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Plans (13) ./res7vs'-- Civ/gr- E HORN CONSULTING ENGINEERS LLC RECEI Revised Structural Calculations: Project: MSHD-15-14 OCT 3 2015 Date: 10/12/15 Project: New House: Il;fi t'�L� ' 1.16' tt Lot 9 Medallion Meadows Tigard, OR BUIL 1 OF 91944ON Digitally signed by Subject Sheet Ws DAVE DN:cn=DAVE,o, Revised Lateral Loads RL5 ou=HORN 1)11/111 CONSULTING ENGINEERS LLC, email=dave@hornce .com,c=US Date:2015.10.12 14:04:50-0700' OFFICE COPY ,v PR `SJi 1319'E "/'" r, / 4R GJ City C1 regard Ap r ved Plans J. Expires: 6-30-17 REVISION The following calculations are for lateral wind aid seismic engineering and gravity loading of tie beams and columns. All retaining wall designs should be verified by the geotechnical engineer of record prior to construction. Failure to do so invalidates their desim, The design is based on information provided by the client who is solely responsible for its accuracy. The engineering representsthe 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 obligaion 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. CAPITAL PSUITE t35932.(1S \� 13ARSLRB • r• ()I:71 ,,R • 97219 PItcst-- 5n3 892 5152• D:1‘'e[s 1yRsCF :'<,+, HE HORN CONSULTING ENGINEERS LLC 1st Floor Diaphragm: • Left Wall Line @ 3`d Bay Garage Back Wall Line PW= (0.1285) klf x 15.75'+0.6k=2.6k PW= (0.1083) klf x 9' +4.1k=5.1k Ps= (0.2656) klf x 15.75' +0.3k=4,5k PS = (0.1125) klf x 9' +3.4k=4.4k V= Ps/(30)' = 149p1f Type A Wall V= PW/(14.75)' =344p1f Type A Wall Mot= 17.9kft 4'Wall Segment w/load from above Mr=86.8kft Mot= 12.4kft Mr=2.2kft Left Wall Line • T= 2.6k+2.2k=4.8k Type 3 HD PW= (0.1285)klf x 18.5' + 5.2k= 7.6k 4'Wall Segment V= P/(18)' =420p1f Type B Wall Mot= 12.4kft Mot=60.6kft Mr=2.2kft • Mr= 19.4kft T=2.6k Type HD T=2.3k+ 1.5k=3.8k Type2HD Wall Line @ Back of Garage Right Wall Line @ Garage Pw= (0.1083)(24') + 3.1k=5.7k PW= (0.1285) klf x 23.25' = 3.0k PS = (0.1125)(9')+(0.2671)(15') + 3.0k= 8.0k PS= (0.2656)(15.75)+(0.1611)(7.5) = 5.4k V= Ps/(21.5)' =373p1f Type B Wall V= (22)'=245p1f Type A Wall Mot = 64.2kft Mot=37.7kft Mr= 59.7kft Mr= 60.6kft No HD Req'd T=0.2k No HD Req'd Right Wall Line Wall Line @ Den/Powder Room Pw= (0.1285) klf x 18.5'+4.7k= 7.1k PW= (0.1083)(24') +4.4k= 7.0k Ps= (0.1611) klf x 7.5' +4.7k= 5.9k PS= (0.1125)(24') +4.0k=6.7k V= PW/(53)' = 134p1f Type A Wall V= PW/(15') =467p1f Type B Wall Mot =42:5kft Mot = 21.0kft Mr= 117.0kft No HD Req'd Mr= 16.7kft T=0.3k(Add to 2nd Fir Dia.) Check Sill Plate PS = 6.7k/ 15' =447plf 3x Sill Req'd CAPITAL PLAZA SUITE 135 9 320 S W BARBU.R BLVD. • P ORTLAND, OR • 97219 PHONE:503.892.5 782• EMAIL: DAVE@HORNCE.COM E Digitally signed by aGINp,a DAVE 0% s,TIyPE I`YF OK, 1 ou DM cn=DAVE,o, q/1110 / /� l =HORN CONSULTING / aN N (/// �• ENGINEERS LLC, U email=dave®homce,ca a%eaUS Dp60a:&9007 Date:2015.10.12 13:58:3]-0700' tPm a] R RI l gNi� aff A, (11P eel UIW STRUCTURAL NOTES a s La ' ............... teem row two m+a.m MINN AIL HMOv an KIM -mane max cm*rut Nub 41 AM Ark TS7 Mr Ty -, Ts HOLDCW1 SCHEDULE nyewaax barer II A MCP .Pmoot mau,,• NwoplApaI MN fi AMPv Pinh kV dFk A Wel ISA NW/ NMI • velar Av. mw GL a mus a .10 el a mus M, NV v rASIA L W wwloa..l.•,m..craa.,.�w-.,Irlsoa<,e LEGEND ® O O snMa.L,.a,A.aaMu.MMoapG„Mm I I I I a ro MOO.ate.a a..,.a.o LL..ro..»aa�a [—SPArap,c/WN �® Q aft Num apa,aela««INWIM.PN.,O.MM...a. f Q" NPCIL . el aaL•. tea,. ..aela[MUM�La.aIG.NVMNYVANN. d_aV 141 OP NI ..roe..aaPel. ael.a.®v .aamnPR 'NA alas" w 1 NIS MP u 9 m SHEAR WALL SCHEDULE.. 1— "". ANIMAMUM, w""im w.vt.° ir.Auu°.10,w.a."m IRON MOM O • x•elea ea.el, „ L.,..,:=:::: ael a.Papp u i.laa.n, a x'OS e.te, a o v \r CCU .a.a•G< AM.mx 3 Lel Mop..WNN, .a.OA: A..WNC C x•aOHepMl a Y C• x GAY•YrALAS N INCA aeM.vxm, "'M A..rx v o x•elPrveoeror r ,, m S'.w...M.aa aM n a ap.y..m, aa. a. MP. Ga w. �x+ V CA INC waaaM1aPmr el NMI NOCmlO.Uelw,�.PIM ALL 11.COW..rocweGM UMW AONCNIV..aela.G.m.xaa..T.NOC aa.a.AINNWINaA,aa.AaPG LOWER FLOOR APMINTnDmaG.a.nHOWKANMAMMAMALLWM.AeM.W..A.NOM "l `• SHEAR WALL PLAN M..ae.aa:aa row a»a.tea wa....n w.,,w.a,.� a a 4.1564 tea /SHEAR WALL< OM.CP NAZOVNip. aam PAN.aa."a ..r"p""°"a10 NOLDOUN .� SCHEDULES/ COMM..aw �ro�A ro p COMM '"�1° U STRUCTURAL NOTES CM/NNWRO LMavNelGaeaelm.a.ANNNINMp IMAM PamuP. nom...a m.. REvislars p Git raMnMnaelPelp.ALl.Lnela vM.aaaa.aGelMaea. p IOJtE MMSMUM!NNW MCC.MMM»GLUM Vu/00 RP Mat MOP COLO,At M4L aPYANDell Pa.a.,aa.<,..L,Wa,I...roaALv...a..PCGMNm.M�AAt VOINNWINN NV LAWN ell NIONNaaL,.NLN«Mae avAWACOl,,.,,p,.2AMPONIf11 6l N. �, ❑ DATE, b205 SCALE: h•.1'-0• DRAM: JFG JOB NO: MUDS-15-01 ®LOWER FLOOR SNEAR WALL/MAIN LEVEL DECK PLAN 1 I SCAL WO, s I III 0 , E,0 1 PIOFF. ��G 1 N OBSfo .0 <5I�19PE I' �y I Q• i 1 UR;4; lilr- '11./ 12 i ryn '10J,1 EYpOrMs:0.30.17 cs10u4,0.g- e W P.T.1.1 RAT LI N EYKTl HE TEEM 1315 IV Id IIALB gr�jt1 M $Da Fi .gi IAo ,e R� is _;;5'A i!,:ti UI4-1 W2 % 7TP.• �'+7r/IZ,, LGA'1 e•I.ocanawAlk . nsrc+o ® —Teruo TgTGO li e� HSrGb llll' (��%-� �.__1. IOID./ I Will I i-10J� ns 3 AA "� `a° -wrma.o IWO% -na1M- �.OMYrm W O.r wnw �w� a hmwaim�'r' 0 ilfk lay W©i// ItETGO Liz� •ee WILT,' mo:gine t:�o;•,R._ Q L 661L1EI 141114 Y+W-- L ('V