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HomeMy WebLinkAbout101103969 - Plan.th BRANDOW & JOHI{STON riOJlC" VISTA GLOBAL o^rE 0710112020 SUB-PURLIN STREITEi'E I'ICER EM lrtIt Brrr TYP toIto] ?61 f,'u+ rGlI 0ll o236 I occ L- \/Brk K .V€D o Cl(E) SUB@'RLIN (E) SHEATHING (E) SUB-PURLIN NEW SISTERED 2x4 w/ 121 nows zl" sos @ 12" oc STAGGERED 3" l\,4AX EA ENO (E) PURLIN Y';::,i,,i,,\ (ruC ''tl ow I o r95. 0110112020 h--?? 1 BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS arattro.L taora"t*o.u I .A LL NO' rolan I TAECH R I I .rrrr 0 6 Rts[ crq ot santa AnaGS Nol ) IDENTIAL I u ! torro2'i6l ,h,l- SEP/ ELECTR! This set ol al all trntr alteialicr: I C'ty ol Srnt I The accspi; I b6 helcl lc r IWAccopted By - SCHCOL I a a LOS ANGELES NEWPORT BEACH 'ROJECT VISTA GLOBAL PRorEcr 1{o. s 18-01 18 iIEU SOFFIT DETAIL 3r{EE xo- 7/5-008 D^fE 0710112020 ENGIXEEN E[/ -th BRATIDOW & JOHNSTON az =tf(L I col U) oF J t.r.JJJ u TL I'oos =(/);= i-a _ aL /1 ro-6Ea\tLJtr>+r;d)co:'loaou) u uJo [!oa I(-) I.JJz IUIFoz L1JtFa { o @ Fzoloo= EnX!rz Q)x+ YzY =flH o>!{ @az&-f z tl(L d)fa LU Fzl^UZ >UJtll -<ztL ul7rv9uJ =<at oo @ @ N (,z IF I.JJIa 0 Io UJF !@Fo 'llLb U)z =tf + ml U) oFt J :)9oz uJ o-t I.JJ(L =tr Lu(9o UJ.J N oo (o a) N I'oai<\> ul ;HF<a _-JzaO-l.1ro-6Ea\[LJtr>+l;d)co:':)Oio(/) tL! o-z LLI IFoz uJtFa z) x.ftL (n la t! .JJ_ iPF<I.-9E uJ ,.lLE+o tro o 07 t0112020 (,z-F I.JJIa Lrl olv r I >=< ><< UF-: ,:rlilMX !><r rE<r X NEWPORT BEACHsrRUcruRAL & crvrl ENGTNEERS I tos nrucelesBRANOOW & JOHNSTON l_ x@ F: r-r- I- E9 d=0ao(LuJ p9_r LUoz 8= i>Bi !!ofv^d: 9oOooz uJ(LE*allJ /'\ r ."r=E= 5lzl; th pio{Ecr Vista Global Academies Pro.Ecrxo sl8{t 18 trEr cover ssEEr rc. 1Of I o 1E 71112020 EXGdEET EM rsr l'ts Structural Calculations Vista Global Academies 2609 W. sth St. Santa Ana, CA 92703 Supplemental Package Field Revisions olY r 07 t01t2020 BRAXOOW I JOHNSTON,II{C STRUCTURAL A CIVIL ENGINEERS I TOS ANGELES NEWPORI AEACH BRANOOW A JOHNSION Proiect For: CSDA Design Group 889 N. Douglas St., Suite'100 El Segundo, CA 90245 For rh pRoJ€cr Vista Global Academies riolEcrio. s'18-0118 ,rEr Soffit S€ismic Cosfficient $rEEr {o. 2 0f 9 D^lE 71112020 EIIGIIIEER EM EST 1945 Non-Structural Seismic Coefficient Per ASCE 7-16 Desiqn Criteria h z R a = 24.00 ll = 24.OO tl Average Roof H€ighl From Ground Component Attachmont H6ight Component Amplifi cation Faclor Component R6sponse Modification Factor 2.50 0.966 1.00 Ov6rslrenglh Faclor Short Period Spectral Accol€ralion Componenl lmportance Factor ASCE 7-16Table 13.5-1 ot 13.6-1 ASCE 7-16 911.4.5 ASCE 7-16 913.1.3 Oo= c-vDs - lp= Analysis = Mu-r o.3s ,,,1 ,,lv',,. Min lrr**(,,, i),, u, .",,*,1,1, F Max(0.29, Min(0.46, 1 .55)) Fp, = .2SssWp 0.464 Wp (LRFD) 0.193 we (LRFD) 0 0.89 85 0.81 0.90 ASCE 7-16 513.3.1.1 ASCE 7-16 513.3.1 2 1. 2 1 0.9 0.8 0.7 0.6 f 0s o.4 0.3 0.2 0.1 0 046 0.45 0.43 0.42 0.40 0.39 0.37 0.36 0.34 0.32 Seismic Factor 0.77 0.73 0.70 Seismic Force 1.1 1.08 1 .04 1.00 0.97 0.93 --a- ComponenUConnection Factor +Connection to Concrete Factor 6 0 31 0.29 0.29 0.29 0.29 o.29 0.29 o.29 0.29 0.29 0.72 0.72 0.72 0.72 0.72 o.72 0.72 0.72 0.1 0 0.30 0.50 BRAIIOOW a JOHNSTON, titc SIRUCIURAL t CIV|L ENGTNEERS I LOSANGEIES NEWPORT BEACH 1.10 1.30 BRANDOW & JOHNSTON ASCE 7-16 Table 13.5-1 or 13 6-1 ASCE 7-16 Table 13.5-1 or 13.6-1 = 1.00 = 2.50 Jb Pro,EGr Vista Global Acadomi6s PiorEcrxo. s18-0118 nEr Soffit Memb€r Dosign slrEErio. 3 0f 9 o^E 7l'l12020 EIIGIIIEES EM Wood Boam o€SCRlmO i Sofill Jo'sl CODE REFERENCES C6lcd.tbn.0.. NDS 2O15. IBC 2015. CBC 2016, ASCE 7-10 Lotd Conrt*rrtioi Scl : ASCE 7- lO Irta.lal Proo.rd.r ftt .., woodSoa.raa OougbsFir-Larch Wood G.ado No 1 Barrlt &rci^g compl6t6ly u^bracod Applicd Lo.dr 'DFb Fa Fc ft t.00O 0 9rr I.OOO 0 9! 1,5OO 0 9sr 625 0psr IEO O $r 675 0p& E tlottd]! d Earlatl Ebo4 xr 1.700 0r.r Em'r$.nd ' u 620.0r.' O.nr{y 31 zlopct RaFtbva Mantd Sras lflcrarra 2r4 Sp.n.7A3Oi Urbfn Lo.d 0 .0 00ttr, L .0 l}'50 rlr DES'G'I SUYIARV Marrnwm B.rding St c33 Rrtio Sactiori urad ,a, lhl! rpon Trtulry Wd$ . 1 330 l! o.titz I 2Ia 519 20p3i 1.612.37 pra .0lL 3915t Sp.n I I O.loO:12*, 17 93 p.i l8O.0O p.i .o{. 7.51{ t Sp.ll , r Mar.mlm Shcar St cas Rrti, Scctlorl ur6d ,or lhl! span Lo.d Cdrblilaio.r toaabon ol marmun on rpan SDan , vnat mal,rllJ n oco/rt Lod Cor{in lm [oaatoo of marimun on apan : Span , l,\ar! marfi.m ocqrs Mgrimum Oall.ctirr Mar Oo*rvdd rr!.l|iri Cronodi,l ,a.r Ur*?d Tr!..rr O.n drx! M., Do. r.d loa.l Odt-to.ruri Up*..d Ior.l O.alGchon 0062 n nam ' 0 0oo n RxE - 0 16r rt R.oo : 0om n Rlbo = O.Ere. OX ERAI{OOW A JOSISTOi{. tilc STRUCTURAI A CrVrL ENGTNEERS I LOS ANGELES NEWPORT BE-ACH BRANDOW & JOHNSTON tsr.1045 Proi.cl Tr[.: Vd. rbnt q. Engn .r EMPrd.d lO S 1a4116 Pro'.cl Oa!.. Tanani knpr6,..nJ AnslysB lia.mod AllowrbL Str.ss O.lign Iod Co.r*h6!dt ASCE 7- t 0 l5l3 >:360 o <360 5al >.tto o <100 ilh PiolrEcr Vista Global Acrdemies PiorEcrrlo. s18-0118 nEr Soffil M€mbor Design 6HEr xO. 4 0f 9 o^18 7li12020 EIIGIIIEER EM EST.1945 P.r,icd rr!.: VrrL Hcnlrgr Ehgrn .r EM Prd.ct ro. S la-or l8Prq.d D..cr:T.n nt lmf,rov.rnoit oCSCRIPTK)I{: Softl (E) Sub.Punin Ranlonng COOE REFERENCES Celculrtba8 D.r NDS i'015. IBC 20'15. CBC 2016. ASCE 7-10 Load Combinslioo S.l ASCE 7-1O I!io.l.l P.og.rliat AnalFr. Mehod Alloweble St e3! Dcaign toad co.nb..r6 ASCE 7- I 0 1.00O 0 9ri l.0OO 0 esi 1,50O 0pi 625 0 9ri 180 0 9ii 675 O Der E.llodt r.d ELttr+ Eb.nG Ir 1.700 EminLril , u a2O Fb. Fc. h{0 0 woodSp...s DougltrFir-L6rch wood &eoo No I B.am &eci^g Bram rs Fully Braced agdntl lale.al-lorsional bucklng Oai!,iy 31 2r0!cl R€Fllln Mamtcr Sre3s hcr.... 2.?A .l Applicd Load! B€dn ldf xa{hl cda/al.d and Edded io loada Uit rnLo.d 0:0(I)gto Lr=0020r.t rnbJt..y$/tdo:2 0 n {Rooll U lrrn Lo.d 0'006$. L'00m. Tllturry w'd$ ' I 0 n. (Soft DES'GN SU I,ARY Maximum Bendng St.eas Retrc Socl|on uaod lor thrB spen -E-Eil0.llt1 1 2-Zta l,519l0psr 1,725 0Opai .O+L 3 750t Span I I Mexrmum Shaar St.aai Ratio Sachoi utad ior lhta lpan 0.304 : 1 2-zt1 76 pj l8O.0O p.i .O.L 7 226fi Span I t Loaal Cdr$naion Lc.to.l olmr! rn on rp.n Span , *uc mel,rim ocauG Marimum DelLclidrM.t Do.tu .! lr-.r.rl D.iGto.' M.r Ur*-d lmrol O.n.c6on M., Do*irvt ! rod O.ltGto.r M.r U9i.rd Tor.l O.a.crn Loc.ton ol m.xmur on rp.n Sp.. , 'tr'' met,num ocaurs O OOO n R.to - o ooo tt a"to = 57? >.?aO 0 <2a0 t75 >:r20 o <120 Wood Beam BRANDOW A JOHNSTON,ITC STRUCTURAI & CIVIL ENGINEERS LOSANGELES NEWPORI BEACH BRANDOW A JOHNSTON Jh BRAT{DOVY A JOHNSION \rtiA Gruu Sil'owtl. 3ovtr( 5of9 P BOJTCI sHEtT l{0 Pn0JtcT t{0 OATt 1\.7-o vr\o ITTM triGrtttS ESI. ltas o L,L t\t. tJt'r, r t tsr 5 irp ,q6"{Wr La,tvrotl', 4ID l.<3'5 ,J (iL INL I; q<) IL ,.r641 1" (a .q(41 (,.+ ,{r1 ?v? It? D P 15 /l).. ^r ):ltsF\( 0 J ; N. o tiaxoott t JollitTor STAUCTUFAL. CrvrL ExOrt EEFS LOS ^XGEL' S XEWPOFI SEACH Jb BRANDOW A JOltt{sToN PfiOJECTiO. s18-01,|8 mr Soffit Wall Ch€ck ririEET io. 6 0l I o^lE 71112020 EIIGINEEi EM pRoJEc, Vista Global Academies EST.1945 Proi.cl Tln.: VBb H.ni.gf, Engrn .. EM P.o|.cl lO St6-Ol 18 P.or.c1 O.rci T.n.nt lmprovt'n.nl Wood Boam DESCRIPTIOIi W.rlSlud COOE REFEREA'CES Calculalaoos p.. NOS 20r5. lBC 2015. CBC 2016. ASCE 7-10 Loed Conrbm8lion Sa( rASCE 7-10 Idcrl.l Propartlcr &ratFb Marrod Alof,a!5 Sr.la DG3lgrl Fb . Lo.d Cdit*r.(cr ASCE 7-10 Fb - f.. Ptll VYood S!.o.r Oougri.Fk-L..ch Fc _ P.rP Wood gad. t{o.1 Ft ,t E .m &aat{ . Bcam ls Fdt &rc.d afrann Lt!..l.lc'lql.l bscttng |,,!l l 1.000 0or t.0OO 0 pil 1,500 0 o3i 625 O c.. t 80 O ,lrr 675 O p.' E ,lodttu. d E,,rl,Etl' Eb.ri4 rr 1.700 ori Em$.nd - lt 820.0ra o.nriy 31 2l0pd Ropatt{o Mrr$.. Strlla hc'r.la ^ Applicd Lo.ds ^^ Unit m l"o.d 1.0m670. E'00045. Tibule.y Wdlh = 10n Po.rt l-o.d L :0 015€0 E=005120r,O7?5011 DESrcfl SUrrInv Maximum B.rldlllg S116. Rrtb Saclim ulad tor 1116 3p9n Loaatoo o, malnun on rpan Sp.n , 'rro m rrrrn drrr Mexinum OclLcibaMlr Odr*rd tr&gnr O.nftto.r M.r Upa.d lrF.iot U!.ciroo Mrx Oo*.w.rd rolc O.n..ls M.r u9*Ud lot.l Odl.clion o.3aa 1 2aa 631.03pri t,725.0Op.r L OdY 6.920i span t I o 00o ., ntt" - OO0Oa n to' OOm h R.fh - Maxinum Sh..r S1.... Rrll6 Soclon ulad loa th6 rgen LG.to. ol rulmun on r9ln Span , rlrro mlrf (In mrr o <!60 0 <s0 322,=1E0 0 <180 0-073 : I 2,.a 13 7r rd 18O 0O p.' t- o'rv 1r 7!tt Sp.n I r t).6'gh OX BRANDOW I} JOHNSION,INC SIRUCIURAL & CIVIL ENGINEERS LOSANGELES NEWPORT BEACH Jb PNOJTCI PROJTCI TO IITM A (t.. r AL ( r\t t,1 tJ,_.., \!t 0AT t fii0ll{ttR -l.t ,7o L,I\o rl o tsT. ltts lt .a {D1, \, Jo(L 6 tsr S PsF .rt6{ 1,5,? tsr 1"(7,t ?'/rt trs)S s'lt)S = l"to*= to* r( tl L e 1,(u ts/rY ,!€(0'tcls')S u+ T++ 5 l=\a.l.to 66* z 51od-_ rto s{ Pa,,.l) xL 9wus A IL ItL (n* ("1 l Fouu Tt{E€^P lt6f- BtottI,,,.1" toC *rrtBr r) o( ri ) ) xa I T o !RALDOW f JOHiETOIi SIFIJCTUFA! + Clvrt ENGIN E€F 5 LOS ANCETES NEWPORT BE^CH BRA}IDOW T JOHNSTOT'I sflt tT li0 7 ot9 1..- (1^ r -'- ,+ ilb rioJEqr vista Global Academi€s Pro,€crrc. sl8-0118 rru Appsndix $EErXO.80f9 o^1t 71112020 EIIGIXEEi EM tst 1945 PPENDIX BRANOOW I JOHNSTON, INC SIRUCTURAL A CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH BRANOOW A JO+I TISTON Jb PROIECTTO. s18-0118 mr Appendix $rEErio.90f9 o^tE 71112020 EIIGIIIEER EM pRoLJEcr Visla Global Academies tsT.1945 Structural and General Fastening Strong,Drive SDWS TIMBER Screw (cont.) EEEEEEE SOWS Tirlbd Scow Sp.cmg R.esrEmni. SDVl/lS Trrtp' Ssa,v - Alorarade Wthchand Loads &xJthc,rn Prne. Sp xre-Prne-Fir arrl Flsn-Frr Lunbar - Dotrgbs Fr tarch OrL.ra SP i,., i lo r17 ll7 alt !o l& I lh rdrIm dlt e_. ityr&.l.hran ru $r r n rsuyr rE 'rh., rlr rfi a-{rjr ,l| mrdsP trl BRANOOW t JOHNS'ON, hrc STRUCTITRAT A CtVtL ENGTNEERS I tOS ANGELES NEWPORT BEACH 23 BRANDOW A JOHNSTON Sopaa., St oig-fi.' F.at or,9 S,.t t tt I!clnc., Osrd. 1, Ioio-{F * o a! .E I l! ! i ct aaut ? E = Io(!l f.atl! I n rllt ,l I L-rrr{h.t I tll-t IrI ndr{rE *|lEnw.l o.d't l..ut'. W'r lD I(r..i'' v&.. W (D,/rn.)