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Specifications k3k PaZ4/3 od� � 7050 sw ✓,,cv-cl �c • • • • .RECEIVED . . . . . . . . . . • • • • •• •. :. • • S.. •• • •• • • • • . • •JUN 7 • • • • • ' 2 2013 ... . .CITYOFTIGARD •• • •• • • • '• BALDING DIVISION HORN CONSULTING kN:GI,�FEE.ItS• LLC Structural Calculations: '•' • '•' •• •• •Project: SD-13-01 • • ••• ••• •• • • Date: //31/3 ' •'• ' • Project: Three New Office Buildings: 7086 SW Beveland Street Tigard, OR 97223 Subject Sheet Lateral Loads L1 —L8 • Footings FTG 1 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. 319': cc OREGON 111 HC 12 1 DJ. 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 • Ppnar• 504 R97 c7519 • Fuan• Haut GT l.lnn.,rn .. • •• •• •• • • • • •• L 1 • • • • • • •• •• •• •• •• •• •• •• • HORN CONSULTING EN-•I•N � R5;4, LC • . . • . •• - • • • • . S • . • • • • ... . . . ••• • 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. C _ MRS / Direction AZones�� +" 011101P �� t?° �/ M4VFRS Direction 2a End Zones Note:End zone may occur et any corner of the fig• a=.10*36'=3.6' or for 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'= 166.7ptf > 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.• PORTLAND,O R • 97219 PHONE: 503.892.5782 • EMAIL: DAVE®HORNCE.COM N • . . • • • • ••••• 51. IZ . ) Sit iaci .... . • . • • • •••• .... • =---:-_:-L--.,1� �_ i, 'l� - % 1�"� ====__�el i ==-_ .....w.,I!onm111 piinm ui - NlnnnuIIII' nnrIui � ili�i, illi;_. /�_ - - - i a VM _=____ • • • M N.4 P.***4• • • St. ss s. • =� :moi•9:ZZ1 `• ) ----1 M •••• • • •... • • •• •• •• •• ••• ••• _teri aiii�zara�� • • L._-=__-_____:. C HORN SD-I -.moi'• :'• : •• SHEEP 1.4 CONSULTING ••: -• •' ' • • ENGINEERS LLC SUBJECT L t L„4�• •?Lh , �♦ 3• BY . 9€1" o-13 �Oti • • •a•. • • •.• •• • • ''' Confermirious 48 States •�' 2003 NEH..R[� Spisruic Desin Provisions Z SDs = o-'3 ... Zip Cotle • o=��. _ Spectrdi d�isaAiccele. V= W - o•o w P r`dtions SDs and SDI 67s t•�c� SDs =2/3 x SMs and SD1 =2/3 x SM1 Site Class D N`-_1.o�ti�S -- S Period - Centroid Sa RooFt .•oisE35.] 49 3to.2K (sec) (9) 0.2 0.706 (SDs) w/ru. s(otZ I SJc 1.0 0.390 l atY23/t`/ li9%"9.3 (SDI). • (a2 NILES]/1qb') 1'344. Period Maximum Sa (sec) (9) u eNR •o3S 14t Z %= 0.2 0.720 1 C ]/t� 7 -21.7 — .a3s(go)=ZS:Gk. 1.0 (SDs) .�--- 0.394 (SDI) •Teri IL. 4O.sK o}9)= 7.2K - - E-w Le h'r�g Period Minimum Sa (sec) (g) / 0.2 . 0.688 (SDs) s.,, goo�� �, u (6,5%2.S k tieNeva 3 (oss.[i LkiIt`k13`0)=ss.ix--o3s67.4):= `/9.SK Tdt#t_.% 1/3k(orfq) • • • 1302 SW BERTHA BLVD. •PORTLAND,OR•97219 PHONE: 503.892.5782 •EMAIL: DAVE-HCB@QWESTOFFICE.NET C' HORN PROJECT SA"�3idr •• •• • y�H1;E1i i GS' • — CONSULTING • • . • • • • ••• • • •• • • • ENGINEERS LLC SUBJECT • • • d DATE :_�?��0-�3 ,"goof 1��APH ..• • ..• Bi• ) tL4 3 , • . • . • .• • • • • . • . • N'S► 1)1Re tlar �':-tJ:wfr►ts-S NIOTe 7301'c' K z 7-2 /2.= 3.6o k.•-2.42S / '•• -•. . �� 18 'T7� wAuL-S: VF= 7 2./2 a 14.14 4. 21. ') WI, • Ater : . iS•>IS= t2.2 k` M R a .°'S(31)74.x tS•sy > S(.u 1: I2.2S.__ a /.o/r .01s(33)%AN) xs.s = y,3 l l(s-s) /: 2.1 k Xv.4. k' E-w. b i REc-noN/N-4 S ' J-L.S VzS•1k 4•I.1c/2 = '1 s*z : !o•S' y33'x/, 4)1e•Al Vw- C 12 (3`I•5)=c(2k r las' > 6,VI NDtTH .£'AL.S SnAsE II1 scam wAi..e. S RooP •0iSw)13.4a X. = o.T.k. T-tcm:f -11 �l•2 z 3's II tam. -ota, s)(s•s' Y _. 1.).k' .s x 3.S _ /.?5 ic.4 1-41?F 2 N 3•ik' xca.b,l.dk` • • 1302 SW BERTHA BLVD. •PORTLAND,OR• 97219 PHONE: 503.892.5782 • EMAIL: DAVE-HCH@QWESTOFFICE.NET 1 • • • • •• C HORN . t..• �-• : • • •Sb-t3:01 •• • • . $ - • LL PROJECT CONSULTING ••• • -• • ENGINEERS LLC SUBJECT L s.ap • 1 #Z'. 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I w* :gaol=1. o tS s 6 36.2 K ' .- (sec) (9) � 0.2 ,7 0 06 (SDs) • • 1.0 0.3 D •w tamps(o12.11s]s($J/'lq t34) ./7 80 (SDI)‘ '' i i Period Maximum Sa : _ sec I' 0.2 0.720 I : 1usi4iick. ..e. • + (SDs) 1 l: 1.0 0.384 (SD1) t i s m:- 92- g& '7,3k +� _ ; . Sa . Period n Mm ! O (9)Minimum I 0.2. 0.688 (SDs) +.,•41.% a 605. 2. I _ 1 opisolio Itifikfaq 3 (ito%S 4`DJ L*lf 1s%):ss4k-. Plv tri)::%q S•K • .- , . 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