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Date:3/3/2009 ' <br /> 09-2271 Cnlcn/alions Pnckn�e Time:3:24:58 PM <br /> Page: 2 oC98 <br /> �L�t�� nS.i.�� ' � a:�rr.4. '.�.. <br /> e, i�ation ;s�,tr � ...;�.: <br /> Comnct hm Am�svung Prajac Oaing 3MG Ouilding Phaae I <br /> Name.Commcrciel Ucsign Cnnsultnmi I.LC ifuildtt PON�.OB-I153 <br /> AdArcss�.2221 li�<rttl Acrnue Jnbsite.3003 West Cssino Roed <br /> Suiic 201 <br /> Cily.tilnlr I.�ciell. 11':i.lim�9nn 9F_01 ('ii�.$Ieie Ire«tl. N':MMIlfinn 4%.n) <br /> Cuunip'. Ihiited tilmcs Cwmy.Countq�. Snohomish. l InneJ titmas <br /> lhis a to cenify Ihat Ihe oMve rt@rcnced VP F3UII.DINGS project hu Lecn designed fnr the er plicable pnnwns of the followmg Iluildmg Cede end m <br /> necordnnce with the nrder JrKumenB whidi hnve stipuleted Ihe fnllnwing eppGed rm�ironmen:el IoeJs end condiuons� <br /> Ora�ll IiullJing Dre�linn <br /> tihape Orernll Ovaell Flmr Arca Wall Aree Rmf Ne� Mu.f:eve Mm Gve Mue Rbo( Mm.Roof Peek <br /> u��mn i���n_ ��a n� (sa n> c5q nL ue� � �i�+�niz r��on en�n Fi��e�i <br /> �n+a -T �omiu � esimo � zsso 3257 1 zssv 1 wrvn i wroro L i 000.i:I ���=' ISi3�0 <br /> Lmde�nd Cndrs.tihapr.3 UG <br /> Clty: Gcereu Caunty: Snohomish Sl��r. N'a�hmgton Counlry: United 5lates <br /> ❑uildmg('odc 2006 In�cmaunnul Buildmg Cndc Ouilt Up�. OSNSC•ASD RninfalP.4(q mchcs per huur <br /> BuilJing l!sc 1?sumiel Pncihn Cold form�. MAISI-ASD <br /> Ur�d anJ Coll��rrd Lo�Je I.irt I.a�d <br /> Callalrrnl fimri�)'IS00 psf R�wf Cmering+Saund.Iked I.oed.J9:psl I.irt LaxJ 201K�psf Nn1 RedunAle <br /> Cullolernl UpGIY. IS 00 p�f freme N'eight(ncsumad for seismic)2.50 psf <br /> N'ind LmJ tinnw�I.n�J SrBmia Lmd <br /> N'inA Spced�.85 00 mph Hcwf Snow I.nnd� 25 00 psf Mapped Specvd Respnnse-Ss I:7DU°.g <br /> N'Ind ISx�sum(Fsaoi)�. C 10 N44� Iksign$nuw(Slnped��.25.00 psf Mapped Spectral Response•51.43.(q•6g <br /> I'nrts Pind Grpnsurc I`nclor 0 R49 Snow F.xpuu¢Cetcgnry(FecloQ�. I Fully Fxpnxd Scismic Ilvmd/Use Group.Group 3 <br /> (0901 <br /> N'inJ linclasurc.I[ndnceJ Snaw Impnnentt: L'.00 Seismic Importnnce. L500 <br /> �4'md Imp��rtance Paclor. I I Sp Thertnel Celegory(Fnclorl.Ilcaled(I.MI) ticismic I'erformance/Design Categon��.b <br /> 'Ii�poFrxphic F'nc�ar I.00Of� fimund/Rc�f Cnnvrrsinn�.U]0 Frumng Scismic Perind�.0 331: <br /> •�:Snow Ifsed m 5eismic:000 I3recing Se�smic Pericd�.OJ44Q <br /> N11�R'inJbomc Ikhris R<G�n Scismic Snow Lnad. 0.(10 psf Freming R-Fector:3.5000 <br /> ftnce Llevalion.0�0�0 �'nnhsimcted,tilippen R�af Ilncing R-Feeta�.315(10 <br /> Primen�Znne Slrip N1d�h�fi'0'0 Soil Profile Type.S�iR soil ID,4) <br /> Pans�Ponions 7Ame Sinp\lidlh� 1i0iP Diephragm Conditinn�.Flesible <br /> Hasic'.Cmd Pmssmc I S 1}�s! Fremc Redundency Fac1o�I 3000 <br /> f3ncc Redundency Feclor:l.3 W(� <br /> Fmme Selsmic Facwr(Cs)�.0.3629 z N' <br /> [lrecc Scismic Pecinr(Cs).0.3908 z W <br /> Per Anide 2'+m�he NuJJrr A��mrninn.\'P HwlAmgs a�sumc�tha�Ihe ItuilAcr hac called tha I,xnl Puddmg O(Gciel or fhojea Enginar to ob�ein ell code and I <br /> I��ndinp mli�rmsbnn for Ihn�pccdi<huddmF silc <br /> IL<stecl J<sign is in accordance x�ilh\'I'I1UII.DINGS stenderd Jesign pmcuca,wh¢h here Attn c�tnhhshed haced upnn penmrnl prncedures end <br /> �rcununend:mm�x nf Ihe folloe�mg nrgunirauons� <br /> Amcncan Institm<uf titod Cnnsiruction(AISC I <br /> :lnirncnn Irnn mid Slcel Inaiune(Altil) <br /> .Nncrh:;m U�ddmg SMic1y IA\I'SI <br /> .\n¢nrm S�x�c�y for TesUng end�leterials IASTMI <br /> ('mmdian Slandnrds Ass�xinlinn <br /> CS�N'S9-H'clded Stccl Cnnstruclinn <br /> 1 imii Slatr IXsign of Siccl Stmctures <br /> !.tcial IIuAJinF Alnnufnc�urars Associeuon IA1NV:\I <br /> \'I'BmldmFs is arnd¢d Fy. <br /> -tlA AfGO('cruficd IlReign enJ Menu(nnunncl <br /> - I�1t Appra�eJ fnhricnmr <br /> -��annAian\1'eldmg Pureau Div I CenifieJ <br /> \�P BuilAings hn�AesigncJ Ihe slnic�wnl siecl rnmponenl�nf Ilus huilAing m a.cnrdanca wnh Ihe 1{uilding Cod<,tileel tipecificauons,and <br /> tiianAards mdmnieA nhow 9ed cnmponenl5 nrc Jesigned uuhzing Ihe folluwing sltti p{eda unless noled olherwise: <br /> I ilr: liocine 3MG HuilJine �-- — Version: 7.1e <br />