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<br /> STRUCTURAL ENGINEERING Job:Lady Of Hope Gym u
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<br /> 8675 e.Caraway Road Pan Orchmd,WA98366(360)871-5433 FAX:(360)871-5633&Mail:chuokcwaQVenzoa.aeL ( IB K Five °N. N j
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<br /> February 11,2024 2517 Hoyt Ave,Everett,WA 98201,USA ""'"�' aea.n � C >
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<br /> Attach new unit to , � aL N
<br /> Boiler Replacement Wp Latitude,Longitude:47.9838046,-122.2095314 4 ,n I (n
<br /> new 4"concrete pad Fp @ CG —� `/ U
<br /> PSR HVAC and Mechanical Services forwith 3/8x4"Power-Stud14
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<br /> Lady of Hope SD-1 expansion anchor \ a W
<br /> 2517 Hoyt Ave 2 per side(4 total) y - 25th St- ,`da T`F"" �azl
<br /> FwF W """25[hST ....uo-oom Everett,WA TORQUE TO 20 ft-lbs Bayview Apartments Kate'sG�&Oh '. z roFa BACK VIEW L
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<br /> No special inspection H - ""'°` v--
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<br /> Fp=10.4aoxSDs)(1+2z/h) Wp embed 2-3/8"min (WI.-Doe.um m.N. ,..,m.
<br /> Rp/IP :N..o.a;oxNeeno
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<br /> Project Organization... 26th St s—NFTw.,ee N
<br /> ASCE 7 Table 13.6-1 ap=2.5,Rp=6.0
<br /> SDs=0.991 General Construction a Makario Coffee Roasters LQ"'r""'"" C0N"CTOX "�"`°"r _�
<br /> z/h=1.0 max _— _ Frying Lemon Fish WT _
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<br /> Fp=(0.4x2.5x0.939x3.0)Wp=0.50 Wp C70C;g1¢.. �I I : Map data 02024 m"` ,a., FroW6WmN
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<br /> 6.0/1.0 NOTE: The weight of new Boiler unit of Data W1Pd024,6:48:50AM >o.ee
<br /> oeet,Code Reremn;e Dboument ASCE7-16 •ab +���< mawroBT RIGHT SIDE
<br /> Fp max 1100#connected directly to concrete slab Risk Category II LEFT SIDE
<br /> =1.6x1.06=1.70 Site Class D-Default(See Section 11.4.3) sari 3132 N.E.133 ST
<br /> Fp min type vane _. oe.orlpnoo .. `. ov----;watt Seattle,Washington 98125-4423
<br /> =0.3x1.06=0.32 Ss 1.239 MCER ground motion.(for 0.2 second period) PO Box 27073
<br /> Use 0.53 S1 0.44 MCER ground dbn.(for 1.Os period) Seattle,Washington 98165-1473
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<br /> (206)367-2500
<br /> EMS 1.407 Site-modified spectral moraleretion value Fax null Bee Section 11.4.8 Site-modifie,1 pectral acceleration value (206)368-6856
<br /> Boiler Unit—1100N sM, �A "'v PSRMEML809C6
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<br /> L=68"W=33"H=41"Cg=16"above base(heat exchanger weight near bottom) SDs 0.991 Num r—ismicdesignvalue at 0.2 second SA TOP VIEW
<br /> Fp=O.5Ox1100=550#
<br /> OT(worst case) SSOx16"—0.6x1300x16—1760'N NO net overturning
<br /> SDI null-Be.Seoul-11.4.8 Numeric se design value at 1 0 eemnd SA SPECIFICATIONS
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<br /> Type Value D....iption MBTDH(kw) Olmen.lene-Inmealmm)
<br /> SDC null-See Section 11.4.8 Seismic design category Motlel FIHnO Flue Colley Amp. Appres.ah"'m
<br /> Attachment mpw ou�m Axneth w
<br /> Sh ear—3/8"CIS Power Stud SD-1 Bolt Embed 2-3/8"mIn-3250x.0.65x4=8450#OK IF. 1.2 Site ampliflostion factor et 0.2...no 91e9ec K Dm MLb''(Kg)
<br /> Use(2)3/8"dia x 4"Power Stud SD-1 Bolt each side(4 total). F, nwl-sea se;uon IIA.a Site amplificetlon reolo-t Lo.ebona ❑,tie r°e°enl �,) sT re ,mob ,e- ,a .: (eoe)
<br /> '.'PGA 0.632 MCEG peak ground ac,,Imd,n , rase ae,2 t2 , �
<br /> ❑,xe keel (alb) Inca) (aas) (ssm`
<br /> 3losepN rp FrGA 1.2 Sim—pluidationfactoret PGA ❑ass tsao , n 24.are ns Z
<br /> pry PGAM 0.638 Site modified k dexeleretion c Ibbal (an) WTaI label (ate) (ex)
<br /> ,c 3 pee ground ❑tabs; tbao 1 z et,re re-,a v° O
<br /> TL 6 Long-Periotl bansitinn period in sewnds (�1 N.9 (x,sl (ass) pt41 (ms)
<br /> SSRT 1.239 Probabilistic risk-targeted ground motion.(0.2 semnd) ❑mare ,2 LLJ
<br /> is`m`) (:) ° imoai 1.1ma`) aieI' a .n 1Ms°e
<br /> G.v,1L¢nOx :s.UH 1.37 Faoneed uniform-haDIN!(2%probabilityofexceeaanca in 50 yeers)spactrel ecoelamgon mrb nee ,o2,a 14 a1-tale tam LLI
<br /> SSD 3.426 Fedored deterministic aaelaretion value.0.2.e;ond ❑90 (bU7) (ma) Trace) lass) real `12 lase) W
<br /> 02/11/2024 ( ( ) a
<br /> SiRT OA4 Probabilistic risk-targeted ground mod-L(1.0 second) ❑tsar. leeel (sml " rmaz) Imel (sons ` lees) U 0
<br /> 31UH OA92 F9aforaa uniform-hasant(2%probability of exceedanoe In BO years)spectral oddaleregon. Without pump
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<br /> https://cwaco0sultants- I p c
<br /> m.share oint.com/ersonal/richard_ewaconsultants onmicrosoft_com/Documents/PSR SID 1.311 Factomaderermmistoameleretion value.(1.Osecond) NOTEs:m m.m,ar,ewmlarbm °.e...n..L..e.m..nib J J > °)Y P P _ ,.RM.. ,aaar.alOaTzml.D.mm..w.baaoa. Q a 0 <
<br /> Lady of Hope Boiler Replace 2-10-24.doc �PGA,1 1.141 Factored mtanmini,11eDommib,vawe.(Peak Ground Acoeleretion) za..°ima a.,.ml ea.P....mae-,ae-rne-mnwc.°a.nut.a pmrem.b=.rm..vmen-vlzre.am)wc. Q
<br /> Part No:241879 Rev.4 Ef thno:09-30.22 Page 3 of 4 U LU
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<br /> M—GHT NOTICE
<br /> THIS t UTIDESIGN IS AN UNPUBLISHED
<br /> NY UNAUTHCR ED CGPVN..
<br /> AND TO ."Al.IIANAGE.THERE.F
<br /> No. Revision/Issue Date
<br /> By
<br /> C.STONE
<br /> 3711/2024
<br /> IngN.mHALEY
<br /> 3/11/2024
<br /> P5835
<br /> .H.r M3.0
<br /> AS NOTED
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