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Plans (27) pGoco S ABuT STRUCTURAL ENGINEERS 1640 NW Johnson St. RECEIVEDPortland,OR 97209 Tel 503.243 6682 Fax 503.243.6622 AUG 8 2017 www.abht-structural.corn BUCIT'OF TIGAD August 7th, 2017 ILDIN � 1° I Jean von Bargen Root MWA Architects, Inc. 70 NW Couch St., Suite. 400 Portland, OR 97209 RE: CWS Durham O&M Building Phase lb Seismic Retrofit 16060 SW 85th Ave., Tigard, OR Dear Jean, Transmitted herewith are calculations SR-1 to SR-27 &Appendix A dated August 7th, 2017, which verify the structural adequacy of the building B seismic retrofit connections for CWS Durham Phase 1 b project located at 16060 SW 85th Ave. in Tigard, Oregon as shown on drawings S202 & S701 dated July 31st, 2017. The design is based on the 2014 Oregon Structural Specialty Code. Please call us if you have any questions. Sincerely, 400011: Clinton Ambrose, P.E., S.E. Principal Attachments: Structural Calculations SR-1 —SR-27&Appendix A. k\projects\2015\11315\CORRESPONDENCE\Calc Letter-08-07-2017.doc c�� t� 19 • + OREGON 41 16, _ qP AI J P. 4 tEXP ES./2/3/// I SR - 1 C-- - Job No. . HPftlect \4CIVRgAAA i Client/41VA Location 11315.°2g , A H T Designed byAte... Dale 11 /r..1/2.01(3 Page of STRUCTURAL ENGINEERS Sheet description 146 5 scrsAt,t, Frue,c,Frr 1 1 1 . I 1 !1 Nforri, 3,--SA,—W.,,fis 1 , NOTE: The calculations in the package are t- ; based off the load distribution determined in 1 I . the ASCE 41-13 tier 1 &tier 2 analyses i -rant r: ,136 q kips = 9111 dr performed for earlier reports. These i 1 , t calculations can be found in appendix A at the i ; ! end of the package. 1 1 l 1 i -6"4,4,-/31 83 Ff1== 1.7z l'..)r . oe-.1t1pit.- i 57i-2" 1 1 1 I to] 1 I nellWil ?= Cgi5 Vrs EA!. ' IL11,... - I __. I 6.500r! 4 ! , Lrri. . , ilZ it , Q VF r InC)tir(715)(2:0 -4 i- 1 tz 6iyo F l'i X Nia.l.ric I re .1, in 3 II, 3 ! ; u - !' i 0se Ito e 1 , 0.c). v , . _________# . , , = 1E0 fir i 1,1„v r 1720 Fir 1 e-to"Conn cc;1101 , 1 1 f1 \j 71- 4 OriQ tc-rEfleCti 1.4-'1'+0 e.01 01 pane4 : V 1.4zE_D =IC'S f t-7 zo pifF") -- r- •=!--11 I go As ; Type 13 ;(ofintr--hof) I 1 - , p. (2i,- i 1 .------ __L = 27,36 if.-- _ • ! - , , 1 , i i Az —10 IN/ 7'-.o 10,t,‘ Aez.5)e /its ,,/ (t4) I e;!‘,3 scrleozsrl , Voz kits , I !-- 1-- ! 1211cirs r:-- 1,66 liip-.4— ii,, 520 - , ' 6; i 7- 1123 AS I Z7 j(1.0a)24(1142. Z4 T. ins CII2n - , I r VZ kips I zlis toS7aga)i 1173 at 7) 1 c i. ! i I i 1 SR - 2 Project coy,/ rup,livi 7 Job No. 1 . .. 1 Client All wA Location i 1 1S,oz • A B H T Designed byA sk Dat. II (1:6 /201f, Page of STRUCTURAL ENGINEERS Sheet description I . I I i I I I -1.-- ALIzs......1.2. ............c.,v ...._....._12_1- — .1..- en 1 I r I . 1 i I I I 1 • , I I Anclior6 Iv Gljt.04. i II i ' I ! I 1 1 1 ; I Gyp: 12411 At I I I 1 1 , 1 H IF' nE . itz.c. Pis (71.0c1.0,44) z.- 1060 As ! 11 1 r I r r . 1 / 1., j)6 (5) 'fz'' I ._. I i I i I i 1 csot 1 screm4 I I 1 i ! . , I 1 : ' I 1 i 1 1 i 1 ! I 1 -,. ...,. —r— i : I I I i 1 I . 1 . 1 : i . 1 , . I 1 , I i I I I I I 1 I I . . i I . i I , I , i I i I! ! 1 . ; ! I , 1 I i , I . I —I— i i i 1 t ! I I! , I ' 1 1 1 1 I i . 1 I i 1 ! I 1 I I 1 i i 1 1 1 I 1 ! i 1 i i . . 1 1 i ' 1 1 I 1 1 t 1 1 1 1 1 ii i I 1 1 i i 1 H i 1 i I I i 1 ' 1 i i i I I 1 I 1 i i 1 1 , , I . 1 , 1 , I I ... SR - 3 � J � - pro� t � Y{� Job No. -_..--- -----._ ._...----- 0Z WA 1 Client Mt t� k ovation t t 3}5j•UZ esigned by A3 Date ll 17.7/zog ... Page of B H D STRUCTURAL ENGINEERS 1 Sheet description . �avrl�l f� 13 seismic, rctrwfi$ I Type 13 canne klon Co✓t . 1 E �A f I it ,./v zo•gr ) ' 1i,1$ k— 0,375- ) i ! I I ±2 i j • j I I 10 = /2i kips I — -I . •---V"=t1,1 lx, 1$ 3;Ira kids 1 - 1 ! 1 °1 ? 1 p SS= t�. 0p CFaC? 5iN) '• 10• 114$ I I ; Uss - .77 C2a ) r60 ki7: C?i0 1ps , 1 1 wfG=' I.0 CRJo')k.•20in%\(1.0) �3'1Si &:77 16,,,,1 t6a5 i s3� } dol i i c-tee[: (3,49 4 f S.7 = .5 I.o t pI `{' 277 , I Use (3) lZ ." 'At i - ' 1 C4.- :-v 1 cciL I NI Vn= i t6 5/4 16 - 1.7734 , 11I j 1.573 , s = ,91 if 1 ()se. slftlfsukr Ft-G}Q I I72o t C? z'' oz.,. 1 I j I Vv 1•41 kir 1 401,)1)C(,25-: '73721) Co - E i { -115.78 k-=n — I OW - 140 [ L 6,0 )3c.4 Q55 (z`t?)l.l-25,."I1 L11 SR — 4 Project Ci_1.% nUAM Job No. j Client YV A Location 11317°Z 11 f /.v B HI T Designed by/41'1.4.. Date n`ZZ/ , Page of r^ r �7 STRUCTURAL ENGINEERS Sheet description oliciin3 !� S4at5.4lijG l,�TTtS11 Yy T, 13 corms �tort cont{'. I c c Wail +A sfer, f , 93t r-frtr,G: Qstr= t5.i1 k-in ^� E' 1rat S lt-11 (140Cto)Z.nl 7t It VI') LX Vr- , Qt 6liEAtr euf= Z-71 k1{ Ger= 1.LIP Ides (t[t.v(1.0Z,o) — 0:71 OP QUE. QE etc e. tet e I I I i i i SR - 5 Job No. Project Cw5 1)oximpl PA)-c C12- . i- - 11317-02- : client AvA Location I A, B F-I T Designed by A--v I kt,jii... Date II/zz, /7,01 6 Page of STRUCTURAL ENGINEERS Sheet description 13vi/cli it IS . ..),sivI.14.„ ro4Ner I i i 1 1 , , :11-Ipe R (0,)nec,,fign coy)+, 4 AD61(4,2214.6x. _._,. 1 , i I I i I, ,4'22 k10-. (2 0), _ , 1 . 1 I , , 1 i 161,-d ! , 1 ! I (1 )(le) 36 k-sS\) (. !,•-,\) 1 I I I!' i : 1 1 I / I I I 1 I It I i 1 V,5"-C 1:4 Vq Se 34t I I i 1 1 ...._ ' 1 . 1 . 1 1 . 1 1 I i 1 I 1 ; I . -I- I 1—• 1 I , I 1 I i _ ! i II I •r- . I i I I I I , I , I i I i 1 I I 1 I I I I I I i , I I ; I i 1 I t I i I 1 I ---i i- !-. i ! I 1 1 r I I 1 ! 1 1 I i 1 i ! i ; i I 1 1 1 , , 1 I ; , 1 1 1 I I I 1 i 1 I I I I I 1 i i I 11 I 1-- i•-••-• 1 1. 1 1 i ! 1 I I , I i 1 1 1 i 1 I 1 i i . i 1 -1i 1 f 1 1 •—• 1• I SR - 6 Project C G'�1� Dutzµml Job No. Client rnWp LocationI'31S'd2 I-Ii It/ l7l2o;b PagDesigned by Date e of B STRUCTURAL ENGINEERS Sheet description yy� �j seismic,V}t-f.�t�(T 13 S� iC.. �T Q�eF3T I on Smolt rn i i � / i W pt Kc,v W!l S83 e 1 I C �1 ' 1 f(15.3z II)) Z . = Z6.;13 k,Qs --Jr' 0 — i_ Wo,,(x7- 1U,i ki3�s IV. G,GaC„,5oW C, G1=6"`l.o I j t ' E i !V= ,536W 1 VFw --.536 ( C.r3-f I0,I i Y05= ,SSC(2 .;3 f R.2 +gJ' !k i t 1 = 27:74 k=y, j 1 i j i 1 Vt.-PM t 19,�t2 �C;ps / = 366 rJf i J *.i, j Z6.c i ( , 1 T C Cannec.'ivn' 1Vt. _ 366 if litf92Z74 - I =3386 1 PiA4-e : LTNI i,71.-, '/,1,,$1 1 i 1 i a `_`C a 31. ltd i 0 — 3. i.7t.0(1.0Z;) j i 1 50.E - 1.7C kis , 1 R 1 f 1 ; r i I 1 1 1 1 ; i,1 3,3114(72 ;w> - I i ; - 67,a 1i-4-4 1l.,O(2.th 3 Ies',(..irm.) 1 . _ , U6e t'L'if,f 6 11 LlJ. 1V= 386 .ii, (1 0,, le/in 1 1 ( del= 167. 8 le-;n Cl'x !,5-? k/ 1 z ,f i I r 1 i I - �,s°j �/;n 1 L 3/1�`' f,) ,L I__.._.__.___ __ .--.__.... ? __ 1.____ --- — _i._---_ 57-- .4,-:-1-= --.._ • SR — 7 1--- Pr3jeCt (-WS 901213AAA Job No. 111) .02.Cheat All V/A Location . /\ 8 Hi T Designed by -1 Date 1 i /2 ei / 0 K Page of STRUCTURAL ENGINEERS 11 . 1 1 Sheet description 13u,;GI,(,, 17,' 565011c, pe+roc;4.. 1 ; • 71Fe C... 02.40c c:''''ert.,s (o,4- ! 1 CbT 4. 1>t0c-k : .61S-A (7'4.4,c) ,i 1 3tZ fir( 1 WC (7) SWPS6?,) A 37 - 1 1 (q'T,S, rtr 1,2,•/ zCz,, k i k•,.z.l6 > ,-,?...'..., tzia )6, (716). tz I2 1_7- Ivo -ii, ' 5:73 k . . , ( 70;(0.tc.,::.•.;:,\'', l' I 1 7'3)Z - , 3 .?.'t k C'',,) 1 i 1 (2') c:4"- 1 1 i i 1 , I 1 • : 1 I . . 1 I , . I . , . i , , 1 . , ! . .. .. _ _ . SR - 8 Project CWSJobNo. Dv�FtAm Ghent 7,414-A 'A I Location YVB I-'--I T Designed by 43k Datej ' 0B Page of tz STRUCTURAL ENGINEERS Sheet description 'Firj j-ficv {� � I _�e�,1_fac� tannec'�'tcR V 3.3 (QE-' 3,3'1 1400032,o) 1,70 tops Use 51,N#P,5vu 4 p = ' t`a�aGt 1� f 2,16.\\ - 1,70 kw CO 14. e (z' St, PSO PGA u(q) ,ts7° ti/LrX/ 1-U LVF g- (Li) 1/u,r: x f r ° 5175 Vnzz ‘97 1/3 rig nY 5QC ^ Lt Z� �( Pte.= "51ts Prt {,7c.? kfp.s Psti` 2.102,tkt [See- (6)61 p£ i M = 1.70 k, (Zt),n) rz) 2.,3 1,-11 I rr t� 12W 767 is ��I �H4 jee ( ftp ,(E) C m/vv. webs 1Z/ : . .35714(2) = Ci7O l-i Rx' 1.70 kips Z.6.7 k [Sem rce r, ti SR - 9 COMPANY PROJECT I WoodWorks 501,141%0r FOR WOOD DESIGN Nov.28,2016 17:07 (E)GL Design Check Calculation Sheet Sizer 6.2 LOADS (lbs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pat- Start End Start End tern DL Dead Full UDL 257.0 No - IDL Snow Full UDL 173.0 Yes MAXIMUM REACTIONS (lbs)and BEARING LENGTHS(in) : 0 3' 20'-9.5'+ Dead 3380 2405 Live 2102 1517 Total 5482 3922 Bearing: Load Comb #0 #2 #4 Length 0.00 1.27 1.18 Cb 0.00 1.30 I 1.00 Glulam-Bal., West Species,24F-V8 DF, 5.118x18" Self-weight of 21.24 plf included in loads; Lateral support:top=at supports,bottom=at supports; Analysis vs. Allowable Stress(psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis/Design _ Shear fv = 56 Fv' = 276 fv/Fv' = 0.20 Bending(+) fb = 739 Fb' = 2542 fb/Fb' = 0.29 Bending(-) fb = 88 Fir' = 2740 fb/Fb' = 0.03 Deflection: Interior Live 0.08 = <L/999 0.59 = L/360 0.14 Total 0.28 = L/763 0.89 - L/240 0.31 Cantil. Live -0.04 = L/819 0.20 = L/180 0.22 Total -0.14 = L/252 0.30 = L/120 0.48 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fv' 240 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 Fb'+ 2400 1.15 1.00 1.00 0.921 1.000 1.00 1.00 1.00 1.00 - 4 Fb'- 2400 1.15 1.00 1.00 0.993 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 4 Shear : LC #2 = D+S, V = 4128, V design = 3451 lbs Bending(+) : LC #4 = D+S (pattern: sS), M = 17043 lbs-ft Bending(-) : LC #2 = D+S, M = 2031 lbs-ft E Deflection: LC #4 = D+S (pattern: sS) EI= 4483e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind 1-impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) Load combinations: ICC-TBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3. Grades with equal bending capacity in the top and bottom edges of the beam cross-section are recommended for continuous beams. ( 4.GLULAM:bxd=actual breadth x actual depth. - 5.Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6.GLULAM:bearing length based on smaller of Fcp(tension),Fcp(comp'n). 7.The critical deflection value has been determined using maximum back-span deflection.Cantilever deflections do not govern design. SR - 10 • Company : Nov 28,2016 Designer : 5:06 PM IIIRISA Job Number : Model Name : Checked By: i (Global) Model Settings 'Display Sections for Member Calcs 5 i I 1Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes 1Increase Nailing Capacity for Wind? Yes Merge Tolerance(in) .12 i P-Delta Analysis Tolerance 0,50% - Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 - ,Gravity Acceleration (ft/secA2) 32.2 1Wall Mesh Size(in) 12 ,Eigensolution Convergence Tel. (1.E-) 4 Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(lterative) ,Cold Formed Steel Code AISI S100-12: ASD 1Wood Code AWC NDS-12:ASD Wood Temperature < 100F 1Concrete Code ACI 318-11 !Masonry Code ACI 530-13:ASD Aluminum Code AA ADM1-10:ASD-Building Number of Shear Regions 4 Region Spacing Increment(in) 4 Concrete Stress Block Rectangular ,Use Cracked Sections? Yes - 'Bad Framing Warnings? No 'Unused Force Warnings? Yes . ,Min 1 Bar Diam. Spacing? No ;Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 !Max% Steel for Column 8 Hot Rolled Steel Properties Label E L i G kg Nu Therm(11E5 F) Densityf k/ft^31 Yieidjksi] 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 .3 .65 .49 50 3 A992 _ 29000 11154 .3 .65 .49 I 50 4 A500 Gr.B RND 29000 • 11154 .3 .65 .527 42 5 A500 Gr.8 Rect 29000 11154 .3 .65 .527 46 1 6 A53 Gr.B 29000 11154 .3 .65 .49 1 35 7 A1085 29000 11154 .3 .65 .49 50 Joint Coordinates and Temperatures Label X El Y[ft] TemplE] i 1 Ni 1----0 0 0 i 2 N2 5 0 — 0 Joint Boundary Conditions , - Joint Label X[kiln] Y[k/in] Rotation[k-ft/rad] Footing .___i 1 N1 Reaction Reaction 2 N2 Reaction 1 RISA-2D Version 15.0.0 [CAUsersNandrew\Desktop\CH.r2d] Page 1 SR - 11 Company Nov 28,2016 Designer 5:06 PM Job Number Checked By: IIIRISA Model Name Member Primary Data Label I Joint J Joint Rotate(deg)Section/Shape Type Design List Material Design Rules 1 M1 NI N2 C12x20.7 Beam 1 RECT A36 Gr.36 Typical I Hot Rolled Steel Design Parameters Label Shape Length[ft] Lb-out[ft] Lb-in[ft] Lcomp top[ft] Lcomp bot[ft]L-torqu.., K-out K-in Cb Function 1 M1 C12x20.7 5 Lb out j i Lateral! Member Point Loads (BLC 1 : DL) Member Label Direction Magnituderk.k-ftl Location11ft,%1 1 M1 Y -3.38 I 2.5 Member Point Loads (BLC 2 : SL) Member Labe9 Direction Magnitude[k k-ft] Location[ft%] 1 M1 Y -2.1 2.5 I Member Point Loads (BLC 3 : EQ) Member Label Direction Magnitude[k.k-ft] Location[ft,°1°] 1 M1 M 2.83 2.5 12 M1 X 1.7 i___ 0 i Member Distributed Loads Member Label Direction Start Magnitude[k/ft F_3 End Magnitudejk/ft...Start Locationjft.%] End Location[ft,%] No Data to Print... Basic Load Cases SLC Description _ -Category_ X Gravity Y GravityJoint Poin. I'_ '.0 :19 1 DL .. 1 None 2 SL --._ None — ... _ ..-__-.....-_ 1 i 3 EQ None2 . I Load Combinations Description S...PDe!...S...B... Fa... B... Fa... Ba.. Fa... B... Fa... B... Fa... B... Fa.., B... Fa.. B...Fa... B... Fa... B... Fa... 1 DL Yes Y 1 1 1 12 SL Yes1 Y 2 1 __ . 3 EQ Yes y 3 1 I l l 4 DL+SL+ EQ Yes Y 1 1 2 1 3 1 1 1 1 Joint Reactions LC Joint Label X[kJ Y[k] MZ[k-ft] 11 4 N1 -1.7 3.358 0 2 4 N2 0 2.226 0 3 I 4 Totals: .__ -1.7 5.583 4 4 COG (ft): X: 1.993 Y: 0 I RISA-2D Version 15.0.0 [C:IUsers\andrew\Desktop\CH.r2dJ Page 2 SR - 12 Company Nov 28,2016 Designer 5:06 PM II I RISA Job Number Model Name Checked By: Joint Deflections LC Joint Label X[n] Y[in] Rotation[rad] 1 4 N1 0 0 -4.545e-4 2 4 N2 0 0 3.798e-4 Member Section Forces LC Member Label Sec Axial[k] Shear[k; Moment[k-f] _ 11 4 M1 1 0 3.358 I 0 2 2 0 3.332 -4.181 1 3 3 0 -2.174 -5.5 4 4 0 -2.2 -2.766 5 5 0 -2.226 0 Member Section Stresses LC Member Label Sec Axialfksil Shearfhsil Top Bendina[ksil Bet Bendina[ksil I 1 4 M1 1 0 I .992 0 0 E 2 2 0illMilrrlX2.334 -2.334 3 3 0 3.07 i -3.07 44 0 -.65 1.544 1 -1.544 15 .___ 5 0 -.658 0 0 I Member Section Deflections LC Member Label Sec xm 1 ( 4 M1 1 ] yna __(n)Uy Ratio NC I 2 2 0 -.006 9912.03 3 3 0 -.008 7196.844 , 4 4 0 -.005 NC L___5 5 0 0 NC Member AISC 94th(360-1O) ASD Steel Code Checks LC Member _ Shape UC Max Loc[ftl Shear UC Loclitl Pnc/Qrp[k] Pntlorn[k] .Mnlom jk-ftl Cb Ern 1 4 i M1 C12x20.7 .177 2.448 .077 0 97.24 131.066 45.988 ;1.6137H1-1 b i RISA-2D Version 15.0.0 [C:1Userslandrew\Desktap\CH.r2d] Page 3 S R - 1 3 Project z'r 1, V% LW-) uvreff,A,A. poAsF_ cyz Job No. 1 . . .. ._ .. .. .. __ ClientAto ! Location t3 ! S -_ø Z A B F-1 T Designed by odS Dale II/lc-1201C Page of • STRUCTURAL ENGINEERS Sheet description 1-30,A74.36 ig, 5Efsmtd Tzurpovr 1 , ( i 1 . ., ,._ StleC41 I C1C-,er cki, r0Of 6 i ki clgow,342. ?1-/p e -,1-0–Conr,er,41014.5 I i 1 i I , .122-7 q kips- ' 1 i i 1 1 . .,..1 ,77,-..)- 77.-1,1 q PA ! 1 1 I I 1 , , i ; 1 1 i — — 1 . 1 , I ! 1 I . 4 . . I . . i I ' 1 F.. ..... _ 1 6 I I 1 I I Vu.17 711i Eli Cglit)Vr I -= too Ar MMOMIIMI vie' ---- ;-. .-jellINIMMINAL., ex (I5 ‘-‘) =3200/6•74. rmuimmenon............ ! , . • IL_ , , 1 i„„ ,i,„ .. 1, , ' i 1 1 , __. tu: 52.0ciFfii_ft = 1047 if , k..., 1 i ; : ! 1 USe i 114,-fr- t7o4.5 ! , 1 1 I I 13errf PIA-re , i — 1 1 I 1,1 7/81' ft 1: 17,,,, :: acf Co7,4141(e0 VA) 1 1 "IF k9 i-m' --1 , r,....• (X,g1-1 ik--) i - 21 kirs I 1–(00-#461.< Vss z ,-7c(c,74„ )65'6 10 , 1_,__., 133 10,4 I r .-,, ,061 in i _.11? folit. = ,t-5-(ir. )tcri.liwz)(1.6)t)jokirm 1 I 1 1 1 t A' .., ( i , ( WO fiti3 04)) i (I 667/1444) I \ 2110 ft, L 7,t'F)0 its - 1 I II I • SR — 1 4 — , Project Job No. CKL5 rptiefiA/A PHASE 02 , Client ivi wA Location 113 15- 02 /„A 8 H T Destgned byA5z, Date 0 i tc /7.0,4, Page of STRUCTURAL ENGINEERS i Sheet description f, I /Dull-C1/06 E •Sismtc, reprport-r— I i I , 1 1 De-Si.cvn ti*Stcl CO PAZ" viodci 151Je ! I 1 1 P.;071 ia+ -to 6i 1 member. '4,f" lienriai pi,,le ..s-icii wiember i I Iv4it1c5: oir 14ezr i - / i I f 1 .Z11 ,,... f•90 .45 i 1 1 , 20., A.5 . , . 1 kr, 4,t 6. i ! I . i 1 1 ! 1 i 11)67/6s Itito‘iz!t-7N2- = 12.552)4$ 1 I 1 1 I t 1 I I f I I I 1 i 70(t4L(0) Liz' /is 1 1 . 1 1 I zi -77)slr)2(3 4Y)4 iq'40,1,,O(.70 I 1 1 I 1 /12 J1. ! , 1 1 1 i usc (il) gil to:, scrkk)S , , 1 I i ...2PL 2:: , , 1 1 -1- --,- i 1 , _ , 1 , ; • , 1 ; .• „ . ; 1 ; 1 1 1 1 , . 1 I f 1 1 I 1 I i , 1 1 f 1 I I I 1 1 ; ; 1 ; 1 1 , 1 1 , 1 1 1 1 ; I , --I- --;-- - - ---r- --;- - 1 ; i . I , . 1 r 1 1 I 1 [ ! 1 1 • 1 1 I , 1 1 ; f r I ir I • . -I- -- . 1 -I- 1 I 1 1 r 1 1 1 ; 1 1 1 1 1 i 1 : - 1 1 ; . 1- I_ i . _ I ; ;-- SR - 15 1 Job No. 1 Pr°Ject COS CURl+Afr Client/1/1 I A ._. __.. Location [l�' S.Uz 1■\\\ B Hi T Designed by/4•K. Date tt /Z1 izOit Page of STRUCTURAL ENGINEERS Sheet descrip�nP ,i7 4 y j {YI II ^q �^C!SY1 )u fCftJr1 _._ __..___-__ __ __._ V,-- __...._ 'hs_('z)('lz,,,t3f1) 320 E.c ZZ.?y (� I VVI.' 370 c( 10,-.1 ` . IiI ineje. 'till r-kr, SS �yc3ls if I 0 f+ la>.0 PC) -4— a i • 1.- I i I I -tN- J L! C.6s(.g tc-,6) I — 3,91 to 24 in i f 1 T IS? k-;y, 1 i 6Z7 11,s ,n5. - . 3135 ;41i I ' ! !Le.--.) Isi (3.114;1i-in) ,,,- .17 in , a 1,0(7,0")(36 k.s (6,a I1.1 Vst ip -.73kgt-i f�lr,c� e ! j I i , 1 to t 1 I i 1 = i1kt;'S lt1 - G_3_ -- - n r �? X5.. 1 ___._..__ ----- �9Cs�r ' 1 T�-6-1.SS . ds i 1 I i 1 I • I ] 0 Pt.,(1.0 (t•o) VE(S+n)1'iY(1/4)1Jsoota r„ . -y.3 fit si { Gw4rDis I: i I I i _. i '0 (0)(900(.70 m=)/1.0 )3 )p$, ' 8`•76 kid [6,n\-..is.1 Csis' (5-13-) 1..I 1�Cis C'�l) 4 71 l4 f' _ 2�( Use `�i'' SR - 16 t/ Project !y✓5 f�U(Zt}�l� ( Job` No. • Client /V Location t l j A ABH T Designed by/4 .A3� Date 11 1 2 (7.o f6 Page of i STRUCTURAL ENGINEERS Sheet description 'Soil,'+� 1-3 setsrnj c. rc4144t .. �_ Clic Wftat f�s* G for rseS___._._. i T// - 314 (t - /4/3 .. 1 1 417 i i 4, f-A ! 1 i + 7r, . 1,-10'+ ill" 1 1 I 1t _1g) k-r ( , d t is (n aS , Win- l,o (.0 0r 7)(yoP (1.77_ "7/.) 1 - `I.17 ftY;n ✓' f '�' E i I. ( - tri j kiP-K 1 Vr I WA IS tt AfA 1 t I I __._____.__ ._. __.t_ ..._.__-_._-..._._.__ ( l 1 I Airs 6.�I 14(31140 If) 1 = 24+ 6' f-;nI (,c CZ os0-4)(jgt-) 1 1 I 1 i Ii i 3(t rn 1c,ie /S Citielu+4e i • i, t------ ---------------r-- -- - i 1 I V, 324 pit i f p / 4c —.._.._-_._.._.---__... ,_._. 1r�,? 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SR - 26 COMPANY PROJECT WoodWorks® sorrwmu-ros W001)DESIGN Nov.16,2016 15:51 Soffit Support Design Check Calculation Sheet Sizer 6.2 LOADS (lbs,psf,or pit) Load Type Distribution Magnitude Location [ft] Pat- Start End Start End tern DL Dead Full UDL 25.0 No - WIND Wind Full UDL 35.0 No _ MAXIMUM REACTIONS(lbs)and BEARING LENGTHS (in) : 1110' 201 Dead 348 348 Live 250 250 Total 598 598 Bearing: Load Comb #2 *2 Length 1.00 1.30 Timber-soft, D.Fir-L, No, 1, 6x8" Self-weight of 9.8 plf included in loads; Lateral support:top=at supports,bottom=at supports; - Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis/Design Shear fv - 12 Fv' = 153 fv/Fv0.08 _ Bending(±) Sb - 405 Fb' = 1080 fb/Fb' = 0.37 I Live Defl'n 0.29 = L/824 0.67 = L/360 0.44 Total Defl'n 0.70 - L/344 1.00 = L/240 0.70 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cf rt Ci Cn LC# Fv' 170 0.90 1.00 1.00 - - 1.00 1.00 1.00 1 Fb'+ 1200 0.90 1.00 1.00 ] .00O 1.000 1.00 1.00 1.00 1.00 - Fop' 625 - 1.00 1.00 - - 1.00 1.00 - E' 1.6 million 1.00 1.00 - - 1.00 1.00 - 2 Shear : LC #1 = D only, V = 348, V design = 326 lbs Bending(+) : LC #1 = D only, M - 1740 lbs-ft Deflection: LC #2 - .6D+W El= 309e06 lb-in2 Total Deflection - 1.00(Dead Load Deflection) + Live Load Deflection. (D-dead L-live S=snow W=wind I=impact C=construction Cid-concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. SR - 27 COMPANY PROJECT $11.°111111 (i4 I I WoodWorks SOPTWARE FOR WOOD DESIGN Nov. 16,2016 15:51 Soffit Support-Weak Axis Design Check Calculation Sheet Sizer 6.2 LOADS (lbs,psf,or plf) ; Load Type Distribution Magnitude Location [ft] Pat- Start End Start End tern WIND Wind Full CDL 18.0 No MAXIMUM REACTIONS(lbs)and BEARING LENGTHS (in) : TkWtfEalrgga.l.MIFVLVR,VaB'144naZZIA.*.aW.,WO.4g,.i', 10, 201 Dead Live 180 180 Total 180 180 Bearing: Load Comb #2 #2 Length 1.00 1.00 Timber-soft, D.Fir-L, No. 1, 6x8" Lateral support:top=at supports,bottom=at supports;Oblique angle:90.0[deg Analysis vs.Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value 1Analysis/Design Shear x-x fv - 0 Fv' - 272 fv/Fv' = 0.00 y-y fv = 6 Fv' - 272 fv/Fv' - 0.02 Biaxial fvx / Fvx' + fry = 0.02 Bending(+) x-x fb - 0 Fb' - 1920 fb/FO' - 0.00 y-y fb = 286 Fb' = 1920 fb/Fb' = 0.15 Biaxial 3.9-3: fb1/Fbl'-fb2/Fb21(1-(fbl/EbE)'2) = 0.15 Live Defl'n -0.39 = L/616 0.67 = L/360 0.58 Total Defl'n -0.39 - L/616 1.00 = L/240 0.39 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Cl Co LC# Fr' 170 1.60 1.00 1.00 - - 1.00 1.00 1.00 2 Fvy' 170 1.60 1.00 1.00 - - - 1.00 1 .00 - 2 Fb'+ 1200 1.60 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fby' 1200 1.60 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - 1.00 1.00 - E' 1,6 million 1.00 1.00 - - 1.00 1.00 - 2 Shear : LC #2 = .6D+W, V = 180, V design - 172 lbs Bending(+) : LC #2 = .6D+W, M = 900 lbs-ft Deflection: LC #2 - .6D+W EI= 309e06 lb-in2 Ely- 166e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd-concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Q X 0 z w a. a. <C A-1 Project Job No rv,P, r c./1,4,41 1 ° Client xiijw Location je,:\ B 1.1 Designed by Date .7 , , Page of STRUCTURAL ENGINEERS Sheet description /si 4c.z. i S 7 Lt F'" < 17, j 00 7 f Vi - r 7`e 77:- Csss'ere, s, e ees.s AV L. 1/4,i 1° rL:S00c •=0, rth uake.cr.usgs in http://ehp]-" q Report Maps Summary Design Report Design Maps Summary ' Analysis '.Yovidesignnlaps/ustsummary.ArRemp... 441411‘bified Input c Report Title Durham 9, 2016 02:25.2 E E-1 Tue FebruarY Standard, BS User-Specified I in 2008) 41-13 Re data availab e Document ASCE USGS hazard WastewtraotfeitrSd7istsrmcic (which utilizes ovv 122.76443 s 45.4038°N, Soil" *,....,* -.... , Building Code Reference Site Coordinate D - "St1,17!°,140 il-,--- _-=,-,-,-,--____ ,,,,:,',,,,..••ik,,,,,!!„„; --,F I ,,,I„, _„,,,,‘.0„,,,„„7.,,,...„,.., a, ... „wi Site Soil Classification Site Class --,'O'' ' , i:4, ,11:::-4-,,,,A!'., l'.1.-'-''''-..,jAV f... ,A,,,,,, ,..,-r-f ' ,„.;•ii4r„;.,'-':-.':,--,4'v i I ' , ..,'''i.,,''!"-,' ---,''”O''' 0 , ,'''''''-*If,,: ,., - j,,,,ite.•10 119a 41,, go _---•:-.0r'r-.---,',-,':,,,,,-,;1,,,,:',.,:3w',-rt H.'''F. ..-., .. ,--.......----.''1'.',..,.--- ',',..--,' Ar- f ,011,,A,11'".;: ,'4,1,, `-:::,,, - , - '1*.-.[,:*-' ,;,,-, --'-'.'-gl',-."-:P.:-.-' ,,•'''.:"-r. :“: ,4*---:' ''' ' ': 7'1`1:'-'7'7"----'-'77."''Vir!21,---' ,`.1."-P-,:!,:,,i',1-- l'.2 ."' ,it-.1.-_---,..-","-irilii''x.'-'4,.,"4_, ir, ' ," '4,,';'' ,,,4",!•_:_:4:7-',.it:' „iT,,.,-.,, .„,,,,....:2--0141:%;:,„ ' -" ' ,,., ',',.. ,jAp•,,-,,;',1 99 rwod f-T--.C:'.4.':,.4'==,,";:I":',C'-' ;--- ---`-.A.P. 4i1 .,..,---' -..'.'-.;?..;;1'.rt:'''',1,r -,"I''''' .r.,,, -0 4., „,,,,•,..kvb.„.. _.„,i,„,:--,-, • _ -...,_-.,- '• „,7,:,,,,,.....,77,,,,,:**,,,,.....,..„,-;,,,,In 4 ,-...,::..2,..,,,-,i,----.41:'4 G ''',4', '''''::I.:::::' .":1#-..-.',..==-7..4:,''' •:w .„t,,,,,,,,*71,,g,,, kl-7. '-- , tdawar USGS-P 0.456 g USGS-Provided Output SxS,BSE-1E 0.291 g 0.259 g Vertical Spectrum SS,20/50 Sxi,BSE-1E 0,110 g S1,20/50 Spectrum 0.22 0.29 0.55 Horizontal Spe 0.50 0.24 0.45 ..., 0.20 Vi 0.40 , *-0 It 0.19 I 0.35 VI 0.12 121 0.30 ,.... ill 025 ? 0.00 VI 00 0.20 0.04 1 90 1.99 1 0.15 0.90 0.00 0 0.40 0.90 (sec) 0.00 --- Period, T 0.10 2 00 Go 1,90 of 0.05 0 1 accuracy co •20 1.00 1.20 1 4 d, as to the 0.00 0 40 C1-- li" ) expressed or implied,ec 0 00 0,20 - Period,T(s warranty, we provide no Q Survey, po I tter knowledge. 1 00 1.20 1.40 . ' n is a product of substitute for technical this information This tool is not a Although ed therein. contain the data the U.S. G__Ii_ica subject-ma I of 1 2/8/9016 6:24 PM A-3 Report ReP Design Maps Summary • 2User- i'iiits, {5 .4 SPeclfied _nPut Repo rt T Durham .,., W a,..s'-"w1at e1.1,rSe • s lic-,- Analys is Fri February 12, 21601'46:35 ulc Building Code Reference Document ASCE 41-13 RetrofitStandard, D:L-2N (which utilizes USGS hazard data available in 2008).,. Site Coordinates 45.4038°N, 122.76443°W Site SoilClassificationsite Class D - StiISoil" Risk Classification Site B ertpo ... .ffe. 10. a mci_-,f,-":w 2t) -" : o; go ?, tin cl,,,, '•--#0,;,,,t;oe:t,,,-‘4.... .,,, ,:40 ri,,,,,' ,:,..1,..:_,4,:„.,.-79,--,,,...,--,--- - ;4.- ,:-:- ` -.;:-:.7„-40%.:„. „,,„......-: , -.,!,:si.:„.::.....-.-- „.,.. ... iso Oregon g',T. ft, .. hor Output Spectrum 44-hi ''''' ' d 1.072 g spect Vertical uide ve - - ru-- 2N usGS-P SX5r6sE- 0.662 g 0.961 g SxliBsE-2N 2 0.7 SS,BsE-2N 0.419 g „. Spectrum 4 0.6 Si,BsE-2..., Horizontal 0.56 0.42 1 1.0 -61 0.40 ro 2 41 0.3 d59 0.08 024 00 2. 1.80 1.00 0.77 0.10 1.40 0 1.20 S "6 0.02 *go 1 04 0 40 0.00 :ad. T(set' '1 0 55 r 0.00 _ 0.20 per. 0.0° c7i 44 0. 2.0° 0.33 GO 110 x* -sse 0 22 1 0 1 40 1, a 00 -.2 0.11 0.40 0.00 0.0- .1..,(sec)0.00 0 20 Period, ' . Survey, we prov_mideatote9rwkahrorwanletdygee. re 0.00 . Geological l subject matter not a substitute tool is product of the U.S.stGiteuote for technica this information is to the accuracy of Althoughd or implied, as the data contained , - A-4 I . M. 1/2N1lifr" Design Maps Summary Report User-Specified Input Report Title Durham Wastewater 2016 04609UTC a2stewat17S:eismic Analysis Fri Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45,4038°N, 122.76443°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/Ill _ , - •-,--.,,,,,,-,,,--„,,,,..,. . .er ..,. ,,.: -- ,,„, _,, ,'_iii,,_-_-3,,,,,,,,, , ',. _, -,,, ,,;,;-",:..51.... ,,, ,,.,:,,,,, *'' i :rr---0-z.:*2;t21-11 t2,0,1'11 041°1"71-10221'---21-01°'1-1 221-2,1°'10 .4..2,01:40.7:.-401:14-19A422. , .",ik4,,,,,0.0" ' ran ';',.:',.. k.,„:...., ,-,1--1,'' „„ ' -","_-tc-6,4111,14:•= ,dir:'''' ?1", :.... :`-•,,:. ,ry., ,„ W...- 'A ,,•,,,,--,,, ,,,,„, _,F.; , -_ --..'„.494' --= ,,,'','r. ' ,--.- `,,-:, ,V.' , , .--.•-. ,---ali,,,', -1: ,•, '_--':.;',-- -A,,-,---,0,,,,. , = ,ik-4......-- -,-,-,.: ..-. --,,,,-..1...:„_"- ...-- . .,-.)..--".f....-- -"..,, •-.,..' 09 .„.. Fs -0- --.. - .,,....-----t '-..2,.. ' --,.": ' ' ' ,,':,..,.4,-;-:=-77';',!`",..,,,,,-4'.'---1;err a.,::: :,),•,.r a-,-, -- , .'4''L'o'',-'..--T#7,:,-;-37,'-'1" '' i"--''':77.'1'":';::;Itivf i.,-, ''''„,,,,„::,,,,,,,,„-,,,, , " „., L,',-;!.' -,,f,"7,_,.:4:,--,.....?1.,..:.:.' 0..?,,,,,-;72.-1„,, .„....,,, .0' rV,,,,, ,:-":-4',..'--0-4•:uw ,o*, ,-..?-,.,:-.,z-I_", ' -'' ,"'.--',1..'4.r'''''-,,-,-,tI''.e::, ,--''• .-,....:,,.•":,.;..,`-''.:'.''. **,,,x*,,a--:.-.''a„.c_:,,,,:, i,--,-1'',''1-_11,,' ..1."'°' 0' 0, --9--41. '"1-11 .20, '11., '7'4. ....---1'1,•0111-'1' -,-2, , -;.--'1.0"-='...'°,.-14- '.40 ,,__ ,,,.., 0. 1 „ - *.'' -,-. -',,,..;' ,7”- _,.,, ,17",,,..-r,:',1;':rdi-,k-„,10T4ii,,,F!i4v, „ .,,- :0, gt.„., ,.r---2 0, .1.;i':',":7:2''''''- , ,..ilfra:-:1,'''''1.;,,,, ' h , , ' _ -„,,vg,:....,:----:,,,.p -.-. ' - -:,1,. - -„,i.,,,.„,:t.'„,-, ,,,,,.,-",,.,..,..;:,-- - ,- . ---.41,1„,,._ . , ,„,-,--- ,,,,,,,,,,,,,,,,,..- - , ,ttt .-..., 4 -- USGS-Provided Output ,3322 Sos = 0.715 g s 1 072 g Ss = 0.961 g SMS = . _ 536g 1 S1 = 0.419 g SM1 = 0.662 g S01 = 0.442 g p For information on how the SS and Si values above have been calculated from probabilisticleasereturn to the application and (risk-targeted) and deterministic ground motions in the direction ofmaximum horizontal response, select the"2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 1 10 0,72 004 0.95 .2 52 0.22 0,49 0 77 SI i 0,22 M I V) 0.32 0,55 1 tol 0,24 0,44 0.16 0.23 0,22 0.09 0,11 000 0,000 02 0.20 0.40 0.00.pectrei0odi...s0T0(1s.e20c)1.40 1.00 1.20 2.00 0.00 0.20 0.40 0.20 0.20 1 00 1 20 1.40 1.00 1 20 2 00 Period,T(seci For PGAm, TL, CRS, and C„ values, please view the detailed report. Althoughthis information is a product ofj 'ect-matter knowledge. the U.S. Geological Survey, we provide no warranty,expressed or implied,as to the accuracy of -the data contained therein.This tool is not a substitute for technical sub A-5 based evaluation for both structural and non-structural components using the Basic Performance Objective for Existing Buildings (BPOE) as defined in ASCE 41 shall be the performance objective for the evaluation, unless a Tier 3 evaluation is required by ASCE 41 C. ASCE 41-BPOE Improvement Standard means the Tier 1 and Tier 2 Deficiency based retrofit for both structural and non-structural components using the Basic Performance Objective for Existing Buildings (BPOE) as defined in ASCE 41, unless a Tier 3 evaluation is required by ASCE 41. D. ASCE 41-BPON Improvement Standard means Tier 3 Retrofit for both structural and non-structural components using the Basic Performance Objective Equivalent to New Buildings (BPON) as defined in ASCE 41. - E. ATC 20 means the latest Edition of the manual on "Procedures for Post Earthquake Safety Evaluation of Buildings"published by Applied Technology Council. F. BDS means the City of Portland's Bureau of Development Services. G. BPOE- Basic Performance Objective for Existing Buildings: A series of defined Performance Objectives based on a building's Risk Category meant for evaluation and retrofit of existing buildings; See Table 2-1 of ASCE 41. H. BPON- Basic Performance Objective Equivalent to New Building Standards: A series of defined Performance Objectives based on a building's Risk Category meant for evaluation and retrofit of existing • buildings to achieve a level of performance commensurate with the intended performance of buildings designed to a standard for new construction; See Table 2-2 of ASCE 41. - I. BSE-1E: Basic Safety Earthquake-1 for use with the Basic Performance Objective for Existing Buildings, taken as a seismic hazard with a 20 percent probability of exceedance in 50 years, except that the design spectral response acceleration parameters Sxs and Sxl for BSE-1E seismic hazard level shall not be taken as less than 75 percent of the respective design spectra response acceleration parameters obtained from BSE-1N seismic hazard level and need not be greater than BSE-2N at a site. J. BSE-1N: Basic Safety Earthquake-1 for use with the Basic Performance Objective Equivalent to New Buildings Standards, taken as two-thirds of the BSE- 2N. K. BSE-2E: Basic Safety Earthquake-2 for use with the Basic Performance Objective for Existing Buildings, taken as a seismic hazard with a 5 percent probability of exceedance in 50 years, except that the design spectral response acceleration parameters of Sxs and Sx 1 for BSE-2E seismic hazard level shall not be taken as less than 75 percent of the respective design spectra response acceleration parameters obtained from BSE- 2N Seismic hazard level and may not be greater than BSE-2N at a site. L. BSE-2N: Basic Safety Earthquake-2 for use with the Basic Performance Objective Equivalent to New Buildings Standards, taken as the ground shaking based on Risk-Targeted Maximum Considered Earthquake (MCER) per ASCE 7 at a site. M. Building Addition means an extension or increase in floor area or height of a building or structure. N. Building Alteration means any change, addition or modification in construction. - 0. Catastrophic Damage means damage to a building that causes an unsafe structural condition from fire, (. 1^'ZZt. 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An,j\t.s fig^ (( ,332 611 t. .5.14. Te ' , 2 CI .423 5- -534, 13, : z 100 *fa L `s L TS S_c- (loa {.en") .536 536 10 Ps��a 5si �c faro, Cl-S '' C, (7 L, W j T6�a? Sg='S36 wrcnts its) 2 3 k n W = yz2,‘ ern- #,0 tier 1,4 (1,0) 0.s (2'x63 his") C,C2 - 1,4 = 2Z2.3 1r 3 \J- t,w C 1.6)0,5% Cq2z6 rvs� W:rEwNsZ= .r V- 317, 1 '>n5 Vrf5 - 1,4 (1,v) Q 536 (777 h ({ Seg rle.r/ tie ViTr ww't I�rs� a:, 1 I'tG tiCelli* Uiltlik 15 tI NI v c e cyte fehrr-eJ [7.2,!13,21 • • f € i E I ' j i • A-9 Job No. Project IDUVIA ANN crient mvi Location AlE3HT Designed by kW._ Date oz /Ise /"?,.0 Page of STRUCTURAL ENGINEERS ( Sheet description Tier Z /440/1=5,i5 rrs SYS 0,5-36 t t )04 0 - I 11.1 11-,i9 (/39.21i) Llq9 elf F C.C. 5-30(1,40)(1,6)(1,3) 0-01, vir) r 117 1),if , Fp N, 4, it ‘,. I ri p,f (14?-) I _ 11.71 R. , ‘,7 ( tf)(?,o) . . GCE = t,,fr k•,• •: '11.7rif 47 pfr . . . „ A-10 Job No. • Project 1:2V 1K t4iVA Client ivi WA Location 11.3)7 ABI-IT Designed by A3 V... Date 07 //7/1914 Page of STRUCTURAL ENGINEERS i Sheet description t E' fli re TL 4- -re 6 k 1-:er Z An4,13•3 12.5I3X 7Xifz.-\)e lc°)] :.Wo if Akarc,'p 17 psf . q'S [ Fio ram() rcr.Orol.kr) c 11r1c c reIL I ej: to LiAi e..s1- Le; t7.011-1' Sec iti'441 ( V /ft),) -4:2.0 1,--] . = 2.0 pf= 0 Mc( S*5.--- —526 "k' h3 Wr' SH 9 pjf k 0.9 • T„ r 6,q (,S-36)( 7.00 )(t 0)0.3) (5141p„r) a,- ,,,,ic, e-,,F-cik,,, J0/04 0 --7. 306 p jf if-riv ci,40 E, cif s--'i c,7-,,,,,, 5qd,,,,5, ,,, , Fe rI 36‘plf ( E3) -r 517 Os -----"11 / ,9 (22,3k).-4; .5qk An31, t A f V' : S hn (5 3720 .1 6rz /4 (.7., k-Z = ,22;pj V ho CI:ts,)(6,1) Ent4- Otin: g,76 ie.-Ts e--0 cL -4,..- C.Q,Jc. -sit k / v Oneinflei 1 c1116r, IOft'PUline) IS 4C.ICAV6A:1 r5eg 12)SA-11 <77-''''z''r=-='' LCAA 'LACfeAcej 17./ ( 4 . LC-1,'/) 71.11 .-i i 'Ib Cntcourti Fa- le,170.1 1 : Allecy reocilon ' /�_11 . . . . ` Company : Mar 7,2018 Designer : 11:11 AM Job Numbe : Checked By Global Display Sections for Member Calcs 5 |K8ax}nternal Sections For Member Calcs 97 Include Shear Deformation Yes Merge Tolerance(in) .12 P-Delta Analysis Tolerance 0.50Y6 Hot Rolled Steel Code A|SC3GO-U5: LRFD (Direct Analysis Met od) ' Cold Formed Steel Code A|S| NAS-01:ASD Wood Code AF8Ff4NOS-Ob: ASD - Wood Temperature < 100F ' Concrete Code ACI 318-05 |K4aoonryCode ACI 530-05:ASD !Aluminum Code AAAOK81-O5: ASD Number of Shear Regions 4 Region Spacing Increment(in) , 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warninqs Yes Member Primary Data Label I Joint J Joint Rutate(d—Onction/Sha,' Type Design List Material Design Ru... ' 1 1 | ml N1 N9 C8x11.5 None Wide Flange A36 Gr.36 | Typical _ Hot Rolled Steel Design Parameters Label Shape Length[.. Lb-outfit] Lb-}n{ ] Lnomo|op...Loompbo1.„ K-out K-in Cm Cb Out n...|nuwmyFun�i' 1 1 K81 |C8x11.5 1147.38 4.2 4.2 | 4.2 4.2 / 'Lateral: Basic Load Cases gLC Description CateQa_ry X Gravity Y Gravity Joint Point Distributed_ (8 None | 1 Load Combinations Description Solve PDelta SRSS BLC Factor BLCFactor BLCFactor RLCFa— B— Fo— B.' Fm— B— Fo- 8— F�~ | 1 EQ(BSE) Yes Y' 1 1 | ' | ' Joint Coordinates and Temperatures Label X[ft] YDfx _ Temp[F] 1 1 N1 0 . 0 0 2 N2 19.79 0 0 3 N3 37.42 0 0 | 4 / N4 54.17 0 0 | 5 | N5 74,67 0 0 1 6 N692.29 0 0 1 7 N7 109]]2 0 0 8 N8 127.54 0 0 | 9 N9 147,33 0 0 | RISA-2D Version 10.0.0 Gectiun.r2d] Page 9 • A-12 Company : Mar 7, 2016 Designer : 11:11 AM Job Number : Checked By: Joint Boundary Conditions Joint Label X[k/inl Y[Win] Rotationpc-ft/raca Footing 1 Ni Reaction Reaction 2 N2 Reaction 3 N3 Reaction 4 N4 Reaction 5 N5 Reaction , - 6 N6 Reaction - 7 N7 , Reaction - 8 N8 Reaction 9 N9 Reaction _, Member Distributed Loads (BLC 1 : EQ (BSE)) Member Label Direction Start Magnitudeik/fLd...End Maanituderk/ftd... Start Location[ft,%j End Locationtft.%1 1 i M1 Y -.34 -.34 0 0 Member Point Loads Member Label Direction MagnitudeR,k-ft] Location[ft,%] I No Data to Print ... Joint Reactions (By Combination) LC Joint Label X[kJ Y jk] MZ rk-ftl - 1 1 Ni 0 2.685 0 L2 1 N2 0 7.433 0 3 1 N3 0 5.203 0 4 1 N4 0 6.577 0 5 1 N5 0 6.616 0 6 1 N6 0 5.906 0 7 1 N7 0 5.645 0 8 1 N8 0 7.329 0 9 1 N9 0 2.7 0 10 1 Totals: 0 —50.092 LI 1 1 COG (ft): X: 73.665 Y: 0 Member Section Deflections (By Combination) LC Member Label Sec x fiM y[in] (n)L/v Ratio 1 1 M1 1 0 0 NC ' 2 2 0 -.002 NC 3 3 0 -.03 NC 4 4 0 .005 NC 5 , 5 0 I 0 NC Member MSC 360-05: LRFD Steel Code Checks LC _Member Shape UC Max Loc[ft] Shear UC Loc[ft] phi*Pncjk] phi*Pnt[kj phi*Mnflifft] Cb Eon 1 1 M1 C8x11.5 I .542 19.951 .105 18.416 77.406 109.188 23.823 1 1 :H1-lb RISA-2D Version 10.0.0 [CAUserslandrew\DesktoplChannel_North-South_Large Section.r2d] Page 10 A-13 Project„., Job No . UTt 1-}AAA Client MWa Location {t, 1� A B I--I 1-1 Des(gned by A 3k, Data 02/t7/2016 Page of STRUCTURAL ENGINEERS Sheet description (VtennneI ,+0 _Cnwrn41tSe4t_ 14 OS 40 rierk: 14, 1,9 V.-7 W3 lips = 2.''s kips 11 I ....:.:moi _ —.,-4...--.. oryfvt, ae C tzi t (26) 1 ! i j j i kQci. 6v _1,1A__ ,9 (to.CPI:�2,6S-k__ i I Yl.4tc (Ai' : i�..0.4 j 'P 1,86k„p i 1 OPS 1 t� I �PGtf f ryhw 'e ph we i i1 `� �• 1A - V: 265k ORr,= C27)(1.6)[ r-707 (c4 ,; C,6(7o1.c;')Y1 11.6 lefts 1kGct -4QvF / .9 (!t5.6 k)_ ;2-65”k \/ . Y4p4� 'ilnfo.. i'i(Pep ,rt#, ' k 70.7 Y=2.65" k 1 24`= Zig Co I i Z„ 33.10,E = Z.`-[3340i s (1 67(2,6) C ' 1,6 _ 10,7 k;ns i cit(a.7tf. .a 265-L .4 i A-14 J Project ob No.DvittlAti\ Client 44 w•A Location 113 A B I-1 -71- Designed by A314, Date03/cot izo Page of STRUCTURAL ENGINEERS Sheet description -1wr 2 An,-„ Lis, .,f.„ Fe -C16 Lei %Wr, 112V4niet5 ke, 1, (4Vtr=o 1,40 1,0 in ' 5•), .5.?6 Wk 1.3 SeLho..1 We-- 4 6f9 rif - _ Elf3111 0:,q Cs-34) Lie)(i.Oa?)(Ll'iq 1.010 175 „,Pc • vAll J064. , zo3 // V — WA1: _ Olen ', 27.3 tcps (See FrINI . 1 k atL.. Qv, / • 1 An36 IL,0 AF (z A) z r•- 241p / ci .L:1 1.,ort!„.\(.k,) koct Vm C kac, kr T. • (17,LI 11) -LE/3 k • 61-• cro55 f:iy 1,sf kicteirc te rtil" . A-15 ProjectA Job No. Project ..._ A AA I Client dh`t p Location 11315- 'E---- 3 15 1\ B I-I T Designed by A Sk Date C73 0,1 /ZOIC Page of F1 t ! STRUCTURAL ENGINEERS Sheet description . Tie` 2. 0.,411,5 is Wil cot,,lnorc r t CGA+. , f-v., Fr: 0.4 Sys Imo.ki,% 1,/p Fvnnrn y� W0115 I !K,` Lo 4-(2g,,17100 ` ),z2 _ Sec vn S)r = 0.534 IA/p,:.-191 ! if ill -±1111 c �, Fpm a,il (O.536)0.20(1-0(1.3`)(L(1c1 Pin P-19 pJc W4! h6L M...... fp=1149 riF (5-'1,$) ((6)-1 (140 __ = 173 ,P/s . —inill < Sorsa=22,3 1rtps ("l3> ,,,,, 1t Oct., Gts,F ,gt29.-76 ,t7 k Unec.i er,&nocl tri q,.ivc,k c,}f±S ! (t;{y,.1 r P= 173 „1s sj — er /14 . 173 As (.9 wn)(3cn.) — ,3c1 t:.-in or. LP" 4 C .3°1 It t�69) •1 Ti c.-71 z" ,�.b L3b1 tr,-1,,� web= ,7SZ in V . L71le_ VzX173I Ai" , 14(0-b 1S d k / (3)Kr):: 1.0[0,6 6,37.3 inZ)(77 51 LZ,0 t0.5 1445 k Qc1._ Out. 9 {,1'7.3 k>'` t 0.T 1,,11,s - I , A-16 Job No, Project Mutt 14 41v), , Client 4 WA Location 113k5 A B Hi T Designed byyak Date o31 /Zo tb Page of STRUCTURAL ENGINEERS Sheet description i f I Ttef 24(.1,4s-is i ' I 1411 elect-0,161 cue Ce I { f pFAN/ , 4n le vinn J t ; �. i.__.Wells do L echo {7ucl ISrtl,rw(, gnc�1P �i tC� o�7 t )),',Key j j I I f i I I I i k i I {_ i I 3 i I 3 1 3I I i 1 i E i 1 1( , I 1 1 { I J } 1 1 . 1 i 1 1 i j C I i ( E 1 r 1 I_ .. - I i I _ i f i { !P - i 1 1 A-17 Project Q VR P Qfil Job Na. p Client d4 iSyA Location 1 1 Z ` a+ to Page of 5- ./:\ B El T DesignecbyA 'F- I °� 03/04 STRUCTURAL ENGINEERS 1 Sheet description fi ; w+ �Ril �tOc.9^.ofg a�� faA , tJ`S� e. 0.4 $S—S, 14 ,kt~' ,\4 Vven,nr, - WM5,A kms- 1.0 t (35:64.0) 1.34, say, , s,6= G.S3C We=511rJF re. O. (..5300, 00,6)(i:3-)(SK pk) ZO2 ?fir ^ � i I geovre5 . :Li c-tecks c ( �^v'l, e Att-f k.. WA 1151 --4 Fp Fps[ZD1g !)c (S'-iLT) F+ (14-)1 (1/2.g) t--. f V 1 i .--Fi> k Oa. � Qve .7(71..1,3 A .- ,2q! k I ✓✓✓✓ An, = Zi-t1 As (q•ch;) r!-o•,n = :14,,n _ tot /i-il ,i . it-.) Li(LW k',.)) '-': ,ILI/ 'ir) ,ft,•,, ,iez 3 it;0/0,0(36 k.r)aA 1304 : 1t- o_7 970 r 4,U t t,0 C.3234i')(2.-7 k<)'')] - t'3.1 lippc it.Ocx , (4.,,A! i UP,A.5 5 6t_. In Cf 05S F:a*t,n Lendln!,-j i ( �1 `� 1F I„ w i )4L ,cs FOR OFFICE USE ONLY–SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 111 Transmittal Letter T l G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www ard-or.gov TO: a./A/ DA RECEIVED: DEPT: BUILDING DIVISION 0;J RECEIVEP ,,,, , FROM: tY1MA N 5-(e 15, CITY OF rIGARD COMPANY: /4/4/,) �H ' cr1iT c74--j BUILDING DIV SIO ' PHONE: 56,3; 9 73 , 575) By: RE: IOLO 5 S 6 fee.u P 2 at _, 0o0 . .--7Site Address) (Permit Number) C‘1\/„*) — 1:Arg AA , Cif 5 4 ' -.5-t-►o OI L- (Project name or subdivision na -and lot number) ' ATTACHED ARE THE FOLLO 'ING ITEMS: Copies: Description: Copies: Description: Additional set(s) of 'tans. 3 Revisions: Cross section(s) d details. Wall bracing and/or lateral analysis. Floor/roof fra g. Basement and retaining walls. Beam calcul. ' ons. 2.. Engineer's calculations. Other(expl in): REMARKS: VO uN-(pR.`d 56-15e-vtc cr Al r OF 514o? RiZlit y or 04-M 150L.,91 l.,9i FOR FF' E USE ONLY Routed is 'ermit ec Date: & ( 7 �7 Initial-.11i. <' Fees D e: ❑ Y s No Fee Descript on: Amount'0 ue: $$ ...,.....6r— Special Instructions: Reprint Permit (per PE): Yes L.4 , o ❑ Do Applicant Notified: Date: �(/t.7 „�- ,.', $- , ( ' . Initi ls: k....)1, I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012