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Specifications HI: HORN CONSULTING ENGINEERS LLC Structural Calculations: Dlgltally sgnecl by Dave Horn Ded rn4iavellorrro-Horn CawtingEMln ;n. Project: JTS-15-33 r-ae.<an .e oat. Date: 11/17/15 mreDav :zms.I Ln Ienss Project: New House: aeww Lot#9, Ashwood 2945R Sub*ect Sheet#'s RECEIVEIP Lateral Loads L1 — L6 DEC 17 2015 Framing F1 — F4 U110FOGARD BUILDING DIVISION Footings FTG-1 kPED ROFFs NFF 51 19PE 9 r 0 0 qIV �9 J. HD�� Expires: 6-30-17 The following calculations are lin Ialcral wind and selSnae cnglucnng and gra%ih load ln0 ot'the hea ns and eolumns_ 111 rcuunlne hall dcnigns should he scnlicd bs the geotechnical eneinc:r of record prior at construction I'allure to do so Imalidale.their design. [lie dc.Ign is based on inthrnuniun prrn Ided M the diem who Is ,old} responsible for its accuracsthe engutcering represents the finished product. Uiscrepancros lrom inlinm'ation pro%Idcd ht the diens Invalidate this deslen Horn Consulting I rigmcers shall haw nn hahihn Iecpressed.or ilnphcdl.mill respect to the means and nadhods ofcunsmlclion wod.nt'.tiship or the actual materials used In son,arncnon. Ilom Consulting I ngmeers shall haw no ohheaunn of I abilaN whether arming in contract unchldme starranls l,Tort I Including acme,passite_or imputed ncghgencel or othem Ise,for loss or use.reycnuc or profit.or lin ane other Incidental or consequential damage. •�a a LI H(E: HORN CONSULTING ENGINEERS LLC New House: JTS-15-33 Code Basis of Design: 2014 O.S.S.C. and 2014 O.R.S.C. Wind Loading: Per ASCE 7 Fig 6-2 See attached elevations for wind loading breakdown per level. 120mph 3-sec gust Exp B. The mean roof height of the house h = 25' approximately. D ` C WWRS A Direction � ,.End Zones xC2a'/ C A / WAFRS Direction 2a� End Zones Note:End zone may occur at any comer of the - building. a = .10'41' = 4.1' orfor h = 25' a = .4(h) _ .4(25') = 10' a must be larger than .04(41')= 1.6' or 3' a = 4.1' controls Therefore: 2a= 8.5' see Fig 6-2 ASCE 7, and Figure above. CAPITAL PLAZA SUITE 135 93205 W HARBUR BLVD. PORTLAND OR 97219 PHONE:503.892.5782• EMAIL: DAVEQHORNCE.COM L'L HCE HORN CONSULTING ENGINEERS LLC Seismic Loading: D1 seismic design category per O.R.S.0 SDs= .72, R = 6.5, W=weight of structure V= [1.2 SDs/(R x 1.4)]W V = .095W 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: @ House/Garage Wr= [.095(36')(15+6+4)] = 85.5plf W2 = [.095(48')(12+12+8)] + [.095(23')(15+12+6+4)] = 226.8plf 24' Depth @ Garage Wr= [.095(24')(15+12+6+4)] = 84.4plf @ House Wr= [.095(40')(15+6+4)] = 95plf W2 = [.095(34')(12+12+8)] + [.095(16')(15+6+4)] = 141.4plf Seismic in Side to Side: Wr=[.095(41')(15+6+4)] =97.4ptf < 144.1 plf therefore, wind governs. W2 = [.095(41')(12+12+8)] + 97.4p]f= 222plf< 273.3plf therefore, wind governs. Wr3 = [.095(20')(15+12+6+4)] = 70.3plf < 184.9plf therefore, wind governs. Redundancy Factor= 1.0 per ASCE7 section 12.3.4.2 CAPITAL PLAZA SUITE 15593205 W BARBUR BLVD. • PORTLAND, OR • 97219 PHONE: 503.892.5782• EMAIL: DAVEQHORNCE.COM G3 H HORN CONSULTING ENGINEERS LLC Roof Diaohraam: Left Wall Line Back Wall Line P, = (0.0855) klf x 20.5' = 1.8k P = (0.1441) klf x 22' = 3.2k PV,= (0.1494) klf x 20.5' = 3.1 k V= P/(24.5)' = 129p1f Type A Wall V= Pd (27.5)' = 111 plf Type A Wall @ 4'Wall Mot =6.2kft Mot =4.1 kft Mr=4.8kft Mr= 2.0kft T= 0.2k No HD Req'd T= 0.5k Type 7 HD @ 7'Wall Right Wall Line Mot = 7.21cft P, = (0.0855) klf x 20.5'= 1.8k Mr= 4.4kft P„,= (0.1494) klf x 20.5'= 3.1 k T = 0.4k No HD Req'd V= P„/ (25.75)' = 119plf Type A Wall Mot = 3.6kft Front Wall Line Mr=2.0kft P = (0.1441) klfx19' = 2.7k T= 0.4k No HD Req'd V= P/(24.75)' = 111 plf Type A Wall Mot =2.7kft Mr= 1.4kft T = 0.4k No HD Req'd CAPITAL PLAZA SUITE 1359320$W BARBUR BLVD.• PORTLAND, OR 97219 PHONE: 503.892.5782• EMAIL: DAVEQHORNCE.COM � 4 HE HORN CONSULTING ENGINEERS LLC 2n Floor Diaphragm: Left Wall Line Back Wall Line PR= [(0.1414)(21')(10.5')+(0.2268)(20')(31')/41'] P = (0.1292)(18.75')+(0.1079)(10.5')+3.2k= 6.8k + 1.8k=6.Ok V= P/(18)' = 375p1f Type B Wall PW= (0.135)klf x 20.5' + 3.1 k = 5.9k Mot = 14.4kft V= PR/(57.25)' = 105plf Type A Wall Mr = 2.7kft Mot = 8.7kft T= 2.7k Type 7 HD Mr= 7.4kft Check Sill Plate T= 0.1k No HD Req'd P = (0.0974)(22')+(0.1246)(29.25') = 5.8k/ 18' = 322p1f No 3x Sill Req'd Right Wall Line PR=[(0.2268)(20')(10')+(0.1414)(21')(30.5')/41'] Front Wall Line @ House/Garage + 1.8k= 5.1 k P = (0.1292)(18.75')+(0.1849)(11.5')+2.7k = 7.3k P„,_ (0.135)(20.5')+(0.0317)(5') + 3.1 k=6.Ok V= P/(16)' =453plf Type B Wall V= Pd(22)' =274plf Type A Wall Mot = 12.2kft Mot= 8.6kft Mr= 1.5kft Mr = 1.81cft T= 3.6k Type 2 HD T = 1.9k Type 1 HD Check Sill Plate P = (0.0974)(19')+(0.1246)(18.75') Wall Line @ Front of Garage +(0.0703)(11.5') P = (0.0844) klf x 10' = 0.8k = 5.0k/ 16 = 312plf No 3x Sill Req'd V= P/(9.5)' = 89plf Type A Wall Mot =7.6kft Front Wall Line @ Garage Mr= 7.1 kft P = (0.1849) klf x 11.5' = 2.1k T = 0.1k No HD Req'd V= P/(11.5)' = 185plf Type A Wall Mot = 9.6kft Mr = 3.9kft T= 1.0k Type 1 HD CAPITAL PLAZA SUITE 13593205 W BARBUR BLVD. • PORTLAND, OR • 97219 PHONE:5 D3.892.5782• E MAIL: DAVE@HORNCE.COM J .! ,s•S .svza Al ' i 7nY 4 I s-4 xenz--s'S7 sate sS vaa M zS62 ' zM2 � -- — — — — — _ — — --- — -- --- — _��hgi %ty yy L•btl SlM M 7 � a � — -- ----- ----- ---- Ch1 : — — — — — — 0 7' Z/b S'Z� •S2 =ter! t••s1 �d o'1��C 1sng -7x-s 8 exv Hdw or/ t r>sy s•4 sa s� szt sf NJ .�»sti- ^)Saz = ►end ` :�M lo r s•i szi ,rs ,us ,t•p •/» t.•)Ta�'•/\£�'•� a M • h•bh� •C9)1 GN2.yrw ofLti `� � 4"1y1 SIM - — ---- --- ------ oila S d -k--------- ----- -- — - — - --- — - -- --- Q— a q a 0hi :Q h•ez -� z @ tsn m-L 8 dxa NdV cz� is �}sL C HORN PROJECT Tr5-l'; -33 SHEET F1 ECONSULTING DALE ENGINEERS LLC SUBJECT IFi�rPHhb BY Dai-- W': *K aiw: , >6K t kI � L � 4x\ ori, , 4 (n) Fa o AS &) i ° \ V., vc(s� = lq Qxb .4 ,L • 3 16X We . o4�v�t . o57.�t�� ' '�Z}� ) 31.70 ` Isb.Sln �• ¢ Ftiia 2t 4- G S'�&x111�y N4Gs S� ws , .s'1-(zz7��. a\ kl` 2 z \_ 2 }lb G. 6,s W- os2�14a� L lbs fir a4s t Z � 3 r, • �t N e d•S�(l,x� g � • X1 � 1702 SW BERTHA BLVD. • PORTLAND, OR • 97219 PHONE: 507.892.5752 • EMAIL: DAVE@HORNCE.COM C HORN PROJECT ATS- /5- 33 SHEET ECONSULTING .( DATE +F Il��j•- ENGINEERS LLC SUBJECT JJ?MVIAA By , O XIF t- =I oo 43o �n R z &.-2V �� . 2,4K 1hs o .is ( j g >9t Ls 1) Wa ,�4SI��i 5 � 0.11.��+ ` {.1ti (w) s 71•� 1< SH.3n Al $S L� 1a.S yva , o4S �13)%.4 t, ads a o.4bk� I ' 4 �. a. q L (►.s� Z = 7,1'K Sri++� � Zad,� 'b 4.. 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C HORN PROJECT 'S'6- I s " 33 SHEET ECONSULTING DATE ENGINEERS LLC SUBJECT 'f&*TAIV?6 By ,ply L e H3, P° fN k^ Y 2 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 PHONE: 5O3.S92.5782 • EMAIL: DAVEa HORNOR.COM