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CWA .SP S, CONSULTANT. <br />STRUCTURAL ENOLT N S. .S <br />USGS web sarncee ware down for some period of time and as a result mid Tod wasn't 'Personnel, "'king in limaout enar. <br />USGS web aeMaea ere now operational so this tool h,,Id work as expected. <br />BUILDING CODE CONSULTANTS <br />9675 E. castaway Road, Pon Orchard, WA 98366 (360) 871.5433 FAX: (360)871-5633 E-Mail: check.cwe@verizon.net <br />OSHPD <br />y <br />October 6, 2023 <br />HVAC Roof Attachment <br />tt <br />Fp @ CG Will <br />PSR HVAC and Mechanical <br />2729 Colby Ave <br />,,I to new Curb with (z) #10 <br />each side arld each end. <br />Everett, WA <br />curb fo sleeper with (2) 3- <br />each side end each ell <br />EE <br />Fp=(0.4aox5Ds)(1+2z/hl <br />Wp zxa@z4^oc <br />Rp/Ip <br />a side over 3 rener min. <br />crews to zxs rener <br />ASCE 7 Table 13.6-1 ap=2.5, Rp=6.0 zx1D ®z4 oc <br />SDs = 0.994 <br />canned zxs raNer wl zx10 <br />z/h = 1.0 max <br />ceiling joist below w12M - (4) <br />Fp = (0.42.50.9943.0) <br />Wp = 0.50 Wp } 11d nails aleaoh connection @ each sleeper contact <br />6.0/1.0 <br />I <br />Fp max <br />NOTE: The weight of new AC--491#. See <br />=.1.6x1.06=1.70 <br />attached for support. <br />Fp min <br />= 0.3x1.06 = 0.32 <br />Use 0.53 <br />HVAC Unit -491# <br />L = 49" W = 42" H = 36" Cg = 12" + 14" Curb 26" above sleepers <br />Fp = 0.50x491= 246# <br />Wind X =.85x1.3x(4x3)(13) = 172# <br />Wind Y=.85x1.3x(3.5x3)(13) =123# USE 246# for all tales <br />OT (worst case) = 246x26"-0.6x491x42/2 = 209"# net overturning @ exist curb <br />Attachment <br />Connection of new unit to new adaptor (18 ga)-#10 TEK screws = 404# ea <br />Shear - 246#/404# = 1.0 <br />Overturning Withdraw = 0 <br />OTM -1 @ 145# <br />Provide (2) @ each side and (2) @ each end. OK <br />pps 1osEry <br />p1. WASH k/( <br />?iv! <br />t � <br />d4./ RAL1MCs)VS\ <br />ONALL•N( <br />10/06/2023 <br />RAWow Fila,O,niiga CliemsTSFRPSR Colby Ave Everett HVAC 166-23.Cod <br />Beall pout Lower ib <br />Loads <br />Main Span = 13.0' (plf') 55 SS <br />Trib Area = 26 sf <br />LL Reduct @,. Reaction 10 <br />( Lid' ) 4'N 411 <br />File Name 4'N <br />COLBYAUE. QU1 <br />S }lean <br />(Lb.) <br />Use 6.° <br />2.10 DF-L N2 it 1.5 qli <br />Bread 11:4 Hills <br />F•vi(al1>= 166 psi Moment <br />SMMax _ 1.5 ft- (ft-k) <br />fb = 2 psi <br />Fb(al1 )- 90a ps- O� <br />MOIDe 99 in^4 - <br />7L Def =L/ 547 <br />Camber- 0.16 in <br />Deflect <br />(in) <br />2729 Colby Ave, Everett, WA 98201, USA <br />Latitude, Longitude: 47.9807943,-122.2081409 <br />529 _ _ _= _-., __-529 _ -. - _ <br />-� SafelifeAufoGlassQ <br />Everett Public Library Village Theatre a <br />PAt Large Brewing c a. G <br />&Taproom y •i G <br />®Sno-Isle Food Co-opo <br />' Funko EverettQ <br />a Volunteers of America Q <br />The Loft Coffee Bar Western Washington <br />e <br />Go::gle Map data 02023 <br />Dale <br />Design Coale Reference Document <br />Risk Category <br />site class <br />Type Value <br />as 1.242 <br />S, 0,441 <br />Sus 1.0 <br />SM, null Sae Section 11.4.0 <br />Sol 0.994 <br />So, null See Section 11.4.8 <br />Type Wilds <br />SDC null See Section 11.4.8 <br />Fe 12 <br />F� null -see Section 11.4.8 <br />PGA 0.633 <br />FpG 1.2 <br />PGAM 064 <br />T. 6 <br />SsRT 1242 <br />SSUH 1.373 <br />SID 3AN <br />VIRT o.ddt <br />sluH 0,40 <br />SID 1.325 <br />PGAti 1.149 <br />1016Q023, 6:02:42 AM <br />ASCE7-16 <br />R <br />D- Defauh (Sea S•illea 11A.3) <br />MCER gneand motion. ((or 0.2 second period) <br />MCER ground motion. (far 1.0a period) <br />Sita-modified spectral acceleration value <br />Sile-modified spectral acceleration value <br />Nomedc seismic design value at 0.2 second SA <br />Numer c se am c design value at 1.0 second SA <br />waonPtioo. <br />Seismic design ralegory <br />site amplification factor et 0.2 second <br />site ampli8wtion lactar, at 1.0 sacond <br />MCEG peak ground acceleration <br />Sde amplificaton ]actor at PGA <br />SR. modified Peak ground accelarstion <br />Leng,penod Vartift, pineal In seconds <br />Probabilistic risk -targeted grouts notice. (0.2 second) <br />Factored unhorm-hezard (2% probability, of excaedance In 50 years) Ha cbal sccel-ed <br />Factored deterministic a=t,,ti,n value. (0.2 second) <br />Pmbabinsue nsk-mrgeted ground motion. (1.0 seeond) <br />Faltered unilonn-heza d (2% IXobability d exmedenes in 50 years) spectral a Issiton. <br />Factored determinist acceleration value. (1.0 second) <br />Factored deterministic acceleration value.(Peak Ground Aced-lon) <br />Roof Joist Upper <br />Beam # 2 <br />Loads <br />Main Span = 11.13' (elf) 22 22 <br />Trib Area = 26 sf --'- ' <br />LL Bed,= = By. Reaction 10 <br />( Lbs) Iq;: 1q3 <br />File e Name <br />COLBYAUE.QUl 143 <br />Shear <br /><Lbs) <br />Use: 6.0- <br />2x6 DF-L #2 5 143 <br />rdd = 0fe6in a12 <br />Fv90 / - <br />psi <br />Moment <br />MM.. _= 0.5 ft-k Cft-k) <br />Fb<all )= 900 psi d <br />HOE _ <br />MOI - n^9 - <br />LL Def =L/ 720 1 <br />IL Def =L/ 328 <br />Camber = 0.39 1. Deflect <br />(in) <br />E <br />pp dc <br />O, dc <br />N <br />V <br />E gPI <br />PI <br />a� N <br />ry m <br />O a <br />c o a <br />v E Uo <br />a,0'_-° on <br />WT3�v° <br />2 <br />v�uar�•1 <br />� <br />r6 <br />a a s N A <br />.. - <br />Ca' 9 <br />.-I <br />ad .. m�ad a <br />DP.I <br />a <br />min 1: <br />as <br />etiCIL <br />`omy <br />d �z <br />- d way <br />33 <br />mom- <br />0U3 <br />w1g <br />2V;1 <br />a 'AA <br />a er z 8�°� <br />'aNd <br />1` udn. <br />Product Specifications <br />MODEL <br />4WCC4029E1000A <br />mTEDVOId/PH/Hz <br />208-230/1/60 <br />Performance Cooling BTUH UI <br />23800 <br />Indoor Nrflow(CFM) <br />770 <br />PawerIm,d1 KW) <br />2.og <br />EER2/SEER2(6nl/Welt-Hr.)ad <br />II.00/13.40 <br />Sound Power Rating[dB(A)] la <br />66.4 <br />PERPORMANCE HEATING <br />(High Temp.) BTU. <br />23200 <br />Pawsrin0ut(KW) <br />1.95 <br />(Low Timp.)STUH <br />14700 <br />pe-Input(KW) <br />1.78 <br />H5PF2(EMKIWatt-Hr) <br />7.0 <br />POWER CONN.-WPh/Hz <br />20B-230/1/60 <br />Min. Brch. Clr. Ampi dty lei <br />20.6 <br />Fuse Sill -Max.(amps) <br />30 <br />Fuse size-Recmd.(amps) <br />30 <br />COMPRESSOR <br />SCROLL <br />VOLTS/PH/HZ <br />208-23011/60 <br />R.L. Amps -LR. Amps <br />12.8/58.3 <br />OUTDDORCOIL-TYPE <br />SPINE FlN <br />R IJER.I <br />2/24 <br />FaceAndiI— ft.) <br />13.32 <br />Tube St. (in.) <br />3/8 <br />Refrigerant Control <br />EXPANSION VALVE <br />INDOORCOIL-TYPE <br />PLATE FIN <br />ROws/RP.1 <br />3/15 <br />Film Area (sq. ft.) <br />3.5 <br />Tube Side fla.) <br />3/8 <br />ReMgemtRO Control <br />EXPANSIONVALVE <br />D21n Conn, Size (in.) <br />3/4 FEMALE NET <br />OUTDOORFAN -TYPE <br />SWEPT <br />DIA.(IN.) <br />23.4 <br />DRIVE/NO. SPEEDS <br />DIRECT/1 <br />cm 0 0.0 in. w.g. Iq <br />2550 <br />Motor- HP/R. P.M <br />1/12/850 <br />WIWPh/Hz <br />208-230/1/60 <br />F.L. Amps/L.R Amps <br />0.5410.62 <br />INDDORFAN -TYPE <br />CONSTANTTORQUE ECM <br />Dla. x Width (in.) <br />10.62 X 10.68 <br />Dnve/No.Saeeds <br />DIRECT/4 <br />CFM O 0.0 In. w.a.m <br />SEE FAN PERF TASTE <br />Motor- HP/R.P.M. <br />1/2 / low <br />Volts/Ph/Hz <br />208-230/l/60 <br />F. L. Am pi, <br />4.1 <br />FILTER/FURNISHED <br />NO <br />Type Recommended <br />THROWAWAY <br />Record. Face Area (sa. R) Im <br />2.7 <br />REFRIGEUNT <br />R410A <br />Charge (Ibs.) <br />5.74 <br />CHARGING SPECIFICATIONS <br />5ubmoling <br />Is' <br />DIMENSIONS <br />HXDXW <br />Crated (in.) <br />46 X 45 X 52 <br />WEIGHT <br />Shipping (to..)/Net (Ibs.) <br />402 328 <br />Pi Rated In .am with 0.0. E... preradurt <br />i4 Sound Power Yeluasare notad)uded I-Na. tonal <br />,e Calculated In acoordance Irsh-randy pre tiling Nat'l Eladricel <br />code. <br />a Standard Air - Dry Coll - Outdoor. <br />n standard At, -Dry Cell -Indoor <br />Ir) Fitters must be lraailed In return air stream. Sauer, lactages llzttd <br />are based on 300 f.p.m. fern Yelodty. If pnmanent fllters are used <br />4WCC4024E-SUB-IA-EN <br />r6 <br />U� 0 <br />- .ra <br />a--r Ol <br />(n o <br />M=3 J <br />l > <br />(n <br />^ ` U Q <br />VJ C <br />22 <br />W <br />ON <br />C <br />am <br />3132 N.E. 133 ST <br />Seattle, Washington 981254423 <br />PO Bex 27073 <br />Seattle, Washington 98165-1473 <br />(206) 367-2500 <br />Faz (206)368-6856 <br />PSRMEML809C6 <br />co G <br />Z D <br />Oa <br />J WW <br />D 2 <br />V a } W <br />0 <br />_�Qa� <br />< CO <br />J <br />LL <br />J0�NLu <br />X <br />N ILLO <br />> <br />W <br />U W <br />N� Z <br />''L I^^_ Q <br />VJ Q <br />Q <br />COPYRIGHT NOTICE <br />THIS Is N uaREU LAYO K.AND PUOETIIIND <br />THE <br />CODE TO <br />PREVENTANY UNAUTHORIZEDOOPYINOTo -A IN _GEG THEREGIF <br />No. Revision/Issue Date <br />C.STONE <br />10/16/2023 <br />Gin.A .-KW <br />10/16/2023 <br />P5812 <br />D.MMa P M3.0 <br />AS NOTED <br />