Loading...
Report TARZ l3-G0 t 5 ? —10SO aw RECEIVED JUN 2 7 20'3 CITYOFTIGARD HE- BUILDINGDNISION HORN CONSULTING ENGINEERS LLC Structural Calculations: Project: SD-13-01 Date: A./5 /3 Project: Three New Office Buildings: 7086 SW Beveland Street Tigard, OR 97223 Subject Sheet#'s Lateral Loads L1 — L8 Footings FTG1 Drifted Snow F1 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. s-(0P.•FF cc 319 OREGON Oq� 12, ���� 1D J NO'l 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. Hom 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 PNANF• CAI R07 ;7as • Fu2.11- navor;,luno.,rz r".• LI H 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. F C MFRS 40 End Zones Direction ` `� iersa- 4.0 �-' 1,■ NN ;RS Direction 2a End Zones Note: End zone may occur at any corner of the building. 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' = 166.7pIf > 133.5plf therefore, seismic governs. Seismic in East to West: Wr= 7.5k/69' = 109pif < 122.1 plf therefore, wind governs. 1302 SW BERTHA BLVD. • P ORTLAND,O R • 97219 PHONE: 503.892.5782 • EMAIL: DAVE @HORNCE.COM e-SCE 7 95 M18 EdcP 3 3-Scc 4'z+s i— © �- 0 C 9.S. mimirnmun uuwnuonummi�!uuunmumsunnum_ra .muunuuun�numi 3 s.S��� ____ - iui_iioimm��.1 Ili I Z . m_Uuu_m_7,'M1_41.;i,��wuul:i -=====-1 ,:.-7.====.:n r 4 Et====s-E.p -=.-Z--7-7-2.1 ] :,-:-.7.-FT:E.. =--z--Ilf •,_—_--_,L tc: 5 21 /-S N M NI s t .ss s. yo I''271 t-IN 1 1 .L I .: __-====■11■■■■_=__====_i■►■■■1_=__== :I■■■►■�___: -._..--INTO PIN-114.-ir 2-157.---t-1-1-1--7-}2 rr- --,r - T..-=.=!_--7.---1----a--=-ElIolor -- , 11■a■ ■■:A I' l/—_- 171 /�■■■1L_. • p ; %� ■iunnununs��►∎miim-m uliifi � niiMubmi ■ liM • -= _____=- _-_-_ HC HORN PROJECT Sb -r- -O I CONSULTING SHEET E ENGINEERS LLC SUBJECT L # DATE ?-2 -� /r���s 3c 44�i 3 BY ,394 5 Conterminous 48 States S 0-12- 2003 NEHRP Seismic Design Provisions AS - - (0.S Zip Code = 97223 (-5:1;2' Spectral Response Accelerations SDs and SD1 W C•sIt-4) ' o SDs = 2/3 x SMs and SD1 = 2/3xSM1 Site Class D N-S Period Centroid Sa tJ,s Root 1 .o iS E35j K (sec) (9) 0.2 0.706 (SDs) wRU. woat>:(os2E/ ]lihjA_I 1n%17,3k 1.0 0.390 (SD1) 6°12[16111W lq)(b�% q-�k Period Maximum Sa (sec) (g) U6N � (035t14��ZE�x3�ly� ;=2`�'.`(- .d3S�g°�'25.Co1� 0.2 0.720 (SDs) i---- \ 1.0 0.394 (SD1) • 'ro L= QO.t.k(o1-q�= 7.2k Period Minimum Sa E-tJ Lar as (sec) (g) —_. 0.2 0.688 (SDs) / l-ooi=/S-nifl wRct S (oS.2.k Alit*31.) =SS-4k—•035674) = t/tSK `TcrtokL.= 1/3 k(o }) t iirtG • • • • 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVE-HCE @QWESTOFFICE.NET HC HORN PROJECT SD-l3-o► CONSULTING SHEET GS' E ENGINEERS L L C SUBJECT LPL LdPitn3 B ,a) + b 3 BYTE 2-?!o • oF__ Di AP H 131-ati 44 1 13LINci R3 Salm,* ' 10-S-S tatctiaa &-ra WALLS Me T z .tort 1T`1 NO H 1ZEti'D F eft- cz% �F � wp►�S VE.' 1.z./3 *3.61c; �1' _ 92 P4/1 . 7/PE �9 wq�cS .ryg(s.ciS t 12.2 c' !'1R _ .o/s(zs)>4 ,c(s.sy /r u eta T:: 11,2 s•� �•oK .ots4s)ILM xs.5 = *3 .aZ(tS�($•�)i �s Z.} / HD wTrtT Amu.% 11.ok' 4,.to E-w b i REenot4,Iv wAt-L.S Vzq-11c V = ' •1 k/% = SYSSK 4 lo.S e/3' #/ T9 t?E C' r rktAs 1.)11.4.h C f nh(34.s.%'(2k !as• Na�Ri 1,0M(-c1 S+9/1 E A•1 s x4Th &,mss > MD _ (.4137)(3-S)t 1 t l!c-'$k' elg'l Rapp .0/456�f3.4a)( = 0.37.k' T= lte. -1•`j �2 k. 3.5 WALL •0116.5)6-TY yz I.! k' ao . .S x 3.s !•'�s�c -r-Pe '2' 1-41 . 3•7-k' it- emtou1•`) !c' 1302 SW BERTHA BLVD. •PORTLAND,OR• 97219 PHONE: 503.892.5782 • EMAIL: DAVE-HCE @QWESTOFFICE.NET ' HORN PROJECT • C CONSULTING SA-r3--QI SHEET L` E ENGINEERS LLC SUBJECT DATE 2-�fo-r3 AT6QAL �o4-nS gym s!2- BY J?c, 1•• . i .. i ' . it r►,; •C (0gi4)GSJ164. .. '1 i .44 I tA Sj' No h ?� ` iSouTH wl�L. i '3I i . -_ • � w� . -I s=1.3 `rs?:Kk 'is•2-si $E.•' i . t . . , w�►.a - . 1 - I �s/•.1t.= -,z.s . +-- r . _ , c._, � . .! : .alp lt -s1 Y•. ... 1. # 1 . . _ l / -g p &-4. , ! : -' ; • 4.-- ,; ; . .. .:. ,• - f t i IA/1 `' 3_1 - 41r 5 _j /8 i Zs3..0 , - � . , . r'E57—:� % s ma wEsT c,. s i f .. i . . . : 1 i i is ...j Reap `046.7;0; +•4 k": • .- -• 'Z. -:,..1•7-,,; lc : _.2-- - t � • f 1 . . t . .. • I . • ..S 1 : - , i 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 • PHONE 503 892 5782 • EMAIL: DAVE HCE®QWESTOFFICE.NET . .. .,.X': _. ...nL.tL •.a.7�'. .:;.`f'A.RaL rcf:-r:a1 r Y 3 S t a i . v .. • - . CHORN PROJECT 3 SHEET L�- S�-t -mss t CONSULTING DATE ? x -? _I3 E ENGINEERS LLC SUBJECT Lm-re. L-e-orDs gc.Zei 2- - BY ?9ti Conterminous s •- � I• 2003 iVEHRP Seismic Design Pr Provisions ovisions �\-- Cade = 97223 i • Spectral Response Accelerations SDs and SOl i : ;* t• SDs = 2/3xSMs and SDJ = 2/3xSM1 .. ; . .: i I . • • • : :: ...• Site Class D ij : . 1 . _ :..I : .'tet :-. 1.. Period Croid Sa E t;.3. :. i>< •.or ' .' ... 2.36.7..14 } i (sec) (9) 0.2 0.706 (SDs) • •t 1,i1Me .;wglp .o . i . .. 1.0 0.390 (SDI). •I • , e r' x.e !� " !j s . . Perio Maximum Sa d Maxi 3 1._.: (9)4, .,Y. 1.: , ,... .,v;i ., * I ` 0.2 0.720 (SDs) Iw---••-- ' 1.0 0.394 ? - : .J. . ..•. .} _ _. : Period Minimum Sa _ ' _ : . . :. (sec) (9)•': . ....� ••• �.i .._. . : • 1 : . .' • .. 0.2 0.688 (SDs) • • 5 . : • • . . ...... .... .. .....;.."-a t } 1 i { : 1 tS .. •. 1 • • , • i I • • 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 PHONE 503 892 5782 • EMAIL: DAVE-HCE @QWESTOFFJC8 HET ..... ,,.. ,,..`",;:.14.A.:.: n.::•,-.u.: Alr.A.._ ,.•'.;,ti eSS:a �;..,.•:: - C HORN PROJECT S p - )3--) SHEET 4e, ECONSULTING ) � /-.A.4.0 DATE 2Sll' ENGINEERS L,L.0 SUBJECT 1-440 5 BY p\ f•4 Putt% ' g6.1‘4,imps I, 7, d- .___ . zi 3s., ; 4 ' I Gam.. T-P FIB .. 3Z y • - X Y.3S1 = • X30 VI 'rn' - w c . . 1302 SW BERTHA.BLVD.-Forman), OR•97219` PHONE: 503.892.5782 • EMAIL: DAVE-HCE QWESTOFFICE.NET - ` @ c HORN P R O J E C T 1-0 • I 3••4 0• SHEET ryk- CONSULTING DATE 2•• /r. --/; HE ENGINEERS LLC SUBJECT f••T,w1•5 BY 161d 'TY? fart �,,,#ic. : 2'Z = I.3 9 *�' .•11 /I l 3*(1 ,,;s- (�t� s th/ • • �L (s� tor �,L7 A- 124/, % 70 ►�'` Z% r ti•ip6 x '[,Dory r [.Ag, Y ee +� LALL% p-i 2.r (40 4- 1.3k — \\.3k 1L3``= 4(1.- - %,9 IL 41f " I,S c>O P 5f :o v,•►c x £.c, frt. 4. 4- ---- • • 1302 SW BERTHA BLVD. •PORTLAND,OR • 97219 PHONE: 503.892.5782 •EMAIL: DAVE-HCE @QWESTOFFICE.NET C H O R N PROJECT %D-11-"" l SHEET F I ECONSULTING DATE Z• 1•/3 ENGINEERS L L C SUBJECT �.a+F Fpitra vy BY pc4 CAW vv, 4*0 --► ZS Psf , Ar►f+ e ?drape' v►i►S.5 r. = 12.25 16 . .S /14.,q)t ht) ¢ 0:1514 z I.C x 17.K -2 6 pcf wALL fp�f lv.tfar 1 0 r f Ac'.fle-1 Se+...✓ M, Apart,.h "ro 2G• Ptf e Pore pert ►g.A LL S aJfH MoPT•i wALLS j L v S‘40 hd = 7.15 c1.47.v; = r. -bu17."Zs .s 34i Ptf IKbefft. SAY 4 0 'Sr S- 0 1 6- 4o 1Sf 1302 SW BERTHA BLVD. •PORTLAND, OR• 97219 - PHONE: 503.892.5782 • EMAIL: DAVE-HCE @QWESTOFFICE.NET HC HORN PROJECT so- 13.-w ) SHEET f Z ECONSULTING DATE 2-1{•f3 ENGINEERS LLC SUBJECT fFAIVOV,1 BY M► Lo 3s a.lirk r _ W= .04 (4' c.)b16 31�� 3.1 1 61 Z.3' � f3/4,...I..!‹t 1-14 A .A • ►1,$ �g� 1,z a4��� It 1042 It. Zo USE ro5t. 3Z'' 1 v-Bjv.r aP3icf r 13. wtA YAAr. of S rtt swr -ryP %ADA %A.oP$T C4cf Lof •G v'0. zs fi tS t' So3 - $, v. 1.23 (4 3. ,e r chp i .1 6111- tn G. 1523 (L� g ¢ s•s 4 A 4 z Df:41 Z 0$ 411,. .■•■••••■• ‘11 1141 re frirMl.r 1302 SW BERTHA BLVD. • PORTLAND, OR• 97219 PHONE: 503.892.5782• EMAIL: DAVE-HCE @QWESTOFFICE.NET FIC H ORN PROJECT co- '3- 1 SHEET F3 — CONSULTING DATE Z- 8-13 E ENGINEERS L L C SUBJECT nuoviv tA By bs'!k Cr ret I tArr us tivwu..". 0,04.4 / 014k 1.4.61 3s V d / ,[ •fix 3112X 3',6 r 3s�Lt4 46. 41745 • 1302 SW BERTHA BLVD. • PORTLAND,OR• 97219 PHONE: 503.892.5782 • EMAIL: DAVE-HCE @QWESTOPFICE.NET HC Ho RN PROJECT SD-- SHEET F+ E CONSULTING DATE ENGINEERS L L C SUBJECT J IRAM/ONrir, BY Tv WI .4.166 o.11.F11 .1. 140811 /to li.o � _ 1tio6Z rzo � .b " .3z` (I. Lyt .1i. t'srg = 2r.bk , t►` W 1671 ;ii 3e gtD-L 3115 e 9 56 es .S. t---- • T 1302 SW BERTHA BLVp. •PORTLAND,QR- 97219 PHONE: 503.892.5782 • EMAIL: DAVE-HCE@QWESTOFFICE.NET HC HORN PROJECT 53).- /7'.. 41.--r SHEET f S ECONSULTING DATE 2- sow 13 ENGINEERS LLC SUBJECT # 9y T i'W a BY tuiN 6-AlvaPY 11 u sT L D --; ?S Air 4'as 1 iii°ryn HIS-a1. Z. 4A 4--- E' "? Br" - 4 01,S wita}lcg5'C ,� , o.M�`<< 1. / k F4 a.n (9►7,)-•- °.SZ. M c o.i�('1 s\g I.�L1 �KSS 3x3X'�4- f,2q (1'-, 3 . S orbl� . 1,3 In . ii it i5 ;Amer- P-.. oat(11 s$ - I .3" . IFi� Ot / 7. ti ii S� "V. `l.LS (4 . 111, .%. i piir :11..� i O• M n I,04 lt . . -4 .N. c ,{ /iv, k.%)(4 • Q.0 M - E:' }l „ .1i . Fr it srl $,' s5 )6"-x/ Iif H S 3 Ar ~" E I ; {i{ppA r;l� l;° , tai 1302 SW BERTHA BLVD. • PORTLAND, OR• 97219 PHONE: 503.892.5782 •EMAIL: DAVE-HCE @QWESTOFF]CF.NET