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<br /> ATC Hazartls by Location GTS HUMIDIFIER LX SERIES OUTDOOR ENCLOSURE J mo
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<br /> fr ^ O mearc rvaerm MLoraxba w,ebgre well am be apamea ro wppon ascE 7-2z. A los: Gunderson Building Humidifier JOB/- SHEET
<br /> ogy GunCerson euiltling ONAumitliJier o
<br /> 1� �1 SHEET NO.: OF II '1 �a
<br /> LIT Hazards by Location utcurATEo Iry ES TE 09/15/24 FIGURE 13-1:OUTDOOR ENCLOSURE TOP VIEW
<br /> CALCULATED BY: ES GATE 09/16/24
<br /> k' Search Information j CHECKED BY: DATE B
<br /> ro / STRUCTURAL STRUCTURAL "."ET NO 24297
<br /> NPROJECT Na. 24297 Atltlresa. 3927RuckerAve,Everex WA9e2ar a 202R oa ,� H
<br /> D°ara,ama 4T9eaa7a412221on5aa
<br /> E'm'°ta =C3 x, r11, gk s_. , ExirforamndardareaT°inlet rvemaerienrena
<br /> w aeE.e '°ta Fs,sst� SEISMIC LOADS ,
<br /> � .2 I PROJECT INFORMATION \
<br /> ETi 2a24ns1TFFV`D42.I.z - ;� - ASCE716 Sec.13.3
<br /> xa:em Trre wnd raarx - \^��'_ Seismic Demands for Nonstructural Components GTS humidifier LX series
<br /> Go gle NON ISOLATED ROOF MOUNTED COMPONENTS I Dv
<br /> se ott(e " Anchorage Design \ ti C""i"';",
<br /> ASCE Its ASIDE 7.10 ASIDE 7415 SEISMIC DESIGN FORCE FORMULAS Exit for eptionaI:ream owlet- \ \ IIII IL
<br /> veer - 67 mph veer - __--72 mph ASIDE 7O61nd Bpeed -85 mph lhrough Pipe chisel T TF L �qa°ass panel door
<br /> MRI rear _ _____74 mpn ¢rear.__. - -...._.79 mph
<br /> Fp*=0.4 ap*Ip*Sds/Rp*I1+2*{z/h)I Wp*0.7
<br /> MR150-Year._._ _-._-__-_78 mpn MRl sbvaar__.. ph \ '\_ -._____._esm `. �, Plpe chase
<br /> Fp in=0.3*Sds*Ip*Wp*0.7 Heeler �
<br /> MRI100Y r B3mph MRI1WYVr_ -s1 mph
<br /> -_--- Building Codes r� T rT-- � w
<br /> Cate9oryn 110 mph
<br /> Rex Cmego�yl_ _____92 mph aakc°reg°,y - _100 mph 2018 IBC Fp max=1.6*Sds*Ip*Wp*0.7
<br /> R orriid,-bg 1-. 98 mpn - - -___ ASCE 7-16 Flpe(by'mstolle,l
<br /> - - - - Vertical seismic=0.2*Sds*Wp*0.7 0.7 raRormranpwable so-ess aesg, LJ 1h ��1
<br /> N ` 1
<br /> Risk Cmegorylll.._.........................105 mpn Riikcarag°rr,III IV.....................115 mph Seismic Design Criteria I,Fo
<br /> Bek Cmbgory lv_-.-.... 1.mph Ss: 1.270 1
<br /> Site class: D INPUT DATA E
<br /> ere oo Norrenaabnrsrars s.msa;amem,ranrs ro ma ve;aas watrceu„aanon n,�as mace a^nag ma auarg�eaadoAgo^aroeass.uses s+srmrmnmm a^r SDS: 1.016 1
<br /> oar ar ram romrrem w raoca r,rm,;y rvaw„awsamxon neroeoromom'np wxn aovy,. Access pone)door
<br /> r ,ra Praaaarmre ftIe,.AT brmrro, s aa BR.-upPMMd1 ds1AE zzz. For neoprene isolated ground mounted components op=2.5 and Rp=2.5from ASCE 7-16 Table 13.6-1. � F LD A1rlmake� cn� C
<br /> `< Disclaimer N
<br /> m ap: In-Structure Component amplification factor42�5 DIMENSIONS Z
<br /> g. , Sds: seismic coefficient= For outdoor unit weights,see Table 8-1. ws,eerwln i,.p dbb 'b b,u^,bees ins- a deerml"bn.,I——m rep,g 1m Yvaeq whelter p,naHrla wn¢mere,m be wUhln bwInd-bbmb,bme Ip: importance factor= For clew eFigure l4-2. wds
<br /> Rp: component response modification factor=o nemm r,en ATC an o�krvo, Mier mr component attachment elevation from grade=m m arspwr sn a nm bsensaa or mliaawren�sce ,xla appaago,wxhow�smprestsma,a�nin m,as,a ramkam,orwmay,saikgliya,asppoaablrnyytya,areaarsreomsretlh: structure roof elevation from grade- z/h= 1.000 N teal
<br /> a� Arc doesnor line„merme use or mislmotneno,replbce Wesou„lu,gmem aelwh comperem pmrw.bih,harms Ypeee"ce and 1-10geln me new el tXSO,IX-75,IX-100 IX.150 U6200,D6250,U6300-U(500,U6600 F
<br /> Q e tress,ana applvin9 me resuneq Na report provitlea by this websim.0 cip ion nches nches -hex -he' C1
<br /> Des r r Q
<br /> R Mls webslmrusumbe ell liaNliy arising lromsucecF usenUsz of rho omputa Ml swebsik tloes not imply eppmvN by the goveming Oulltling wtle bbtlies respmsibletor bulltlmg ob,alepproval r- O-0R ana ixe,t mr the Wuaingelra dascahae by larNA..nglwea intone�In rbe It h. A Enclosure length 36 914.4 45 1143 57,35 1456.59 57.35 1456.59
<br /> m.0T CALCULATIONS
<br /> 3 N B Enclosure width 27.35 694.7 27.35 694.7 27.35 694.69 39.10 993.04
<br /> Zin3 C Enclosure height 57 1447.8 57 1447.8 62 1574.8 62 1574.8
<br /> N Fp*= 0.356 Wp
<br /> D 2.05 5202. 2,05 52.02 2,05 52.0 2.05 5202.
<br /> as m Fp min= 0.213 Wis pipe eh-Poslthen E 6.51 165.28 6.51 165.3 3.05 77.4 2.05 5204.
<br /> lv 2 Fp max= 1.138 Wp g
<br /> N n F 7 177.8 7 177.8 7 177.8 10 214 47
<br /> A N Pipe chase sire D
<br /> Fph= 0.36 Wp controlling Fp (ASD) G 11 279.A 11 279.A 14 3555 16 4064 Do P-
<br /> W w
<br /> H 6.46 164.1 6.46 164.1 9.17 211 1.965 227.61 K ED
<br /> SfeoT pipe posilion r r
<br /> 1 22.77 571.3 20,83 529.1 22.16 562.84 31,46 799,36 to
<br /> Fpv= 0.14 Wp (ASD) D, of 0O
<br /> K Curb height 14.0 36.0 356 914 14.0 36.0 356 914 14.0 36.0 35fi-914 14.0 36.0 35b-914 w w
<br /> L Height to botrom of Aue outlet 48,35 1228.1 48,35 1228.1 1 49.49 1 1257 46.65 1184.9 a a
<br /> Illlllaa
<br /> Page 9 of 24 Page 10 of 24 Page 11 of 24 Page 12 of 24 --
<br /> ATC Hazards by Location
<br /> GTS HUMIDIFIER LX SERIES OUTDOOR ENCLOSURE ATh".sbhe k�aa,ma^�Aa„_bB,�b,ww .Pee-
<br /> FIGURE 14-1:OUTDOOR ENCLOSURE TYPICAL INSTALLATION FIGURE 14-2:LX SERIES CLEARANCE RECOMMENDATIONS L1TC Hazards by Location WIND ANALYSIS FOR HUM-R-1,2
<br /> OVERVIEW (OUTDOOR UNITS( �/J
<br /> Outdoor Unit
<br /> Search Information J
<br /> ASIDE 7-16 WIND:BUILDING DATA: _
<br /> 36^1914 mini Aaareaa. 39z7RuckerAve,Eyemn,wnee2ol 202ft Basic wind speed(3 sec gust)= 110 MPH
<br /> 1 36"(914 rhTI cooml,mea 47.9eanea.,2z.2,oasaa m Bak:r SMovaalmre Exposure B
<br /> Sfeom oullet to /L/\ �� ENvn on 2o2X w- Ed Nations tares[ g
<br /> BuildingRoof Height H= 40 ff
<br /> ft.p AHU 36^1914 TTI T z,zaus,7me e,znzaz 75 7)p _ Component Shape=Square W
<br /> Fh,e vein- 'sper5 on ti n�mmp r _ Component Height h= 4.5 H
<br /> \ 1a Trpa 'QPa k ��--r-~� Component Width W= 4.75 ft (��� �mnaa Daanmem Asae�,B +�Coogle I_ °tiPe' Component Depth� 3 ft
<br /> Risk cmegori 11
<br /> o spa thee.: Dd ft 29.5,Design Wind Load on Other Components Z Z
<br /> ycl� Q
<br /> Plea chase 3 Basic Parameters F .0 2 C,A, (Eq 29.5-1) J
<br /> 36'(9t a TI for � 36'(914 rem) Nile Vane P t Ht.z at the centroid of area At= 02.25 6 ft Kn Ka V2 (Eq 29.3-1)
<br /> a" - Deaea tie
<br /> GO LX50 threagh tx-1 so r.z7 MCE,gmbna Tgkt OeaoiI Exposure coefficient Kz= 0.76 29.3.2,Table-29.3-1 Z
<br /> P'Pi"9 S
<br /> 5a^(t 372 mini for s ou g ,a mo Topography factor K,t= 1.00 28.6.2
<br /> LX-200 through LX-600 db,(reebd=,as) Z O
<br /> q, r �su sce xce Directionality factor Ke= 0.95 Table 26.6-1 L
<br /> sea m maa�aaba�aaaslaraga,.reke Occupancy Category= 4 N w r
<br /> v -Electrical s,a, xii sire moem-Pamml ac.Berle"vaNa q= 2236 psf LL 2i QJ
<br /> Flea ro,de,sme dram -HII connections .,n,_,� ,me N a .v eta
<br /> Be. - °met-lyre dV9 ve asA Gust Effect factor G= 0.85 26.9.1 W
<br /> Drain piping w p, 11 Numancseismn dI lab.I sA h/D= 1.50 >
<br /> SSee section 11.4.8 Force coeff Cf= 1.308 Figure 29.5-1 through 29.5-3 W
<br /> 1 1 I LJ
<br /> Design wind pressure,F/Af= 24.87 psf Q
<br /> -Additional Information Z J
<br /> lae J
<br /> Name Va ob-li /
<br /> 0 L- U
<br /> . . . EDC •null Sekmicdies,"eemgory 1 r W� J W Full toed Amps** FVII Lead Amps"" Fa 1.2 sire ampif a tacror at 0.2s Li
<br /> Model (Heiner Package) (No Heemr Podroge) aI'rg weigh Shipping(-Ply)weighs" R nun s
<br /> W Q
<br /> ire amgirvagonrxl„s„-oa Q UJ
<br /> 120V 60 Hz 230V SOHz 120V 60Hz 230V 50Hz Ih is IF. kg CRs 0aoa Coexlciemadsx(0zs) � O
<br /> LX 50 70 45 30 25 479 217 362 lbd
<br /> LX75 7.0 4.5 3.0 2.5 479 217 362 164 r o. eaexlaamof,s Oac Z 1 1 LL N
<br /> LX10 TO 4.5 3a 2.5 475 216 367 166 PGA 0.547 NICE.reek,nd accalamao, LL Q� �� LL-
<br /> LX110 7.5 s.o 3.5 3.0 629 285 421 191 Fasa 1.2 Sire amggicagon-or a,PGA C)
<br /> LX 250 90 55 50 35 914 415 564 256 PGA,, re. Sire modit peak groan,xceketion �/ Y `�+ I r L
<br /> LX-20 9.0 5.5 5.0 3.5 914 15 564 256 rL a r9pa o-ar*m'o,paroa Is) U
<br /> LU
<br /> LX300 9.0 5.5 5.0 3.5 916 415 574 260 EBRT x-m,gated grou"d mono,(a.SU 0'
<br /> • 0 • • • �DH 1007 Pmb dlllatka, _ H N w
<br /> IX500 16.5 8.5 7.5 4.5 1606 729 940 426 e.«�encemwycers)s M��r ��yq 2 D"w v J
<br /> LX600 16.5 8.5 7.5 4.5 1612 731 962 436 SSD a.e9a Famoraa aam,mmrsua aasalararm,-1h.(a2e)
<br /> *Add approximately 60901bs(27-41 kg)for packaging material. afar 945 Prmamlarr nix- ge g nen=um(t 1a1 ENGINEER: LAST REVISED:
<br /> Fp I lead aTpb Puled are to,the hPIrdihe,ana the encmame. - E SAHIN 10-30-24
<br /> S,UH 0.509 azara spectral accelemrion(2%probobillryot
<br /> exwedbrce in eayearsl
<br /> CHECKED BY: DATE PLOTTED:
<br /> SID aanaredid.aloe Maio
<br /> N/A 10-30-24
<br /> PGA, ,.z,3 F,oraedete,mmrsntaatelerarmn.aMe(PGA)
<br /> 'See Section 11.4.8 CAD: ISSUE DATE:
<br /> D LAMBERT 10-30-24
<br /> DoNo7axaanrma orrpmram aan ramp earn or�raax" on naamaap,xgrhab;mng�daaaaxapa e.Gwrsapa;aw,xmanr
<br /> oam�ropbra;tser mina rrna w;mX,arssarA„mtmrRawnsu,.,rsanst bsroaw^^ssm.,g aim eesgn. D N M .
<br /> 141- D-4101-77243205-00
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