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Specifications (72) 0 -uys C• gidlysiyn Nb Dve Nunn ON:cn=Dave Hom,aHam E Qun,,d�Ens�nee«on. m 2 noma. ,O.;/ - Date 20171z os 14,3_24+3800' HORN CONSULTING ENGINEERS LLC Structural Calculations: Project: LEN_17_181 Date: 12/05/17 Project: New House: Oakwood American 2567A GL Madeline Heights Lot 10 Subject Sheet#'s Lateral Loads L1 — L6 Framing F1 — F2 Deck Framing DF1 — DF2 Guardrail GR— 1 Footing FTG— 1 EO PR ',t:F *GIN 4) 51319 : 'p AOR GOND °9f/D iJ N��� Expires: 6-30-19 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,whdther 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 PLAZA SUITE 135 9320 SW BARBUR BLVD. • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVE@I4ORNCE.COM �'i r lit HORN CONSULTING ENGINEERS LLC New House: LEN-17-181 OAKWOOD 2567A GL Lot 10 Code Basis of Design: 20151.B.C. and 2015 I.R.C.with State Amendments Wind Loading: Per ASCE 7 Fig 28.6-1 See attached elevations for wind loading breakdown per level. 135mph 3-sec gust Exp B. The mean roof height of the house h =24' approximately. 1 r 4.1k. 4 111% 411,17 i / .--',arc` ,--- .• �, M.... Case Ar= ` -rJ \ f f •a Case B a=.10"34' = 3.4' or for h= 24' a =.4(h)= .4(24')=9.6' a must be larger than .04(40')= 1.6' or 3' a =3.4' controls Therefore: 2a=7' see Fig 28.6-1 ASCE 7, and Figure above. CAPITAL PLAZA SUITE 135 9320 SVC BARBL'R BLVD. • PORTLAND, OR • 97219 PHONE: 503 892 5782 • EMAIL: DAN E@HORNCE.COM lI- E HORN CONSULTING ENGINEERS LLC Seismic Loading: D1 seismic design category per I.R.C. SOS= .83, R =6.5, W=weight of structure V= [1.2SDSI(Rx1.4)]W V= .109W Roof Dead load = 15 psf Exterior Wall Dead load = 12 psf Interior Wall Dead load = 8 psf Floor Dead load = 12 psf Seismic in front to back: Wr= [.109 (46')(15+6+4)] = 125.4plf > 113.5plf therefore, seismic governs. W2 = [.109 (46')(12+12+8)] + 125.4 = 285.8pIf > 245.9plf therefore, seismic governs. W1 =[.109(23')(12+12+8)] + 285.8= 366plf > 350.5plf therefore, seismic governs. Seismic in side to side: Wr= [.109(34')(15+6+4)] = 92.7plf < 128.7plf therefore, wind governs. W2 = [.109 (34')(12+12+8)] + 92.7 = 211.2plf < 293.8plf therefore, wind governs. W1 = [.109 (34')(12+12+8)] + 211.2 = 329.8plf < 536.7pIf therefore, wind governs. Redundancy Factor= 1.0 per ASCE?section 12.3.4.2 CAPITAL PLAZA SUI FE 135 9320 SW BARBER BLVD. • PORTLAND, OR • 97219 PHONE: 503 892 5782 • EMAIL: DAVEI@HORNCE:.COM C: �3 HORN CONSULTING ENGINEERS LLC Roof Diaphragm: Left Wall Line Back Wall Line P = (0.1254) klf x 17' = 2.1k P = (0.1287) klf x 23' = 3.0k V= P/(31)' =69plf Type A Wall V= P/(10.5)' = 282p1f Type A Wall Mot= 8.3kft Mot= 11.3kft Mr= 28.2kft No HD Req'd Mr= 2.7kft T= 1.7k Type 8 HD Right Wall Line P = (0.1254) klf x 17' = 2.1k Front Wall Line V= P/(25.25)' = 84p1f Type A Wall P = (0.1287) klf x 23' = 3.0k Mot = 2.7kft V= P/(14.75)' = 201plf Type A Wall Mr=2.9kft No HD Req'd Mot= 11.6kft Mr=4.6kft T= 1.0k Type 8 HD 2"d Floor Diaphragm: Left Wall Line Back Wall Line P= (0.1604) klf x 17' + 2.1k=4.8k P = (0.1651) klf x11' + 3.0k=4.8k V= P/(36)' = 134p1f Type A Wall V= P/(15)' = 321 plf Type A Wall Mot =43.4kft Mot = 20.2kft Mr= 71.5kft No HD Req'd Mr= 5.6kft T= 2.1k+ 1.7k = 3.8k Type HD Above Right Wall Line Type 2 HD Below P = (0.1604) klf x 17' + 2.1k=4.8k V= P/(38)' = 127p1f Type A Wall Wall Line @ Back of Garage Mot= 8.6kft P = (0.1651) klf x 23' = 3.8k Mr=4.9kft V= P/(20)' = 190plf Type A Wall T= 0.49k No HD Req'd Mot = 34.2kft Mr=40.6kft No HD Req'd Front Wall Line P = (0.1651)(12')+(0.1369)(5')+3.0k=5.7k V= P/(5)' = 1133plf Type F Wall 3x Sill Req'd Mot = 19.8kft Mr= 1.0kft T= 7.5k Type4HD CAPITA'. PI A'Z:\ Su 'FL 135 9320 SW BA2t+un BLVD. • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIl.: DAVL@IIOAVCE.COM HC E HORN CONSULTING ENGINEERS LLC Main Floor Diaphragm: Left Wall Line Back Wall Line P = (0.0802) klf x 17' +4.8k= 6.2k P = (0.1142) klf x 11' + 4.8k = 6.1k V= P/(46)' = 134p1f Type A Wall V= P/(34)' = 178p1f Type A Wall Mot= 8.8kft Mot = 24.2kft Mr= 18.8kft No HD Req'd Mr=43.5kft No HD Req'd Right Wall Line P = (0.0802) klfx 17' + 4.8k= 6.2k V= P/(51)' = 122plf Type A Wall Mot= 18.6kft Mr= 80.9kft No HD Req'd CAPITAL PLAZA SUITE 135 9320 SW BARLiUR BLVD. • PORTLAND, OR • 97219 PHONE.: 503.892.5782 • Eli All.: DAVU@HORRCL.COM Rscc q :3s ,Pr eV 3 3 Sec �.�esr Ms 144 tI?.s N 8= 0� Bi WO 4 a+ 'V' D a I�AVS.° P14.4-1:e2:6191:4:)55" ��'� 1 i _ _ 1-7:: _ ��%I. ■J prA;111 NO "it liIII SMI t A c- — - — — PPPV_ _ A1 — A — - - !ova * hz•� 4 _ Ill Biu uc ��� �I I ..,;� •• Rai * iii.er (91.13 0•' I")t t r---1 1----1A,L., tett tto) . 1 as "A I 1— _, Z.. f 2s-s 1 2.'/ t7S.$ r- Ws' �AW4,.,220.'} (.`) . fiz.7 of,1' 20. v. 41 1 1 .t• Sat $'$ 9 -./,, _kir) V14 4.111 1 . 1 4�� %.1 Tis oros£ f. .sot $5 1.elti..k.1 sten e-Noir I I Ltt ei ,t. ,vat ,s 6 'Vile x•1'.61 t t J1 Z 01-kg/fro,'% wl ba11 El� •i«Dril =`01 "2. cble 11111 11111 1111111 I = ...///// , I1 L•lI , is IT — 11111.1.01` � v Al i .. 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SUITE 135 • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM PROJECT LEW' I.1 - t 8 SHEET DF " sari' HCEDATE 1.1 ,N-• 17 SUBJECT pEGit Fk�IMI i BY t-Y Horn Consulting Engineers LLC DEAD LOAD =(o.oo8 PsF ) (12.4%)051) ; 43, i / / / l. rsK % BA&E SHEAR t...1(o.g4) W d.47 W I'5 ( 1. 4) o BEIsMZG LOAD : o•47µ ( i,615 r 0. 7111 i / SIDE To .s rDs ion V, r: 0.711 ) ! 0•2.85)" IA,sit up•2.ssAy _ ?.O %ftr LFa4ER o. . / - K )014 +as .S' K - d. 71t ( 5, p•tf'3 y-p sT r 47-2l5 >6sT it NA Mir = (o• xis ec1 sT )L4-�) = o•86 "` %off ---� P.T. 6x6 GoKN• = (o.At 5 VPasr)(2'+4' )/a, R 64-s "/pasr —3 3-Ws ;4 x 11-ss Su26W a eA EHD FRoArT To 846k / r .7 111( = 3 s 6 lb -- A- D16's 9320 SW BARBUR BLvD. SUITE 135 • PORTLAND, OR • 97219 PHONE: 503.892.5782 • EMAIL: DAVEHORNCE.COM r MORN PlIONICY • Lam~ - SNOWt 1 » ." "fl IoNli CONSULTING :.7- f�� • B>IO:>suu 1.1.1,Ca$ > t 4 iv _ • .k."411 :lit l S110.03!" $9 M py .4011,401 « 44 p. slap e 1Mi+ swr. Atilba 4.4141 - MS Top •trli or *--- . It . • am ii =11 Ya - �tilliaft . Aft, lop Ate• rww is vsiii r OWL Me. 64,k tA ` y a*w ti*) .� .11111. Awn war. • A 1o" IN• • • IV 10.10114 1•�Ali' I,� 1..f •• -•• ... y� dMi . MIs*" i� K I.I. m . 34114' 11146 4 ,I "1'4iP- ' 4 u -.- 2.(a•410.040. • zoo* >aim a • eve. E(ai.4 N..l f sie(.sta a a=hr)• ii. aK • to w1 t• pm. tt1'*,"II.0 OK • NMt sa ascan waw..htrtor.011••MIS • w . HC HORN PROJECT 1.1"/*'. /1--115 SHEET MP"' CONSULTING DATE Il-)4.••1 E ENGINEERS LLC SUBJECT faelitANs BY MS / 1 a a3 p• 2# (n, s-/$ - t,3k = '.c $ 4..� F4 2b 46 X12• C-44, C. '''/1•44-1_S 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 PHoNE: 503.892.5782 • EMAIL: DAVE@HORNCE.COM