|
MASONINDUSTRIES,INC. MASON INDUSTRIES, Inc. xN. wslPcnREPuc SEISMIC OVE RTURNING CALCULATIONS SEISMIC OVERTURNING CALCULATIONS
<br /> O.M.NGSKIN6 MASON INDUUSTR�IESINC. MASON4IND.UST EES�I...
<br /> ur.xt+c,u PROJECT CERTIFICATION rO "tl •,sn JOB NAME: IPC CT REPLACEMENT ww a JOB NAME: REPLACEMENT
<br /> vla°n x0Y3� I°V�c CUSTOMER: '.r HOSKINS CUSTOMER C.M.HO6KIN6
<br /> i[m 3 rn i5i%Ne_One �i'� -iix 3i6°I xn WFai6gr-0, LI{rLJM■I.D �..�.ua, ...,r _ -..a.�.�. C LU M/�C
<br /> DATA&TABLE OF CONTENTS EO NUMBER: :;,6°a �.x m.n. EO NUMBER: 3785�
<br /> Ftlmn (1) oso CT-1 EOUIPMENTTAGS: CT-1 Iga,ro,.I EQUIPMENT TAGS CT-1
<br /> BYPY20M DWG.NO:WF-37604-0101 BI2TI2024 7 SJ- 43C1
<br /> EQUIPMENT ANCHORAGE DETAILSSEISMICDE NF RN N TR C RALC MP NENT PER CET.16 SECTION N13.3.1 S COMPONENTS PER AS 1 ATE F TECHCOmPAxY
<br /> WSIPC CT REPLACEMENTAll units are In lDl antlinc„esl All unisare In lbl antl lnc„esl engineers fora Sustainable future
<br /> HVAC EQUIPMENT PROJECT DATA T. Ott. W 0ea1 Max.Com onanl Weigbl W°=12170 Ibs B.I.On Se;amicHorbonlal Force Applletl to Component al l„e Chncal Arrle,G 1.11.1, e.,Suhe 2210
<br /> PROJECT NAME:WSIPC CT REPEMENT nl Component Apl;I;celron Facor.a°• 2.5 ITeble 136-11 Seattle.WA 98101
<br /> LAC
<br /> EVERETT,WA MASON ED.NUMBER:3]6M " Carp nt Fwmnee.--0n Fecbr R°• 6.0 [Table 136-1) Maximum Uunn at Restraint Location M2: (+means no uplin) vnv</.9Mmac.com
<br /> PROJECT LOCATION:EVERETT.WA "- me'Desgn Ovemtrenge Faclorrlo• 2.5 [Table 13.61)for Concrete Anch pDesigns Only T.206.M.na.ger g,,.
<br /> Protect Ma :DeNayne Glenn
<br /> 8pectrel AcceleraOon,Sm• ,,,Oi 111.44I or par$l,UGlaral Plans (LRFD) o.B�-F-F Fpi rere•M1(DI` Fg'4ne•„ I/N\ .390 Job.No.:24U500135
<br /> CUSTOMER:C.M.HOSKIN6 AQ Ep�� Gomponem Imponence Fec1a,to• 1.00 11stslorpar Structural Plans 1 N tv \2/ b \2/
<br /> STRUCTURAL CALCULATIONS&DETAILS GOVERNING BUILDING CODE:ASCE i-11 pryW,f CanpN•m Hepnt ve.Mean Rool Heigh.nfi= 0.00 to ror Gratle Level a e-,lfor Roof Leven P•0AV- Fh oxe•M1 A F•.yre•M1 N
<br /> SEISMIC DESIGN CATEGORY:D Hoxzontal Seismic Foru ILRFD1:IASD Convereion Factor=on (ASD) PruMl N to •(P) b (2)• -6
<br /> MASON EO# 37604 S.:1.1m 2g FNI sp w.1.2° = 2zzT IED f317I MA-Comorosslon M Rastralm LoeMbn M:
<br /> (l Fa me•M1•N W. 6727
<br /> June 27,2024 t 0 b _iI (LRFD) ,,N T.Fx -T.
<br /> I
<br /> Fm•pa dab W.= 4W3 [ED.13.3,3] �OQy X © `• z•In aI= 'x•
<br /> Fp„=1.6 SpsLWu= 2,3T0 [EC,13.3.2] -FtlR 1Fpn'CoaB Wl Fp•me0•„.be.Fn.*S-N Wp
<br /> TABLE OF CONTENTS: 1 ` (ASO) u ' N + 2.1,. al° N 4833
<br /> ______
<br /> Y Fpx•SFB F.
<br /> - Frv,I9ovamirq)• 4pp6 Maximum Sheer Per Ras,rain[Lautlon:
<br /> EQUIPMENT TAGS: REF. REF.CALC - Horizontal Seism;c'G'-Retla• 0.33 (LRFD) Fo 1002 Na
<br /> L oA S CT-1 Al T1-TB 191� ' 1X P,=
<br /> 4" FW=01 SM Wr= zarz IE0.73.372I r I_ N
<br /> ELEVATION VIEW (ASO) P1Aso_FMlmpl� i01
<br /> CIIORAGE REOUIREMENfB: Component Seismic RestraintsS Gre lOwrlumino MOM: N
<br /> GF FG/s EP$Wv' (4)&1.0 MASON SASANCIIORS Seismic Reatre;nlrMaunl Matlel•DIRECT ANCHORAGE Concrete Anchorage Desi-ILRFOI:
<br /> F/ONNE' 41A•NOM.EMBEd.EM -INumeer asxamc nestr•im rant°_ 4 Fph•dIIB F,N
<br /> PSI MIN.N.W.CONCRETE Maximum Len9M Between ReatreiMa,br• 13] Client
<br /> e'MIN EDGE DISTANCE VY
<br /> .CONCRETE GEPIH Maximum IN VI Between ReMre the• M bt - - I Number of Anchors Per Restraint Location,n= 1
<br /> INSTALLED PER ICGF9 E8RJIX1i ComNnetl C.G.Hei9MdComlmnenLM1• 65 1 yr'_1 VX
<br /> N•(I -.. Na=Pt•0o' 9i6 lbs.
<br /> Im•12•(N-2)`�: 1BT69
<br /> , Vy.Pa.cos0•S10• 2331 roe.
<br /> Prepares By �,.N.y2= all, Fpv FpW-U
<br /> __ _..-..-..-..-.. 4 Vx.P..sln04�rM e19 Ibs.
<br /> MASON INDUSTRIES,I,mNC. Il Irr•0. "2�Q•Ten•11� 03B retl IReter to Concrete Anchorage peslgn 3oitware Anaylls ror Anebor 3elaetlons antl Results)
<br /> m n a Pm „ceN m�I„.a mP a °Ia °2 21.61 tlp W S I P C
<br /> nagm° „epaar corlbnlw6nen paae Inspired by education.
<br /> 3 al' moron�nNMe s��Mng ^ ^Ilµa�°v�a InUum,es.lru.n°II nor azzume rezparaiGliry ror
<br /> FIAN WfW OWN BR DWG.NO.WF-318M-01C1 OWN:BR OW G:.W F-3i604-01C1 Empowered by technology.•
<br /> mmeucaon p,wm,M1e abremeneonea ppmvab. : :
<br /> DATE:62T2024 sTeWatCt newntct
<br /> aR TA Ar WF�T60F01 ulrerua.to35.0a Tr upeetea:to.zs2p T3
<br /> ®' Anchor Designer-for �Anchor Desi for aru m WSTRIas D.er. ers �Anchor Designer'''for ca'rw• �Anchor Designer^`for SR �Anchor Designer-for
<br /> gnerTM
<br /> Concrete Software Concrete Software CanIT Software Concrete Software Conoret Software
<br /> v.rmn3a.z4M., I v.,aan 33.z4S. I v�Hn sa2m4.1 I v.r.;nn 33.z4p4., I vp,4n 3.3z4p4.,
<br /> Project
<br /> ,.fmwas,»s9ae g,rea err. o
<br /> �eexrgrm.Tr,O6:CT-t Cmnmr,A N-lel au•roM ce,INT�IIeI" auH
<br /> denem"m`n e°•t0[ 2sfio 0.)5 nzl5 v_�m Sb v_lel
<br /> P••neba N msems, Anebm nTans 063 „ ,.0 0.% T65,
<br /> tt Ma are n°uctl'M 8 vrN°IE4-Pe) care•werrae m.rwn°ra•NwwM..,e.°•a•
<br /> WSIPC Cooling
<br /> pm aP1A/ip•u,r r' .rm:ryepo-may.a 1 Tower Replacement
<br /> mm4x4wwmmn.rmm A1,neraon,ma e=Nw..xm.°.ee.... sw•pzsaw 1 .+. 1111111 El ) I2121 W.sml a n1p41 v.pel
<br /> ). 1 c e A°" °ye " k 1�1 2T r 1 000 r.o° ,.000 s Ibl nee a;w.ubl ' Everette,WA no Road,
<br /> r
<br /> mm pwN,Nrtmm[ams N v..not w sz sz m a v.vzK.,./Aww.+Y<.v..v.IsecpAlarp.°apt wmml
<br /> cEs esaaon amra�„re;:::o��i�"�;rFn'a° v.,net p ..v .zssz t°s.m zm.w t.mp ,.pm ,.m aws o.Tp nn
<br /> mme°rvt ��.aarcnnemeni.xmepmmae wtNm M•rmmdAr�aw, walar raw.0mm
<br /> O 0zsWw-sisa.<.uur</zraores4n.ou.EaD cNN Rwam'n llsa�:v Z Ms. O to tm 5N2m) r.lpel O50 OM OwTaW4(•1 4Ar=•J4m•aaeF adMtlen:
<br /> lI L.4as
<br /> i, 30m ,s -wM14/4•Y'•4.+•:ro. v.:rm:ilra.Oaaa rq.0a41
<br /> sue.mike l- 2- I 1 4.Ip ,. 9300
<br /> r.041
<br /> sre2.Nwn.4.ta I,oxrml �•AI2Kn./A,..1'A••'✓•+'><•v.lsx.Rat a rq.oapli.m
<br /> Esn.
<br /> Am.m 2M.m1 ,.m0 t.0.N T323 B3DB 0.]0Tlel
<br /> 00 7.U� M.x..-w.la./a,.lv.,,v wrelsc Oat ara.p+ol
<br /> 1 A..•'1 IM..w ay.ml
<br /> n,.>,°r Hmml� v�ml � v..ml vYv-WWgyNI 11mn8 mum T.w.
<br /> sum 17e0 aMa -2s12a a5ma M`�"' _
<br /> seaH ls-L Om malwut m(C-1
<br /> u,s0el:o wuwt aM .11 0.M Paw
<br /> 4L4
<br /> Y e.IHmk o.m vlel ssnrpn.rv•ryl
<br /> zuz• r�„o-mv n,�wn ^vm.en(Tom _
<br /> Car,..r•er•+Iian,ry 2mT r- 011 P�Nlowepul
<br /> Rry nee
<br /> x e•Gi, OW 0. °
<br /> wroereA Nrnrewt3T No••nI preen me uI«,m aeslpn cHNHa.
<br /> w«Nax,wn..Mw.»x•4•w.a Pww»m«N m.mw«,w.N•w.
<br /> n .4 Ta Te n ©2014-GLUMAC ALL RIGHTS RESERVED
<br /> THESE DRAWINGS ARE THE PROPERTY OF
<br /> GLUMAC ARE NOT TO BE
<br /> Anchor Designer^'forUSED OR REPRODUCED IN ANY MANNER,
<br /> ®Conaret-SO t-reSR
<br /> SR Ss > WITHOUT PRIOR WRITTEN PERMISSION
<br /> Iss
<br /> JRevisions
<br /> a,��"Ps,"°a,Mr.,.wn,.wwtrmx.r rew e.M 4.r«mewwe.rwrw4-a..N"e,mwrM. # Description Date
<br /> P• ,n e°miry regvwmernmracear luw Been arurmwxmcevusnea-araenermwrM.
<br /> Oere9errm4 enrmep N Imr•e•eM °p W au�reiwmnpnmumma. O
<br /> SHEET TITLE'.
<br /> W STRUCTURAL
<br /> V DETAILS
<br /> Z
<br /> W
<br /> W
<br /> WDRAWN BY:Author
<br /> LL CHECKED BY:Checker
<br /> MW SHEET
<br /> N00�
<br /> M4.1
<br /> 0
<br /> LL
<br /> N0.24US00135
<br /> Construction Documents 2/19/2024
<br />
|