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Specifications RECEIVED gs38 wsy � APR 2 4 2017 CITY OF TIGARD BUILDING DIVISION April 19, 2017 Mr.Jim Goring Goring&Straja Architects 729 Heinz Avenue, #1 Berkeley, CA 94710 Re: Nespresso Washington Square Mall Tigard, Oregon Dear Jim: Attached please find calculation sheets 1 through 7,dated April 19, 2017,which verify the structural R adequacy of the Nespresso Tenant Improvement project, as shown on drawings S0.1 through S4.1 dated April 19, 2017. Design is based on the requirements of the 2014 Oregon Structural Specialty Code, based on the 2012 International Building Code. If you have any questions or need further information, please call me. Sincerely, /144 . Travis C. Smith //� iO PRSTE/0 f r—w Tcskw 2017-04-19_Nespresso Washington Square Mali_10021700304 Calc Letter \ 4)i<If.7. ):V 3: 111 SW Fifth Avenue,Suite 2500 Portland,Oregon 97204 503.227.3251 kpff.com z 3 442 d`, 2 KPFF SK- 1 TCS Nespresso Apr 19, 2017 at 10:20 AM 10021700304 Soffit Header Design.r3d _ Company : KPFF Apr 19,2017 „� IIRISA JobDesigner m : TC100 Ch10ecke3 d By:_ Job Number : Nespresso Checked By:_ - Model Name : Nespresso Hot Rolled Steel Properties E[ksi .. Gji(511 Nu Therm(11E...Densityfk/t�.F._Yield[l �, �y Fu(kS11 Rt 1 A992 29000 , 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1,2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.8 RND 29000 11154 .3 .65 .527 t 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 16 60 1.2 7_ A1085 I__2.9000 _....11154 .3 i_ .65 .49 50 1.4 65 _ 1.3 , Hot Rolled Steel Section Sets Label She pg Tyne Design_Ltst .Material_.Design Rul... A[in2J lyy fin4l I Izz fin4J J Jin4J 1 Beam HSS8x6x5 I Beam Tube A500 Gr.B.. Typical 7.59 43.8 i 68.3 85.8 Joint Coordinates and Temperatures 1 Label _ _.X[J Y CM RI Temp 00 0 0 LF]_ Detach From Diap.,l 2 N2 4,67 0 0 0 3 N3 33 0 0 0 4 N4 0 0 -9.25 0 5 N5 0 0 -44.58 0 Member Primary Data Label I Joint J Joint K Joint Rotateideg) Section/Shaoe Tvpe Design List Material Design Rules 1 M1 N1 N3 Beam Beam Tube A500 Gr.B.. Typical M2 N1 N5 Beam Beam Tube A500 Gr.B.. Typical Hot Rolled Steel Design Parameters Label Shag@ LenathUt Lbvvfftj Lbzzrftl Lcamo topj$l Lcomp bot[ft]L torou Kyy Kzz Gb_,..FStngtion 1 M1 Beam 3$$ Lbvv Gravity 2 , M2 Beam 44.58 Lbvy Gravity Member Distributed Loads (BLC 2 : Dead) Member Label Direction Start Ma Itudpj(hik FJ Fnd M gnitude(Ibff Gras i nrafinnrk° )socation[ft.%J 1 M1 Y -35 -35 0 0 2 M2 Y -35 -35 0 0 L DL � - AiJGLv= Basic Load Cases �-.1 D OL oY G,LAis MO a'sr` BLC Description Category X Gravity _Y_Gravity_..Z_Gravity ,Joint Point Distributed Area(Me... ,Surface(P,.. 1 Self None ! -1 2 Dead None I 2 Load Combinations Description S...PD... SRSS B...Fa...rB...Fa...B.,.Fe... B..,Fa..,IL Fa...B... Fe...B..,Fe...B.,.Fe...B...Fe... B...Fe... 1 Self Yes y 1 1 - L_2 Dead Yes Y 2 1 3 Selft+Dead Yes. Y 1 1 1 . 2 1 RISA-3D Version 15.0.0 [K:\2017\10021700304\Engineering\_CALCS\Soffit Header Design.r3d] Page 1 _ Company KPFF A�239A 17 IIRISA Model UName : Ne p resso04 Checked By: Envelope Joint Reactions Joint X[Ibl....____ LC Y jIbl_ __-- ,� IC Z jlkj M - MY jkduLC MZ[k-ftjLC 1 N2 m..: 0 1 843.703 3 0 1 1 0 1 0 ' 1 0 1 2 min 0 ' 1 373.316 1 0 1 0 1 0 1 0 1 3 N3 m.. 0 1 1 916.429 3 0 1 0 1 0 1 0 1 4 min 0 1 405.495 1 0 1 0 1 0 1 0 1 5 N4 m... 0 1 2158.748 3 0 1 0 1 0 1 0 1 6 min 0 1 955.189 1 Q 1 1 0 1 0 1 0 11 7 N5 'rn...! 0 1 951.383 3 0 1 0 1 ! 0 1 0 1 8 min 0 1 420.962 1 0 1 0 1 0 i 1 0 11 9 Totals: m... 0 1 4870.262 3 0 1 10 lmini 0 1 1 2154.962 1 0 1 I I i Envelope RISC 14th(360-10):ASD Steel Code Checks Member Shape Code Check Loc[ftt LC Shear... Loafti Dir,LC Pnc/om jl..rPnt/orn[Ib[Mnyy/om.Mnu/om..Cbli Eon ,_ 1 M1 HSS8x6x5 .141 18.563`3 1 .013 1 33� v 13 11982.143,209065.8.. 38.792 47.285 1.2 H1-lb If 2 M2 HSS8x6x5 _ .152 29.256 3 .018_�,267 y 13123004.477a209065.e..k 31792 47.285 1•.• H1-1131 5S ikk%g f r Q0,/ - '2-4 1 kl5 (ip6— 0:7 Pi,1, c_. 7--mt,E L.7.1) 4' A -- ' cd 1<*1 - RISA-3D Version 15.0.0 [K:\20171100217003041Engineeringl_CALCS\Soffit Header Design.r3d] Page 2 Beam: M1 "/ Shape: HSS8x6x5 .278 at 0 ft - j Material: A500 Gr.B Rect Length: 33 ft I Joint: N1 Dy m Dz In J Joint: N3 Envelope Code Check: 0.141 (LC 3) -.493 at 18.563 ft Report Based On 97 Sections 853.106 at 4.812 ft A lb Vy lb Vz lb -916.429 at 33 ft Mz k-ft T k-ft lir My k-ft -6.688 at 18.563 ft 4.7 at 18.563 ft fa ksi f(y) 410 ksi f(z) ksl -4.7 at 18.563 ft AISC 14th(360-10):ASD Code Check Max Bending Check 0.141 (LC 3) Max Shear Check 0.013 (y) (LC 3) Location 18.563 ft Location 33 ft Equation H1-1b Max Defl Ratio L/639 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender y-y z-z Fy 46 ksi Lb 33ft 33 ft Pnc/om 41982.143 lb KL/r 164.846 132.01 Pnt/om 209065.868 lb Mny/om 38.792 k-ft L Comp Flange 33 ft Mnz/om 47.285 k-ft L-torque 33 ft Vny/om 68552.351 lb Vnz/om 49314.986 lb Tn/om 35.146 k-ft Cb 1.2 - Beam: M2 Shape: HSS8x6x5 .278 at 0 ft - Material: A500 Gr.B Rect Length: 44.58 ft Dy iNtki.ii in I Joint: N1 Dz In J Joint: N5 Envelope 1 Code Check: 0.152 (LC 3) -.736 at 27.862 ft Report Based On 97 Sections 1264.185 at 9.287 ft A lb Vy lb Vz lb -951.383 at 44.58 ft 5.52 at 9.287 ft T k-ft Mz k-ft My k-ft -7.207 at 29.256 ft 5.065 at 29.256 ft fa ksi f(y) ksi f(z) ksi -5.065 at 29.256 ft AISC 14fh(36O-10):ASD Code Check Max Bending Check 0.152 (LC 3) Max Shear Check 0.018 (y) (LC 3) Location 29.256 ft Location 9.287 ft Equation H1-lb Max Defl Ratio U635 Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender y-y z-z Fy 46 ksi Lb 44.58 ft 44.58 ft Pnc/om 23004.477 lb KUr 222.692 178.333 Pnt/om 209065.868 lb Mny/om 38.792 k-ft L Comp Flange 44.58 ft Mnz/om 47.285 k-ft L-torque 44.58 ft Vny/om 68552.351 lb Vnz/om 49314.986 lb Tn/om 35.146 k-ft Cb 1.28 Project ‘___Ngs.ALMc9 Tcs Sheet No 1q3ff location Roc LAND / a a_ Date Job Client litev-lied No T: I Pornond Oregon Dote 5-loa-r(,7a-o Q-16-Ac,01 (2-a• (L fes.L1 (2 LiTS To(L Dm. bt,, Ace 0,8)1A0,s 1 L-;cica(25 Ig\-47`A Afqx 2_[6. 1,0N 211 L,6 ( A() klkapt. 4 (441) ) tf,74 04- Fcr (1s) k-yr)(1,711)-9 , L(.5f 1.t73 Li.y3 k- ?s ) alto k uPs x‘,(5)16 c,m 994,i opitoArIAL-0./ lb/ iddsfea ( Q1W c 1 CV(/ 1--tcAynnty AN/ (CI ( i? t/v ) 10 ,0 t '1r „R-.9 -,ISO `-!J-C/7 12 S 3 "y J 1-1 ,ZS l (s,v-i.cx_ ,,e9.11,,.'-''' _7 :. 1, 6.,,,, _-/ ) %) ,,ti --13o d a , • 121-91 1 '15 0 0-,t)(onos"-0:1 :It/ vl 6s-.)-6 s.),/co cool :A -k i -A 1 itu yIA'11 10_1 1vord I S 4_ cwo lAhz,, LS"1Q 11 7 U,� ` - . ,or) ,:. 541 eA4 -7 91 , ..- (' ovLiT aa6) Gi (Vr r ,-L._ -wJ oven -lorr -n 'c n j i �� ��,,,,� (i r'niu,c 1j c )O U� 0 J,, -9,-) c 't e - (00)-,1)(91 (0") ;-.a c ''`' II 1 1 1 5r 0)1 :" 11/01 el\ : 51lvvl 'yoaw ti 'yea y,016 ema Buoboxp.punien,Cb / 'oN Qof�_ Pe�inov lu©11p elOQ Uo oJo1 _-k. ] -11_ ,0 cl- -0- helohi - oN lee4S