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<br /> ATC Hazartls by Location GTS HUMIDIFIER LX SERIES OUTDOOR ENCLOSURE J mo
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<br /> 1� �1 SHEET NO.: OF II '1 �a
<br /> LIT Hazards by Location utculATEo Iry ES DIE 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 /> NPRDIECT Na. 24297 Atltlreae. 3927RuckerAve,Everex WA9e2or a 202R on ,� H
<br /> D°araanare. a795aa764 12221on5aa
<br /> .25[3 SEISMIC LOADS
<br /> Rk s.. , Exirforam,dardaream°ever rvemarrienrene
<br /> w aeE.e '°na Forasr� ,
<br /> E'BB°t PROJECT INFORMATION \
<br /> Erme.nmp x9xans17roe.ae.a2.15sz - V ;� - ASCE716 Sec.13.3
<br /> Seismic Demands for Nonstructural Components GTS humidifier LX series ,I /
<br /> Go gle NON ISOLATED ROOF MOUNTED COMPONENTS ' Dv
<br /> Anchorage Design \ ti C""i"';"
<br /> ASCE Its ASIDE 7.10 ASIDE?5 SEISMIC DESIGN FORCE FORMULAS Exit for aptio,aI:ream owlet- \ \ IIII IL
<br /> veer - 67 mph vear - __--72 mph ABLE 7051nd Epd -85 mpM1 through Pipe chases T TF L �qa°ass panel door
<br /> MRI rear _ _____74 mpn :rear.__. - -...._.79 mph Fp*=0.4 ap*Ip*Sds/Rp*I1+2*{z/h)I Wp*0.7 ��\� I. ,
<br /> MRl50-Year._._ _-._-__-_78 mpn MRI sbvaar__.. Ph \ '\_ -._____._esm Plpe chase
<br /> Fp in=0.3*Sds*Ip*Wp*0.7 Herne, �
<br /> MRI100Y r B3mph MRI1W _ -s1 mph
<br /> -_--- Building Codes
<br /> Rrek cmegoy caregoryn 110 mph 1_ _____92 mpn aekcaregon• - _100 mph 2018 IBC Fp max=1.6*Sds*Ip*Wp*0.7
<br /> iskcaf
<br /> Regorr l-. 98 mpn - - -___ ASCE 7-16 Flpe(by'mstollenl rl \ o
<br /> - - - - Vertical seismic=0.2*Sds*Wp*0.7 0.7 raRormralmwaBleso-essaesTs, LJ Ih ��
<br /> N ` I
<br /> Risk Cmegoy 111.._.........................105 mpn Rhik CBreg°ry III IV.....................115 mph Seismic Design Criteria I,Fo
<br /> Bxk Cmagb,lv_-.-.... lax mph Ss: 1.270 1
<br /> Site class: D INPUT DATA E
<br /> are oo Norrenenanrarara o.mpvamemnanrs ro ma vemaa o.anrceu,raanon n,�ae mace a^nag ma wuwagaeaaooArm^Am:aaa.nears ampmrmenm a^r SDS: 1.016 1
<br /> oer Br ram row Y. w reaaa ar;m,ny rvaw,¢awsameort nero eprocaam'np wxn aasiga. Access pone)door
<br /> Praaserlue ft-Aro-ermoaeen waeerre Be-a PMMdnap 1AEoczzz. auumx. For neoprene isolated ground mounted components ap=2.5 and Rp=2.5from ASCE 7-16 Table 13.6-1. F LD AIrImaka� cn� G
<br /> Disclaimer rn
<br /> ap: In-Structure component amplification factor= 2.5 DIMENSIONS Z
<br /> e Imager.PerASCE 7,islands and coaxal areas 0areida me leer conmmsM1ogd axe me O
<br /> Sds: seismic coefficient= 1.016 For outdoor unit weights,see Table B-1. y
<br /> g eneerwmtl-borne sabre raga bppntle,lea,me reed gas ermmamnyaenalnxemmptlg Im ova ern wnerner p,naHrla epnemeretlmbe wmm�awlna-bpmetlebre Ip: importance factor= 1 For clearances,seeFigure 14-2.
<br /> Ed
<br /> M°enremous te, as nron�a mwm shall be e.am�netl,or°nuaual wind�ntlmo.w Rip: component response modification factor= 6 _
<br /> g g D ern rren arc an buiyo, bioy mr 1: component attachment elevation from grade= 1 "
<br /> report sn�a nm bee°sea or mliaa po ms cey Petl lra app�aaeon wxhom�oml�rem axan,in m^band nfk hmim..m,-biliy-d appoaahlrnyy by anareaers oremharea h: structure roof elevation from grade= 1 z/h= 1.000 N teal w
<br /> ATc aoesuor lmentl merme use or mislmoananonreptace Wesountl Wdgmammslwhpomperampmresston semals.heOingexpehancaanbxrowletlgelnmell.or Des Lion lXSO,IX-75,IX-100 IX 150 U6200,U6250,1X300-U(500,U6600 Q
<br /> rmiig antl applVin9 rM1e resuxsmrM1e report Drovitletl by this websire.U e mar
<br /> Mlsnwebslteressumbe a%I liadliy arising it°msu�ch useuUss of rho ompuf of Ml swebsik tloes not imgy eppmvN by the governing bulltling wtle botliesrespmsibletor bulltlmg%otlalepproval p•I p nches ThIT napes napes napes
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<br /> and imrsastonmr the wua se ingslra dedbad ariw by ldanonglwde locanan In lne report. A Enclosure length 36 914.4 45 1143 57,35 1456.59 57.35 1456.59
<br /> CALCULATIONS B Enclosure width 27,35 694.7 27,35 694.7 27,35 694.69 39.10 993,04
<br /> C Enclosure height 57 1447.8 57 1447.8 62 1574.8 62 1574.8
<br /> Fp*= 0.356 Wp
<br /> D 2.05 5202. 2.05 52.02 2.05 52.0 2.05 5202.
<br /> Fp min= 0.213 Wis pipe ah-Poslrian
<br /> E 6.51 165.28 6.51 165.3 3.05 77.4 2.05 5204.
<br /> Fp max= 1.138 Wp
<br /> F 7 177.8 7 177.8 7 177.8 10 254 Ed
<br /> Pipe chase sire j
<br /> Fph= 0.36 Wp controlling Fp (ASD) G 11 279d 11 279d td 3556 16 4064 Do P-
<br /> DD w
<br /> H 6.46 164.1 6.46 164.1 9.17 211 1.965 227,11 K u)
<br /> Sfeom pipe position r r
<br /> 1 22,77 578.3 20,83 529.1 22.16 562.84 31,46 799,36 to
<br /> Fpv= 0.14 Wp (ASD) of 0O
<br /> K Curb heig Ff 14.0 36.0 356 91A 14.0 36.0 356 914 1140 36.01 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 AThreHab�m aafWan AGrv_aB,_-h,-.Pleawwnmmu=-read-
<br /> e The ATexaaardsby-wecekztoeepdafeaaeapwrtAscE7-n.
<br /> FIGURE 14-1:OUTDOOR ENCLOSURE TYPICAL INSTALLATION FIGURE 14-2:LX SERIES CLEARANCE RECOMMENDATIONS 0C Hazards by Location WIND ANALYSIS FOR HUM-R-1,2
<br /> OVERVIEW (OUTDOOR UNITS( �/J
<br /> Search Information J
<br /> Outdoor Unit a„ ASIDE 7-16 WIND:BUILDING DATA: _
<br /> 36^(914 mml Aaareee. 3927RuakerAva,Everee,wne52o1 Basic wind speed(3 sec gust)= 110 MPH
<br /> 1 36"(914 mm( coominmea a7.9eag7ea.,zz.z,0asaa 202ft m BaMo ker S aualmre Exposure B
<br /> 8feom outlet to /f/\ �� ENvn on 2o2It 7- Es Nations tares[ g g ft
<br /> Roof Height H= 40
<br /> ft.p AHU 36^[914 mm( r zozaus,7rge e,znz5z 7 5 7)p _ Component Shape=Square W
<br /> Flee vem_ 'sper5 on ti m�tamp r _ Component Heighth= 4.5 H
<br /> mryp' 'f Pak k ��--r-~� Component Width W= 4.75 ft (��� �mnae Daa,mem ASDe�,S +�Coogle �I �^""" Component Depth D� 3 ft
<br /> Rork cmegori n
<br /> o ski,thee.: D-ft 29.5,Design Wind Load on Other Components Z Z
<br /> y Q
<br /> U
<br /> F C,A, (Eq 29.5-1)
<br /> PIP.chase Basic Parameters .0 2 6 J
<br /> 5 36"(914 mmi Nama v4ae v a Ht.z at the centroid of area At= 2 25 ft Kn Ka V2 (Eq 29.3-1)
<br /> an Deaea tie (n
<br /> 36^(9t a m(far
<br /> cos LX50 fhroegh tX-1 so r.z7 NICE,gmenahm maaaa=oa) Exposure coefficient Kz= 0.76 29.3.2,Table-29.3-1 Z
<br /> P'Pi"9 B
<br /> 5a^(t 372 mm(for s oas g na mo Topography factor K,(= 1.00 28.6.2
<br /> LX-200 through LX-600 eon(paaoa=,as) O
<br /> q, r �su sre ace Directionality factor Kd= 0.95 Table 26.6-1 L
<br /> sea m fi��aaba�aaaalaraxan.reke Occupancy Category= 4 N w r
<br /> v -Elacnicol a., null BlmmodleedsPemml ecaelera,lo,Y.M. 0L 2i
<br /> q= 2236 psf QJ
<br /> Flue canden:are dram -Fill connections 0-` N a .v eta So. -,ms °m=°'°""'°Beg ems" Gust Effect factor G= 0.85 26.9.1 W
<br /> Drain piping p, ll Numancsmsmm a luem roe EA h/D= 1.50 > w
<br /> S -nu
<br /> So,S,dion 11.4.8 Force coeff C,= 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 a
<br /> �Addltlonal lnformatlon Z J J
<br /> Name V.- D soap ion 0 L/- U
<br /> . . . BDG •null Setsmtc beesin wrego, 1 r W� J W Full Load Amps** Full Load Amps"" Fa 1.2 sire ampmmae0n hector 10.2, Li
<br /> Model (Heater Package( (No Hearer Padrage) OpboaI'^g weigh Shipping(amply(weighs" F nun sire
<br /> W Q�/
<br /> amgnkaeon,xlor att-ax Q 0. U Of
<br /> 120V 60 Hz 230V SOHz 120y 60Hz 230V SOHz IF. Fg IIss kg Cos oaoa Coexlciemmrex(0zst � O
<br /> LX50 70 45 30 25 479 217 362 16d
<br /> LX75 7.0 4.5 3.0 2.5 479 217 362 164 , o.e95 caaniaem of d:k 0 ac Z 11 W N
<br /> LX10 TO 4.5 3a 2.5 475 216 367 166 PGA 0.547 NICE,peak ground acaalamuo, LL Q 00
<br /> LX 7.5 go 3.5 3.0 629 285 421 191 Pasa 1.2 Sim xnxrUxeon lxlor IPGA ��1.1/ Q W 0) (1 Q
<br /> LX 200 90 55 50 35 91d 415 56d 256 PGA, re. SIR motlifietl peak grountl azcerermion �/ Y `�+ I r 1
<br /> LX-250 oo 5.5 5.0 3.5 914 415 564 256 rL a re� aar*m'on paroa Is)
<br /> LX300 9.0 5.5 5.0 3.5 916 415 574 260 EBRT x-mralk gmura mono,(0.2a) � I=
<br /> • • • • seuH 1007 Probegllerlc as LU N UJ
<br /> IX500 16.5 8.5 7.5 4.5 1606 729 940 426 exawencemwycers)a4��r ��yd
<br /> 2°;w v) D
<br /> LX600 16.5 8.5 7.5 1,1 1612 731 1 962 436 SSD a.e9a Famoraa aara,minrseo aacalararmn.awa(azb)
<br /> *Add approximately 609 01be(27-41 kg(for packaging material. DI FT 9a5 Prmamlarr nsx- ge E nb,earn Cla) ENGINEER: LAST REVISED:
<br /> Fu load amp,haled are for the humldiher and the eneb-, - E SAHIN 10-30-24
<br /> S,UH r.S. exceetlerc azaraspecrralaccelermion(2Y.Drobabillryot
<br /> e in 5ayearsl
<br /> CHECKED BY: DATE PLOTTED:
<br /> SID 1.0 Faareraa a arermimwaaacarerataa.aloe n.or
<br /> N/A 10-30-24
<br /> PGAtl ,.x,3 F,oratldeta,mmrsenaacelerarmn.aree(PGA)
<br /> 'See Section 11.4.8 CAD: ISSUE DATE:
<br /> D LAMBERT 10-30-24
<br /> DoNGraxaanr�� orrp ram dart ramaarB oraraa;;aapnnaamaapgxg,hae;ang�aaaapxapa e.Gwm pp;a ,xrmanr
<br /> m,m�ropera;aaer mmu rna w;mx,a;oaa;Aex,^mraawngu,.,rsanon earoew^^aamag w;u�aeag,.
<br /> D ry M .
<br /> 141- D-4101-77243205-00
<br /> - - - - Page 13 of 24 Page 14 of 24 Page 15 of 24 Page 16 of 26 SHEET Nux1eER.
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<br /> City of Everett Permit Services
<br /> EVERETT Reviewed for Permit 11/08/2024
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