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PRODUCT SPECIFICATIONS
<br /> FOSSATTI PAWLAK
<br /> 7- -
<br /> PAary ,.,, ,:r. .a.r, .:.,. „411 40,000 40,00046,250 46,250 46,2so STRUCTURAL ENGINEERS
<br /> U/h 30,980 30,9906,136,190 36,19!1 1]35 Wetlake Ave N,Sle 205
<br /> Seattle,WA 98109
<br /> 13.4/10.6 13.4/10.6 13.4/]0.6 13.4/10.6 13.4/10.6 13.4/10.6 Phone:206.456.30]1
<br /> ]8 ]a ]8 80 80 So .IFORTEWEB Fax:zo6.456a076
<br /> nce ps 209319532 209319538 209319539 209319544 209319544 209319544 MEMBER REPORT PASSED wvAN.rossani.comVACIry 23-TBD 709 N Broadway Everett-RTU Level,Roof:Joist
<br /> Input RI dol odd0 60,000 60,000 80,000 mound 1 pie (s)2 x 12 OF No.10 16"OC
<br /> CIA,.9ru/h 64,- ae,6od 64,800 4800 64
<br /> ,9. al.odd ASCE 7-16 Chapter 11-Seismic Ground Motion Values
<br /> AFUE 81 81 61 Al 81 81 R
<br /> Temp.-re Rize Range 'A-W 30-60 30-60 30-fid a0-60 35-65 Conterminous 48 States O,rerall Length:20'11•
<br /> 14-fBurners 4 3 4 3 4 5 2016 ASCE7 Standard P. IDA
<br /> EVAvoMMR Mi- Latitude=48.0087 � 4F WASht
<br /> Type ECM ECM ECM E<M ECM ECM Longitude=-122.1946 0 0
<br /> Wheel(Dx WI 10"x9" 11"x10" 11"x10" 11"x10" 11"x10" 11"x10" Data are based on a 0.05deg grid spacing - -
<br /> Indoor Nominal CFM 1,200 1,300 1,30 1,525 1,5x5 1,525 Mapped Spectral Acceleration Values Spectral Response Accelerations Design Spectral Response Accelerations
<br /> N-fspeeds s s s s s s SM-F-S-rdSMl=F-S1 SDs=2/3xSM-rdSD1=2/3xSM1 70, •��
<br /> Horupower 1h 3/4 3/4 3/4 3/4 3/4 Site Class B-Fa=1.2,Fv=1.0 Site Class D-Fa=1.2,Fv=NA Site Class D-Fa=1.2,Fv=NA �+a 23024
<br /> AWRCOIL �<v
<br /> EVAPORPeriod Sa Period Sa Period Sa F 20, b �S� L Et�Vl
<br /> Face Area(W) 4.35 saa 5.68 5.68 5.68 5.68 (sec) (g) (sec) (g) (sec) (g)
<br /> Rovrs Deep/Fins cerinch 4/14 4/14 4/14 4/14 4/14 4/14 0.2 1.165 (Ss,Site Class B) 0.2 1.422 ISMS,Site Class D) 0.2 0.948 (SDs,Site Class D) 0
<br /> Piston sire Itopllnel d.Dee 0.072 -2 0.076 0.076 0.0]6 1 0.422 (Sl,Site Class B) 1 NA (SMI,Site Class D) 1 NA (SDI,Site Class D)
<br /> Drew sire(NPrI u' X" W X" 1" 1" �PROJE
<br /> Refngennt Charge lox.) 92 103 103 107 107 107 All locations are m -c,1 from the outside face of left support(or left cantilever end).All dlmenslons are honxontal.
<br /> eoxOExsEn FAx/COR Design ResuXs Axwl®Imran uawea R-n Imo:rmanaowr(wkem)
<br /> Horwpower-PPM 1/4-lp]5 1/4-1p7S 1/4-1,0]5 1/3-1,120 ]/3-1,120 1/3-],120 ASCE 7-10 Chapter 13-Seismic Demands on Nonstructural Elements Member ReaRbn(Ibs) 538 P91/2" 350fi(5.50") PaA-(15%) IM 1.0 D+1.05(Pll Spans) mlxr type:alst
<br /> Diameter/aof Blade. 22'/3 22"/3 2x'/3 22"/3 22"/3 22"/3 aeskerwal
<br /> Outdoor Nom;nal CFM 2,250 2,850 x,850 3,300 3,300 3,300 Seismic design forte Shm,(ItG) 473@1'43/4" 2329 Paased(20%) LAS L0D+1.05 Uu Spans) Wiig OCatle:10C 2015
<br /> Farr Area IR'I 11.13 15.36 15.36 8.81 8.83 8.91 F 0.4 ap SDs SVP Ma%Fp=1.6 So,Ip Wp 1,=1.0 14-nt(R-lbs) 2777@]O'S 1/2" 3987 Passed(80%) 1.15 1.0 D+1.0 5(NI Spans) MSgn Mempdokgy:PSD
<br /> F,= (1+2 VII) live Load W.(in) 0.410@10'51/2" 1.009 Pawed(U590) - 1.0D+1.0 S UNIT Spans) -rrmh.n.zs/Iz
<br /> Rows Peep/Flnz perinch 2/27 1/24 1/24 2/27 2/27 2/27 (Rp/Ip) Min F, 0.3 SuspWp 505=0.948 Total!pad Dd(In) 0.667a 10'S Ih" 1.345 Passed(L/363) - I.OD+LoS.1 Spans) 111
<br /> _.a d.. Concurrent vertical force LL 1429-)and rt(t/l80). W\
<br /> Quandry/Type 1/Scroll 1/Stoll 1/Scroll 1/Scroll 1/Scroll 1/Scroll Fp,, 0.2 So,Wp atl urtment Por Me beam smNlityfsxa. /
<br /> Stage Single Single Single Single Single Single AIS%Increase intoe moment rapatlNlhaz bem atldeEbaaount,a repoltive member usage.
<br /> ComWessor RlA/LM 14.1/77.4 17.9/1120 17.9/112A 19.9/109.0 19.9/10,0 19.9/103.0 Mechanical Unit WR,p ap R h FR- Fp Fp,... Use Fp F •Applkable kublimuare basMm NDS. Z O
<br /> ErEcm;uLpAm HVAC RTU 55916 2.5 6.0 20.Oft 20.Ok 15916 26516 84716 26516 30616 e.adn9 Lwrg[n Lremrosv-.Obs) w
<br /> .Il ase!Frequency 501-121 209636] 208/230.1 208/2301 208/2361 208/230-1 208/230.1 AvalkbN Ra9uIrN oxo snow Facared Asea Z a
<br /> Indoor9l-FlA se 5.4 SA 5.4 5.4 5.4 Shear to be resisted by all anchors - - 5.50" 1.50" 189 349 539 NOcpn W > Q
<br /> ...or Fan fLVLM 1.4/3.2 1.4/3.2 1.4/3.2 1.4/3.2 3.4/3.2 1.4/3.2 Vbare=0.7 Fp Value of"0 lb"indicates that -11-SPF 'WO U
<br /> MIn.Circult AmpaclN 22% 29.2 29.2 323 32.3 32.3 Shearperanchor weight of unit is sufficient to -R-ng Pran kare aswmm atony o;pads apply n;redryam,nem and h,.11 loaelG9app11 member bdng daz W. 0 S
<br /> Max.0-r- 35 amps 45 amps 45amps SO.— SOampz SOamps resist uplift due to overturning Q
<br /> OPERATING/SHIP WEIGIFU(LIRS) 458/480 493/515 496/520 518/540 523/545 528/550 Mechanical Unit Vbaw 4anchOrs6dnchOrs g J Q
<br /> HVAC RTU 18516 4616 3116 Lateral Braeln ernxns lneervals
<br /> `Wire six should be tle[ermined in acrordance wl[h Nadonal Electrical Code..E.-xve wire runs will require largerwire sixes. op Edge(W) 99"0/c
<br /> a MuA.,z Nmedelayfusesor HACR-tWeclrcuitbreakersofth......1,as noted. co O
<br /> Non:Nwav+d,eckthe Stift plate ardenrkal date an We umthdrglnnallee maximum algw
<br /> ode kradng inavak Oazai m app4ea IoM.
<br /> Uplift to be resisted by each line of anchors w
<br /> m Lj/
<br /> Fupua=0.7(Fp hamm;a/wy,:coin+Fp,.,/2)-0.6 Wp/2 Vertical Loads NPn 1-1 -ns Io so) (s.ss) Z LU
<br /> Mechanical Unit 55 Fp 10 hremroid w:eon FuPI;R dom IPSP) •u 16^ b >
<br /> HVAC RTU 55916 26516 FRv -1-d W47.Oin 1916 2 plot pe) as di/z^
<br /> N/A 1 50 O W
<br /> �" ® WP rhaeuaer Notes -d acs b nvaI.-
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<br /> 51 32 Po��ael��,awtebre�i,ro e.(Rim �r�tl��kn�hbtt�)Trot d9nE°�;,�aaremPr��kma�a�MRaa,1
<br /> -aM cem6m asmrainauefwemy.czrwnaares.weyemaarsw Ergimeretl eva ea try la u aluan rep ESR ttv a�Fsa
<br /> ;pgirede Asrn,.canaara:.ror a"mor roti eawaspn repos,weyemaea r pmana Ilrereh,re am impoansn eeraik rmer m
<br /> Meuser.too/wootlprotlucWWmmm[-Iiharv.
<br /> 7.1-2-1 4J 341 Metllum 47 51 32 34X Metlluminput tlesign lords,tlimerrdom antl wpporc Inromatlm M1ave bem wovtletl by Fart Sohware Opermor 34X MediumPREVISIONS 47 51 40 421 large 47s1411 largeJ1AODATE
<br /> 47 51 b 421 large
<br /> mRw o FOSSA171 PAWLAK
<br /> '"""`""" FwrewER somvanaoerxar aob Rotr w 5/9/20232:43:12 PM UTC
<br /> "� ry%ni�Pawlak Suatlurel En9imers `� Forted v3.5,Engine:V8.2.5.1,Data:V8.1.3.6
<br /> Tead�®3FRazsam.mm
<br /> atyuhxueu File Name:Mist Cala
<br /> Page 1/1
<br /> NRw Rooftop Unit Adapter Curb
<br /> REo01RED -m®.wrmarmraw'r,.w.e
<br /> I-I-IMILB DUCT
<br /> 11 CURB Alin'
<br /> Tag:
<br /> Approval: RETURN
<br /> SUPPLY
<br /> \ /
<br /> EXISTING CURB DA E3 23-TBD
<br /> #
<br /> �w TCB FPP
<br /> .� DESIGN CHECKED
<br /> \ �� M TCB AS NOTED
<br /> DRAWN SCALE
<br /> AHJ STAMP-
<br /> 20'-("
<br /> LMECH UNIT
<br /> r ------- "*'�(E)EXT WALL CENTER CURB #10x ZY"SCREWS
<br /> ON BEAM ®12"oc ALL AROUND
<br /> CURB ADAPTOR,
<br /> W\#10x ZV SCREWS
<br /> i-7oosL-7D3D ®12"oc ALL AROUND �SHEETTITLE-
<br /> Matedah189a. 1caly Steel (E)2x12 @16"o� RTU FRAMING
<br /> Existing Curb Overs-ized by:1.51ncha:s . =11 =r..�.w �•
<br /> Opemb'onal Height(Raise unk by):11 Inches
<br /> OC
<br /> STRUCTURAL
<br /> I
<br /> I (E)2x12 @16 CALCULATIONS
<br /> TYP
<br /> IIIIIIIIIIIIIIIISHEET NO.
<br /> RTU
<br /> ECH DDUCT
<br /> OWN
<br /> S-1
<br /> CALCULATIONS 19 PARTIAL ROOF FRAMING PLAN 161 RTU CONNECTION SECTION 3
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