D+0.750L+0.750S+H Location of maximum on span 3.775ft Location of maximum on span 0.000 ft Span*where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.372 in Ratio= 583>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.844 in Ratio= 257>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Vertical Reactions Support notation:Ear left is#1 Values in RIPS Load Combination Support 1 Support 2 Overall MAXimum 11.109 3.245 - - - Overact MINimum 1022 0.914 D Only 5.036 1.523 Lr Only L Only 3.073 0.982 S Only 5.024 1.313 ! 1 Replaced Page p s E 9400 SW Barnes Road,Suite 100 Portland,Oregon 97225 project: 1901-0225 date: 1/13/2020 Phone:(503)292-1635 PEIEBSMISrllaclUMIL Fax:(503)292-9846 designer: VRV sheet Page 11 of 18 www.psengineers.com nnn.pau yrrrma.wnr Printed: 6 JAN 2020, 4:12PM l Wood Beam File 4DR1AVXP-51RMPKN-Y111FN64-112020_01_03 Member design 1901-0225.ec6. Software copyright ENERCALC,INC.1983-2018,Budd10.18.1213 Lic.#:KW-06002408 Licensee:PETERSON STRUCTURAL ENGINEERS.. Description: Existing Beam 2:Long Span CODE REFERENCES Calculations per NDS 2018,IBC 2018,CBC 2019,ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Load Combination IBC 2012 Wood Species : Wood Grade . Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.1575)L(0.42) a 4 5.501.25 Span=205011 Applied Loads Service loads entered.Load Factors will be applied for calculalions. Uniform Load: D=0.0150, L=0.040 ksl, Tributary Width=10.50 ft,(Floor) Vertical Reactions Support notation:Far left is#1 Load Combination Support 1 Support 2 Overall MAXimum 5.919 5.919 Overall MINimum 4.305 4.305 +D+H 1.614 1.614 +0+1+H 5.919 5.919 +O+Lr+H 1.614 1.614 +D+S+H 1.614 1.614 +0+0.750Lr+0.7501+H 4.843 4.843 +D+0.7501+0.7505+H 4.843 4.843 +D+0.60W+H 1.614 1.614 +D+0.70E+H 1.614 1.614 +0+0.750Lr+0.7501+0.450W+H 4.843 4.843 +D+0.7501+0,7505+0.450W+H 4.843 4.843 +D+0.7501+0.750S+0.5250E+H 4.843 4.843 +0.600+0.60W+0.60H 0.969 0.969 +0.600+0.70E+0.60H 0.969 0.969 D Only 1.614 1.614 Lr Only L Only 4.305 4.305 PE940SW Barnes Road,Suite 100 0 Portland,Oregon 97225 project: 1901-0225 date: 1/13/2020 Phone (503)292-1635 Fax:(503)292-9846 designer: VRV sheet: Page 12 Of 18 www.psengineers.com ,NP ILt✓iz De l G/N o Gvr-mtiJt CTi 04 i ; 63 fi-f'V'7 'Y _ use,-., TyPt{Ai tit,i? L2 c at2_4) 2 c, n NEW He_ecER, SUP17012 ` 1DP)j ( N At R1(H1 R1) : At R2(H1 R2+B2R2) : D - 5.036 k D = 1523±3433 = 4,956 L - 3.073 k t_ 7 982+9154 = 10,136 (^ S - 5.024 k S.= 1,313 Max = 11,109 lb (ASD) Max = 15,161 lb (ASD) Post at Support 1: Post is located in an exterior 4x framed wall. Post will be continuously braced by sheathing along the weak axis. ` Use 4x6 dfl #2 post at exterior support Post at Support 2: 4" x 8 n V16" sie_6(.. TA? cL H E c _14b v t.. ELpcu TO ?I.,ii with 2" spacing and 2" r' edge distance Post-to-Beam Connection: Connections is for general stability. Load is carried by bearing. _ ...Mil Use L6x4x5/16" x 5" wide clip at each __ end w/ (2) 1/2" diam. A307 though bolts , --- zy i centered in post, ea. side with 2" --- 1 spacing, and 2" edge distance. Use (2) 1/2"diam. A307 anchor bolts, staggered, to bottom flange of beam. 9400 SW Barnes Road,Suite 100 ps Portland O s�22s project: 1901-0225 date: 1/13/2020 Phone:(503), re g 292-163on 5 vtlEssoxsm�nmxt ENGINEERS Fax:«1�2-ssa6 designer: VRV sheet: Page 13 Of 1$ www.psengineers.com ._.______.. nnn.yaxaw3mca�a.unu ` "--' Panted. 3 MAR 2020,11:41 AM • Wood Column File=CS11sondPfE-0081DeaMop1202a_03 o3 Member design mr119m-0226.ec6 Bohm ', ENERCALC,INC.1983-2019.Baid:1219.11.30. Ur..t:KIN 4 3600 240 8 PETERSON STRUCTURAL ENGINEERS DESCRIPTION: New Post-Post at R1 Code References Calculations per NDS 2018,IBC 2018,CBC 2019,ASCE 7-16 Load Combinations Used:IBC 2012 General Information Analysis Method: Allowable Stress Design Wood Section Name 4x6 End Fixilies Top&Bottom Pinned Wood Gradng/Manuf. Graded Lumber Overall Column Height 10 ft Wood Member Type Sawn Exact With 3.50 to Allow Suess Modification Factors Wood Species Douglas Fir-Larch Exact Depth 5.50 in Cf or Cv for Bending 1.30 Wood Grade No.2 Area 19.250 in"2 Cf or Cv for Compression 1.10 Fb+ 900psi Fr 180 psi lx 48.526 in"4 ClorCv for Tension 1.30 Fb- 900 psi Ft 575 psi ly 19.651 in"4 Cm:Wet Use Factor 1.0 Fc-Pill 1350 psi Density 31.21 pcf Cl:Temperature Factor 1.0 Fc-Perp 625 psi Clu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Budt-up columns 1.0 NOS 15.3.2 Basic 1600 1600 1600 ksi Use Cr:Repetitive? No Minimum 580 580 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against bucking ABOUT Y-Y Axis Y-Y(depth)axis: Lu for budding ABOUT X-X Axis:K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:41.722 Ibs*Dead Load Factor AXIAL LOADS... Axial Load al10.0 ft,D=5.034,L=3.073,S=5.024k DESIGN SUMMARY _ _ Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.690:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.750L+0.750S+H Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,IC/Fe' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location vetoes are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 11.148k for load combination:isa Applied Mx 0.0 k-ft Applied MY 0.0 kitAlong X-X 0.0 in at 0.0 ft above base Fe:Allowable 839.30 Psi for load combination:nta Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D+0,70E+0.6OH Location of max.above base 10.0 ft Applied Design Shear 0.0 psi Allowable Shear 288.0 psi Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k V-Y Axis Reaction Axial Reaction My-End Moments k-It Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+H -_-_- 5.076 +D+L+H 8.149 +O+Lr+H 5.076 +D+S+H 10.100 +D+0.75011+0.7501+H 7.380 +0+0.750L+0.750S+H 11.148 +D+0.60W+H 5.076 +D+0.70E+H 5.076 +0+0.7501r+0.750L+0.450W+H 7.380 +0+0.750L+0.750S+0.450W+H 11.148 +0+0.750L+0.750S+0.5250E+H 11_148 +0.68D+0.6OW+0.60H 3.045 +0.60D+0.70E+0.60H 3.045 D Only 5.076 Lr Only 1 L Only 3.073 S Only 5.024 • Added Page P .._-- PSE 400 SW BarnesRoad, ,Suite 100 Portland,Oregon 97225 Road, project: 1901-0225 date: 1/13/2020 Phone:(503)292-1635 Fax:(503)292-9846 VRV Pagel 4bof 18 PEIEPS0115I110CNRALEI www.psengineers.com designer: sheet: . . -r (t) J t--1120(_ Rea...CT QtA FiZot-1 lieNDEJL % --- 4956 ts.. L - 10139 t-r: 5= 1313 Lu mA). , 15,095 L PER SPr00.,,, ABU66Z ID:1k RA-N (I 18,205 > 15,161 1,,13 '17.. 1-1D 5/8" (D, :!.>" usE St P ABU66Z ST 30 OPP PO ST aft, / OT t4 .47 1-.1 VA; ;-% 141 T p 5 E PB4oBBrtlaBndW,OBarerngeson 9B7ea22%Suite 100 project: 1 901-0225 date: 1/13/2020 Phone:(503)292-1635 Fax:(503)292-9846 VRV Page 15 of 18 designer: sheet:PETERSON STRUCTUAAL RIMERS VA./W psengineers.com • SILL i\IT/ 6xy ASSUr�E. L Ffi2 peg NJ Ds acts got-, PLR.Ter / ` 1 FL1= 626 ps F ° S+ ATt4)NVG) cl = Fet ; C , G EbrOr375J 1. 07 B ryn / 668 "F5i x /6 Izrg✓q L , < -Fc 15,095 Sill NG, Remove 9400 SW Barnes Road,Suite 100 p s E PPhone:ortland,Oregon(503) 97225292-1635 project: 1901-0225 date: 1/13/2020 PETERSONSTRUCIMILBIGKERSFax:(503)292-9846 designer: VRV sheet: Page 16 of 18 www.psengineers.com fOu DA1 1 Oki C ESI 6-11- LASE Ca e) ` Nam_, Pin-1- i S O>J EX11rIU( STetp ,r-b-x Qos71 Sit _ R7 t PL rttJ ; r(e4 Cun(RE-7t. r ou tif it .6+ a(ta')- L 5" 1 1-1A7, L o-,L,D_ 11,109 lb 11 X t4LLowtiR,LC 13E75.(2i?61 Pet2 bcSC ISO() PSW' M l t,„t (,,31p-rvi of = 11,109 lb a_ A 4i - 2.14' 1 S OO pSF i 2 VEetF7 EYi5 v Z1tCI ST El k) L iS 21 3,i V'JITie- oR 11.3C2t7F)E WiDiI`I 1_t' 3 ,*-- - X z S ' IDa i,.i g L i-0To E Y 1 .Tr .►C FOO-n/ 1 1 vet f C3 ) 41-4 g .lz wf Pr/ -r r-1 17 (2r. so LPox ('iIr.) Ll "i of EF-1L E 1 1 N 10 &xi c71 turd 57A,el t 6e-E 7 p S E 9400 SW Barnes Road,Suite 100 Portland,Oregon 97225 Phone:(503)292-1635 project: 1901-0225 date: 1/13/2020 Fax:(503)292-9e46 VRV Page 17 of 18 PEfERSORSf fImAIEtSAFE� Www.psengineers.com designer. sheet: G,k 2 : e Mk,( LCP D _ RE,6.c-n 01.1 cilot, 1 ,oe-2 kt}'fiNC� e.EAr1 Z R. p +L = 15,095 LB Mjau ALL r3cr1/412.1r, `t E Soo p 3 Mt�1 S iZ 15,095 L /1 S o o psr 10.06 )E r'IN Dti\r G r=_ . = 10.06 sf = 11 ( )� ; Min. Dia = 43" V-t- F EXISTrrv(1 Ira? rooirflcs TS 43" 1 N Di A. F-rEte if tJoT, wr��► ao'rrt.sr ' I r , T c 5 E --t �.�titer FooTt p 5 E9400 SW Barnes Road,Suite 100 Portland,Oregon 97225 Phone:(503)292-1635 project: 1901-0225 date: 1/13/2020 Fax:(503)292-9846 designer: VRV sheet: Page 18 of 18 www.psengineers.com l IcrGt2lo2 p L �_— (2.) ZX6 t`oktLE Cor-1t=LtCj LINE w/ Fs�Q1.5 r•C ' G►+t✓C�c t_Enuce. 0•a t �� �_ •� F(11`' St�Er i2 6.75 $ .14'r r14Y 4 EZ tc9-Gfr,- 6. S 1,625 rta hox sH Q r.cf,CT,ot) L oR D - t /.6S + D, VI) LLREI1) (D\Jr. .1 0.9 (0.bri, At.„Cv,$) 6772 Ptt, = 36 (c J A- - L. 6a`_ , �i \ F/r- L L a`t,00r,� 0.2�; zb 6`3,E, Gar = t . o (DV n = 3 ). 5‘, k > \Ju= 11, 111.c 12eovCtr0 WE$ Irk, foe. f. �x Srte _ 7 o P PA,ES o,.3Ly CEOEO773 t-tt' K i3EP'V r Sy STAlz-T 6 s . COPE be,Nr� r ' r-ti,ay iz t WE') 061)7 rt OF 6.S1/ 1 eLfs.c f-t PUu_ 0LAPT Ci73 FIor tee t-1 Et.)D 1 Added Page sE9400 SW Barnes Road,Suite 100 egon project: 1901-0225 date: 1/13/2020 PPortland,hone:(503 Or)292-1639722 55 vErFSIRUGegIALRs Fax:(503)292-9846 designer: VRV sheet: Page i$bof 18 ��_ www.psengineers.com FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for trans ing information. Please complete this form when submitting information for plan review responses and evisions. , This form and the information it provides helps the review process and response to y ur project. PriCity of Tigard • COMMUNITY DEVELOPMENT DEP RTMENT " Transmittal Letter TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.7 8.2439 • www.tigard-or.gov TO: A 1 N�j on DATE RECEIVED: DEPT: BUILDING DIVISION MAR 4 [Utt) CITY OF TIGARD FROM: u �,I �� OM— BUILDING DIVISION COMPANY: � PHONE: CSC')55 '- s�q Brr61'7 RE: 72 `)- I\ di o(Z aTa9t/ Lt451-'2O20-'00055 Site Address) (Permit Number) l X'4/in_ T s 4-y I ia-j((Y) CVO' P64 '0)1 PA 1041 cii 12-1 (Project name or subdivision n. and I A t imbiber) ATTACHED ARE THE F LLOW ►: E S: Copies: Description: ` ��` Copies: Description: )( Additional set(s) of p : �• Revisions: Cross section(s) and det. b Wall bracing and/or lateral analysis. Floor/roof framing. , Basement and retaining walls. '>( Beam calculations. Engineer's calculations. Other(explain): REMARKS: Chan p.5 '. past- (c x lr -O y.x G i tyre.S I aryl !end 1-11 &x)1 kV` n '1 fi l'aeM-c 1-er 44, O C(veu od-a � Gt11DI 2 bet & GtngLe— ( to c nr,._ 2,4 14 t'o© jar'1"CIS. FO 9FFICE USE ONLY Routed to Pe ician: Date: S5/ Initials: /TA Fees Due: No6i ❑No Fee Descrip{ion: Amount Due: 0.an (4-Ati c $ �s• �— t $ 019 Special core,�S �� . Instructions: Reprint Permit(per PE): ❑ Yes No ❑ Done Applicant Notified: L_Date: / 7/k, Initials: 1` I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012