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PRODUCT SPECIFICATIONS
<br /> FOSSATTI PAWLAK
<br /> 6'6m'
<br /> 7- -
<br /> xPAary ,.:, r:r. .,. .:.:. asp 40,000 46,250 46,250 46,2sd STRUCTURAL ENGINEERS
<br /> U/h 30,980 6,136,190 36,19!1 1]35 Wetlake Ave N,Sle 205
<br /> Seattle,WA 98109
<br /> R2 13.4/10.6 13.4/14.6 13.4/]O.fi 13.4/10.6 13.4/10.6 13.4/10.6 Phone:206.456.30]1
<br /> ]8 ]8 ]8 So 80 So .IFORTEWEB Fax:z06.456a076
<br /> ence 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 III Bopp odd0 60,000 odd0 ed,d0o mound 1 pie (s)2 x 12 OF No.10 16"OC
<br /> CIA,.arull, 64,add ae,6od 64,800 4600 64,900 8300o ASCE 7-16 Chapter 11-Seismic Ground Motion Values
<br /> AFUE 81 81 61 Al 81 81 R
<br /> TempereWre Rize Range 'A-W 30-60 30-30 30-fid ac-W 35-65 Conterminous 48 States O,rerall Length:20'11•
<br /> -of Burners 4 3 4 3 4 5 2016 ASCE7 Standard P. IDA
<br /> EVMOMTOR Mi- Latitude=48.0087 � 4F WASht
<br /> Type ECM ECM ECM E<M C{M ECM Longitude=-122.1946 0 10
<br /> -.1 U).WI 10"x9" 11"x10^ 11"x11 11"x10" 11"x10' 11"x30^ Data are based on a 0.05deg grid spacing - -
<br /> Indoor Nominal CFM 1,200 1,300 1,300 1,525 1,5x5 1,525 Mapped Spectral Acceleration Values Spectral Response Accelerations Design Spectral Response Accelerations
<br /> N-fspeeds s s s s 5 s SM-F-S-rdISMI=F-S1 SDs=2/3xSMsand SD1=2/3xSMJ 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 /> COIL �<v
<br /> EVAPOadox Period Sa Period Sa Period Sa F 20, b �S� L Ef�Vl
<br /> Face A-(ft) 4.35 saa 5.68 5.68 5.68 5.68 (sec) (g) (sec) (g) (sec) (g)
<br /> Rows Deep/Fmsperinch 4/14 4/14 4/14 4/14 4/14 4/14 0.2 1.165 (Ss,Site Class B) 0.2 1.422 (SR/s,Site Class D) 0.2 0.948 (SDs,Site Class D) 0
<br /> Piston sire Itoollnel d.Dee 0.072 0.472 0.076 o.o76 0.076 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" x" �PROJE
<br /> Refngennt Charge lox.) 92 103 103 107 102 101 All locations are m -c,1 from the outside face of left support(or left cantilever end).M dlmenslons are honlontal.
<br /> FAx/oft Design ResuXs Aaawl®Immo NlPwea kean Imo:rmaror U-nd
<br /> H.--r-PPM 1/22-/05 1/4-1p75 1/4-1,0]5 1/3-1,120 1/3-1,120 1/3-1,120 ASCE 7-10 Chapter 13-Seismic Demands on Nonstructural Elements Member ReaRbn(Ibs) 538 P91/2" 3506(5.50") Passed(15%) IM 1.0 D+1.0 5(All Spans) mlar type:Jolst
<br /> Oiameter/a Of Blades 2Y/3 2,850 2x'/3 2,-2'/3 2'aco2�13 22"/3 R d_ll
<br /> Outdoor Nominal<FM 2,250 2,850 x,850 3,300 3,300 3,300 Seismic design force Shear(lbs) 473 @ 1'43/4" 2329 Passed(20%) 1.15 L0 D+1.0 S(NI Spans) OCatle:10C 2015
<br /> Farr Area Ut-i 11.13 15.36 15.36 8.81 S. aBl 0.4 ap Sps Wv Ma%Fp=1.6$pS v Wp p=1.0 ManerR(W.( 2.417 @ lO'S 1/2" 3%J Passed WSW 1.15 1.0 D+1.0 5(NI Spans) pesign Mematlobgy:PSD
<br /> Fp= (1+2z/h) live Load W.(in) 0.910010'5 I Q' 1.009 Pa-ed(U590) - L0D+1.0 S.1 Spans) emcerFmh.a.ss/lz
<br /> Rows peep/Flnz perinch 2/ZJ 1/24 1/x4 2h] 1/27 x/27 (ftp/v) Min Fp=0.35ps p Wp Sps=0.948 Total toad Defl.(In) 6.667010'S Ih" 1.345 Passed(4363) - I.OD+1.05(Nl Spans) 111
<br /> EO .ad.. Concurrent Vertical force LL Uj-)antl rt(y180). W
<br /> Q,Ardl Type 1/Scro11 1/Stoll 1/Scroll 1/Scro11 1/Scroll 1/scroll Fp,,=t 0.2 Sps Wp atl urtment Por,M1e beam smNlityfsxa.
<br /> Stage Single 9ingie Single Single Single Single Ars%Increase In the z <rben atltledbaaountb reladltive member usage.
<br /> ComWessor RlA/LPA 14.1/77.4 17.9/1120 17.9/112A 19.9/109.0 19.9/1030 19.9/103.0 Mechanical Unit Wp ap R h FR- Fp Fp,... Use Fp Fp,x •Applkable calculabns are basetln NDS. O
<br /> g,EcmluLOArA HVAC RTU 55916 2.5 6.0 20.Oft 20.Ok 15916 26516 84716 26516 1061In e.adn9 Lrglh wadsrosv-.Obs) w
<br /> .Il ase!Frequency 501-11) 209/2301 2(18/230.1 2(18/2301 208/2361 208/230-1 208/230.1 AvalkbN RruI,N oxd snow Facbred Asea Z a
<br /> Indooralower FlA se 5.4 5.4 5.4 5.4 5.4 Shear to be resisted by all anchors - - 5.50" 1.50" 199 349 539 NOcpn W > Q
<br /> .pro of 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 thatO U
<br /> MIn.Circult AmpaclN 22% 29.2 29.2 323 32.3 32.3 Shearperanchor weight of unit is sufficient to -Rl-ng Pr,n kare aswmm romny oloads apply n;redryam,nem andherull loae3G9app11 member bdng des W. 0 S
<br /> Max.Ovem r-P-hon 35 amps 45 amps 45amr SOamps SOampz Soampsesist uplift due to overturning Q
<br /> OPEWING/SHIPWEIGN (LM) 458/480 493/515 496/520 538/540 523/545 529/550 Mechanical Unit V6,w 4anchors 6dnchors g J Q
<br /> HVAC RTU 18516 4616 3116 Lateral Braeln ernxns lneervals
<br /> `Wire six should be tle[ermined in acrordance wl[h National Electrical Codes.E.-xve wire runs will require largerwire slus. op Edge(W) 99"0/c
<br /> a Mus-rimedelayfuses or HACR-type circuit lt-kersof thesames1,as noted. co O
<br /> xmr:wwawdenuessa Pla,eterdntrkal aaxm We umlhdrinnallee maximum
<br /> allow
<br /> ode tradng inavak Oazai On app4ea IoM.
<br /> Uplift to be resisted by each line of anchors w
<br /> m Lj/
<br /> Fupua=0.7(Fp hamm;a/ww:aurin+Fp,.,/2)-0.6 Wp/2 Vertical Loads NPn 1-1 -ns Io so) (5.557 Z LU
<br /> Mechanical Unit FR� wae.mn Fp 10 hmmroid wPoplin dorm(1-' •
<br /> au 16^ b >
<br /> HVAC RTU 55 55 916 26516 10616 38.0 in 47.0 in 1916 z olnt pe) s di/z^
<br /> sl/z^ N/A 1 50 O W
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<br /> haemar.mm/wppapmaptla/:lommn.Ilharv.
<br /> 7.1-2-1 47 Metllum1 47 51 32 34X MetllumToon tlesign lords,tlime,:dora antl wpporc Inro:matln M1ave Lan wovtletl by Fart Sohware Opermor 34X MediumPREVISIONS 47 51 40 421 largel 47s421 largeJ1AODATE
<br /> ] 47 sl dQ 421 Carse
<br /> mRa o FOSSA171 PAWLAK
<br /> FwteweB somvare opemto. lob Noir w 5/9/2023 2:43:12 PM UTC
<br /> Ty 1a'ssa oak swmrel 9 rs A --E.v3.5,Engine:V8.2.5.1,Data:VS.13.6
<br /> may®Fmmtu.mm ewyuhxuau File Name:Mist Cala
<br /> Page 1/1
<br /> Nsw Rooftop Unit Adapter Curb
<br /> REOOIRED -m®.w:marmraw'.,.wae
<br /> I-I-IMILB DUCT
<br /> 11 CURB Alb,'
<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 /> ��� 6•r ------- "*'�(E)EXT WALL CENTER CURB #1Ox ZY"SCREWS
<br /> X4--61
<br /> ON BEAM ®12"oc ALL AROUND
<br /> CURB ADAPTOR,
<br /> W\#1Ox ZV SCREWS
<br /> i-7005E-7D3D ®12"oc ALL AROUND �SHEETTITLE-
<br /> Matedah 18 9a.G-90 d Steel (E)2x12 @ 16"D� RTU FRAMING
<br /> Existing Curb Oversized by:1.51):11I . 11 ® =r.."'"-®.w �•
<br /> OpereBonal Height(Raise unk by):11 Inches
<br /> 100.48 p
<br /> OC
<br /> STRUCTURAL
<br /> I
<br /> I (E)2x12 @16"OC, CALCULATIONS
<br /> TYP
<br /> IIIIIIIIIIIIIIIISHEET NO.
<br /> RTUT �-MECH DUCT
<br /> DOWN
<br /> S-1
<br /> CALCULATIONS 19 PARTIAL ROOF FRAMING PLAN 161 RTU CONNECTION SECTION 3
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