Loading...
Specifications 41(61013 - 71(o sw JUN 2 6 2013 NCITY OF TIGARD E 9I!ILfING DIVISION HORN CONSULTING ENGINEERS LLC Structural Calculations: Project: SD-13-01 Date: 1/ 3113 Project: Three New Office Buildings: 7086 SW Beveland Street Tigard, OR 97223 Subject Sheet#'s Lateral Loads L1 — L8 Footings FTG1 Drifted Snow Fl Framing F2—F4 Canopy Framing F5 Design Summary: Scope of work involves the Design of three new one story wood framed office buildings. The roof construction will be open web trusses that will bear on wood stud walls. The floor will be a concrete slab-on-grade with continuous reinforced concrete footing /stem walls. SI . ss% 319 ' OREGON • D j. k Expires: 6-30-13 • The following calculations are for lateral wind and seismic engineering and gravity loading of the beams and columns. The design is based on information provided by - the client who is solely responsible for its accuracy. The engineering represents the finished product Discrepancies from information provided by the client invalidate this design. Horn Consulting Engineers shall have no liability(expressed,or implied),with respect to the means and methods of construction workmanship or the actual materials used in construction. Horn Consulting Engineers shall have no obligation of liability,whether arising in contract(including warranty),Tort(including active,passive,or imputed negligence) or otherwise,for loss or use,revenue or profit,or for any other incidental or consequential damage. 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 PwnNp. coq R02 S7R9 • F,(l ft• n,vcnu..e.,r,- ..... i . LI HC E HORN CONSULTING ENGINEERS LLC New House: Code Basis of Design: 2010 O.S.S.C. - Wind Loading: Per ASCE 7 Fig 6-2 See attached elevations for wind loading breakdown per level. 95mph 3-sec gust Exp B. The mean roof height of the house h = 18'approximately. - --4'°* 1101 ``-...s.,., ..,-.°`'‘. 'Ill"' ilil MFRS Direction - �� End Zones �� I. -v?la,.---16.. WOO" ,,4. if_ MwFRs Direction 2a End Zones Note:End zone may occur at any corner of the burg. a=.10*36'=3.6' orfor h=18' a =.4(h)=.4(18')=7.2' a must be larger than .04(36')= 1.4'or 3' a=3.6' controls Therefore: 2a=7.5' see Fig 6-2 ASCE 7, and Figure above. Seismic in North to South: Wr=6k/36'= 166.70 > 133.5plf therefore, seismic governs. - Seismic in East to West: Wr=7.5k/69'= 109plf < 122.1 plf therefore,wind governs. 1302 SW BERTHA BLVD. • P ORTLAND,O R • 97219 PHONE: 503.892.5782 • EMAIL: DAVE®HORNCE.COM ,♦ N sk i . cat 1, s't.�1 z•' J 1 i ��� 'rem; bol t =_ ___-•- ____- __- ____:1..%.I_==__I.1...i====11...1====1110..1_=_- _A ____ %�!--=-==� A1===_-- _VII/ _===-s �, rinmII .4aIuniu nnmi wmmennnuunc� inm�,i i a VM /f!S•L4.1 uimniiuimmnny.,_nninmuu: unmrnie�imn iimi%;niniumunn!join-111 imisaiuuiuimi • • • s6 . ) .0 -4 © - ,4 h/ : V "•1 `T i spy, An-L 2 ipe3 IIt/W S4 4 371V n M N St. ss s•t. ym I•zz1 t• Li1___� ° ten kW ‘1____I M == =-==--•_7777 7777-_-_,-. •--_=--_- - - -- - -- j-7---7--:-.-=-7---7--7--- ---"-- 7 777-IN:--�I ---...J--�--- 1111 13 ========■11•��■====-7-7.-7;71_- � •i iii _ ..►��..1 ►� :;=-7--1"-: ■•■ ■I - ■I -===-...---,.-77_=_-=___ KM II ----7777-- _ _=_=7777= __777•�-----• -=_=_ ,-��-�i=====�i�•-�---�� i ---7777--• - -- _----- ====== ---7777-- ___ --- �� T., swig , ■11^x% % I /i■ .-_--....7====-7-1:- ; � � _ 7777___.. 7777- _ � --7-::777- - / �=_==-===> � ----1.�►� I /i4Ij■.i �/ r�■ 777___ /,L. -====_= .� ________ =_== 1 r;■1unuwutmu;t isnom��uumwm;uwlii�i nniiutunim111, mii. '_J-=__=� �LI. _ J\111 _. �►�1'�i_ VA . 1■ 77= --- - _ 1 1111,=�Itllt111III , II IIII��IIIAIIIIIIIII —IIIINI 111 IIII ;E:-2-1=;:_-.1-7;111-777 �. pzir j._,-1---L---_--===-���/.iaor►1��:-:-..--:--_:-=-=-1--.7-7-:__i I� T% _- -= ='F,T . , ----_ i, ,I i_ _ - - --- 77 - � 1 � i i.1--= � �, _ - - I _-- ------,.�l��llA,'-----------=1==l_ �%X17 Mil__ % j�l -- I•�VAIs =_: __[� _---_ �17777 .____����-777.7- _- _ .7777__7777_ 7777-- � 1 ------7777`. _ 7777_ ------ --�-�-�--e=�.===— 7777-===imi.tiii'����i,�_-_-._.=__1.0.:__-_-_:,�i�; �i =u �� fr I _�_ XiVa IA iet?1%2,07 .WA __ _ 77777 I •7777- ___7777-7777 `1�JJfIlAY_IL�_1IliI y--_- 7777 - - �'�� - 7,_-_-_ _-.-_;!\�X�J'���M�iiZ'�0ys����6 »>`Y�7�7Y���`��.Ct 4.0M�V YO;e�0_ Illllli.11'�IIIIIIIIIIII!71!i1:111111 _ 77 ___ _-_ 77777777_ ____-__-_-_-__----_--__- � IIII.IIIIIIIIIIIIIIIh1III1tIII11lIllllilttl111lIIIIlII1111Ii11111I111I111I111III IIIIIIIIIIIIIGIIIIIIII1lIIl ii IIIIIIIII t11111II111I11!1It11111tt1111111!1111 11111I�111111IIIII A11I ..°IV.14/14 St4P .0%Q ..cs p'7 A?r-S 2 axe yds SL 4. 4,S " HORN PROJECT SD-I3-o1HC — CONSULTING SHEET E ENGINEERS LLC SUBJECT L t L„GAS, aL a DATE Z-?to-r3 �i �f 3 BY .)v4 Conterminous 48 States 2003 NEHRP Seismic Design Provisions sbs = o-'3Z _Cp•s Zip Code= 97223 V o:}2 Spectral Response Accelerations SDs and SD1 ' W = o•o w 6s 4t� SDs =2/3 x SMs and SD1 =2/3 x SM1 Site Class D Period Centroid Sa c--)* R6oFt :•oiSt35j G4 7434.4.. K (sec) (g) 0.2 0.706 (SDs) t(oi2 « 1.0 0.390 (SD1) w l J lA=]/-, �,7_/9.3k �.a2ji$�]s�j�]ltyxb)' 1:�k Period Maximum Sa (sec) (9) U6N�cR (o S�l4��:��,�lc1 1 '-"=r-°'' 7a ci /,1% 0.2 0.720 (SDs) .i----- d3S 7 =25ac1L 1.0 0.394 (SD1) Period Minimum Sa -w L-o rum (sec) (g) or-/s-mo 4-414% t 6s.2 k 0.2 0.688 (SDs) IIENLva I (03S.CIbrtkl/t`x13`4=SS-4k-.o3s•67-4):= i/'1•SK - -Tdd#tt_"A 115k(o' 4) .iii ' • • • 1302 SW BERTHA BLVD. •PORTLAND,OR•97219 PHONE: 503.892.5782 • EMAIL: DAVE-HCE@QWESTOFFICE.NET HORN PROJECT SHEET L J� }{C SD-/3-ot CONSULTING DATE 2-'26-13 E ENGINEERS LLC SUBJECT L I4 F Q4L L-akb 74:)4 #) + 3 BY bi st p H ' 64 1. . 13 4 113 SMII�c�►R IQ-S. /)I WellavZE _wAL Mort 7 tolC' -r= _ 0.2K s•s No Real% a 7.2 /2.= 3-6k*- .(, '2 zS = lel$ �� 77?E` 'A' wAuL-S. VF= 71...l2 =3•(c)14,: ?y 92 a/. —win 9' wAa.cs 6161- s .I (Ss)IS= 12•2 k`. T": 11•2 -le•&, MR z .ots(3s)/2.x(s•SY et. /.0,1c •ots1n)h(3) x s•5 y3 , Ha a w tT was /t.Ok')(o.d z(o•tI,k' E-c+.) bt REc't1oi4 f N kJ+V-1 S Vzq•Ik '? I k/2 = S/S5'K � /os : V33#/I T94?E C� wkks &J I4 11w ;Crnh(sy4.)=c(2k: ,ac' _go( NoeM WALLS S#ln'tE Al toot,?, IA+.4thg > MDT z (. i)('3• 11 t(0.-+K' g' RooF •oisw)13.4a 0.3".k' T= t6 4.1 LOAM... •oIz(.5)(W y:_ t•1.k' 3•s mss. .s x 3•s /•'�s k. 3T'1?t 2 H �b�'•� k� • • 1302 SW BERTHA BLVD. • PORTLAND,OR• 97219 PHONE: 503.892.5782 • EMAIL: DAVE-HCE@QWESTOFFICE.NET V Hc HORN PROJECT Sb-I3-o1 SiUSET Z.(. • CONSULTING DATE Zw��"�3 • E ENGINEERS LLC SUBJECT I41 L 1.441:/s.� zc #Z BY J> C1 r : !. z i • 1 T�"- . i E �J L "6tlAt r T ; �'' fo . -:O o • 5.5 euA�1.S �3 K ; No 1 ?e®•:h to � ' y0,*1•.N. ...__,. : T'►� A :wAu�S1 1 i Ii 1 f , •. . i VS". "�.3•f 2 3.Ls$1C,.L ys•2.f•} $f. Nor • j . •.--". ..•-, 1 ' ,. . .. ; { rwcr I • •- ,_ r''la. ••e,s \ .xlt�s'�'j -•: i i. Ti.t2•..! _.� %:f.'1 , I art _ l 1�f3i IC:C 51 '3 i • I . F as.( �1 .1�j` �i ., ; . .. .,. : • . , Cp; .; . : : : oR�ti� cs�ru.� 1 ,2, *�: E - , , 77-J-7--� I. ._ 140ic,44,' -•-• ;•-•; -- -, ---- : I : . " , -; 1 ' : i. ' i' i 1 ! . : ' ' : " -i -------� S p1R ' 6J ? i • • . 34/. 1!:11C.... ; ; i . f • • • i 1 . 4 ', A' • 18,4-14* U.,,. E-1.2).4. ($45 4/•2ik s`/°o •'73 - 1 . I I . I � I . 1 � 'EAST- hr .S+>MB ,t... BEST 'eft.... i . : S i 1 ,fw: s TS 1)1 - '1. . -- 1 i , 1 1 { . .. ; yl.+ tc x : - z2”}k • r } . ...... ....i ._._ . 1 I. . . ! . . . f 1 - I • . , . • 1302 SW BERTHA BLVD. •PORTLANDt OR• 97219 PHONE $03 892 5782 •EMAIL DAVE HCB QWESTOPFICE.NET HORN PRoJcr SD-r�! I SHEET L CONSULTING DATE 2-- c.c-s E ENGINEERS LLC SUBJECT .... it+t TgoA Z BY • !04 i . ' Conte t Stabs �$ a 2003 IVEHRP Seismic Design Provisions •` • i Ds �•� Cade=97223 _... - -.. ;_ ; _ ' erect t Response �,.:1 W + f a Accelerations SDs and S 1 • C,:S �:cty : • s=12/3 x SMs and SD1 =2!3 x SM1 . - • i • S Cuss D S I' - f w* : RabF 1 •o iS.tx (tif 36.Z K f: I . .: (SeC) (CO i 0.2 0.706 (SDs) _ I 11 ., . s . : : ,. - : : i- 1.0 0.390 (SD1). • 1 44*14.'wasps•o3 /s C'i�f f Nil!./*.3* ;' i. '' I! y Period Maximum Sa 0.2 0.720 (SDs) . -�• v:sr took 64t. ititt4 1144 = S.1-• S*C13s(t/A-*':Z b•0--tic. • ,. • • ; _ : ' z 1.0 0.394 (SD1) 7.1=6.711,11:-=- 92 Too ,7 - ! II t Period Minimum S a . 4018 s. • ii . � (sec) ! . 0.2 0.688 (SDs) 1jSrr� ist'S a laT•Z. ... ! 1 . ll'ifi414% 3 (.6%45'"CKI/Vilfr*%%)tr554,1/ 7-413501-`4!t:I/tS•K • • a`t *Iis/4(01 i) +4./ - . . • I 1302 SW BBRTHA BLVD. •PORTLAND,;OR•97219 PHONB 503 892 5782• EMAIL:DAVE-NCB1QWBSTOFFICB.NBT ..... ......: ..:. ' ..: •t tip Yi' • }JC HORN PROJECT c p -/3--) SHEET L QS • — CONSULTING l DATE 2.3-JV S3 • -JV E ENGINEERS LLC SUBJECTt 1 ,S BY P5A 1 /51.1t47//t46 - II 7, t I 9.111/44, 4 4 41 . iK '4 .2 z. 1S-1Tqp 4. 4 `$ -1_9 tTT • k iz3o /1p4.SS 35 , /,,, ivt • 1302 SW BERTHA BLVD. •.PORTLAND,OR.,972I9 .. . . - PHONE: 503.892.5782 • EMAIL: DAVE-HCE@QWESTOFFICE:NET • C H O R N PROJECT S EP*alP SHEET 111%4. j- CONSULTING DATE ?► /''.' -IT Li ENGINEERS LLC SUBJECT f r' '3 BY *I' • TY? flys kAsi. 2•1/1 = 1.3 9 �` _ . 1g 41 S. • r 6 6 a IDk 2.c.' 117 • • s t. 121): /i _ = wt.oE x fir_ 7.5 << .is • • • • • -% ' �r LA, iP+" eAN.ty : S1►Y '� +fir 1..41.1.! i s 2.r (4)4. 1.3t< 1t;'3k • 11.3"1 - 1,9iz ?If tscaoff • • • • 1302 SW BERTHA BLVD. •PORTLAND, OR•97219 PHONE: 503.892.5782 • EMAIL: DAVE-HCE@QWESTOFPICH.NET C HORN PROJECT SD_ I SHEET F CONSULTING DATE Z• I1+ ENGINEERS LLC SUBJECT' �.s.f FpAm ,o�+ 13 E BY psH SiVo w 4e' b gi ' .4 Ac► 4* e ? At;'� vab ► fit. .. S P r= 17.26 L +4 Mqx I.0 x lT.zc - 26 rif vY z g•CI.s = 11.1 - o Y �� 3d J WOCT WALL! yfF Dc•ftd SCUP Jh. Aai4"1' 4► To 2-C 9c e AAr par tiw Lig tSdasoTH 4 Mol►T41 wAiLS 1 6101 = ?,.1,x I?.-zc Psi- lrd►1•.t SAY 4 o fsf o 40151 • 1302 SW BERTHA BLVD. •PORTLAND,OR•97219 PHONE: 503.$92.5782 •EMAIL: DAVE-HCE@QWESTOFFICE.NET FIC HORN PROJECT co- ft.. ) SHEET f Z ECONSULTING DATE Z-11.13 ENGINEERS LLC SUBJECT fFM"#M.i BY PTA • f31AM fr, L 35- .o461 1,' I. a it 1.0 7.0 x.38 3 - 1.9t. 1,65' r'1 X1\4 4 3 i1•S' SFaa'v `?1 - Q 1t 2 of ,�, 3 cr • Aar LvLx Z (.6E DEL 3Z`' ft ,-Boil* cesm uevg. diorA rae .zof SOrGf [• tvie Cosi L , . we. 12c + 1S' t so] -jz l23�`11 �+ - • • Ss (ti •44 im A A 1.23 (.4 ifr. 3 )i:ta'b • z 1 kt r l.23 S•5 Z DF Z .----- oR. 1- 2A4 1302 SW BERTHA BLVD. •PORTLAND,OR• 97219 PHONE: 503.892.5782`EMAIL: DAVE-ACE@QWBSTOFFICE.NET • C HORN PROJECT SD+t 3 .' SHEET F3 - —` CONSULTING DATE Z••• 6'•I3 li ENGINEERS LLC SUBJECT rw o...AAA By bs treat 1-160-r elS tiaycwiiv OPA41 8)1141c 1.*4 4 w- 35".x7r 1/ I 4 x3112. g. J .c.11°“%4 d a 4/745 • • 1302 SW BERTHA BLVD. •PORTLAND,OR • 97219 PHONE: 503.892.5782 •EMAIL: DAVE-HCEQO QWESTOFFICE.NET H ORN PROJECT SO" 3' SHEET 7 4'CONSULTING DATE 2 '• HC E ENGINEERS LLC SUBJECT !�J 1P VAirq BY oro artier 4h- w �. .04(+� s e.���'1I i4°'/, /to J1.o W • ;- C,r) azo Ofp ..4 cgicAlf, 144> 1, X 1 o �3�c)%2 t t�e6) = 31b c Z3• 6' , + .3tom, {t J,. .i (;c7g 2c,,k W 16-j fa 3Z" QLD-L JslS `t O a .S• t-- • 1302 SW BERTHA BLVA. •PORTLAND, OR• 97219 PHONE: 503.892.5782 • EMAIL: DAVE-HCE@QWESTOFFICE.NET C HORN PROJECT sem- - 4..--1 ECONSULTING .�•����``'''� DATE 2.-T .. I ENGINEERS LLC SUBJECT �►A' 9 T�• ,4e1 a By ttkiti ‘A/t'aPV IcysTi. Ric —. Slime 4:15' k IV nil HWS-IU Z. c A 4---- eND 611% , = /L.1,4 wr; +Ia] 5c Z . o.aa`I• 1 III fs COM (9..')2 0. °.SZ . c c�.��(1s . 1.7.1 AWS 3x3.01- a ►A \ 8 Cl'+-� a 50. •3 1.2 q O rb s • S Z 4 dao rilh BFB- p a at(rt sgs 1 ,3 spi ,. e iI..6 r 10 (T J i!�- ~ - 1 r' 0 1,&3k. All n ' r 4:: 4 i'l 5)5 S8 l`' it— got iI ril • sal !1I ril :r ii! s AG 4,3(4. 4•c Uri ar II, sr/ f,4, _; Ss .7 x/ IFj :r N Ei II A ?I IFI ilk i? - F ,,l r• _ _I I-i - -II• 1302 SW BERTHA BLVD. •PORTLAND,OR•97219 PHONE: 503.892.5782 •EMAIL: DAVE-HCE®Q WESTOFFICE.NET