Loading...
Specifications (14) 'MeC. \Q- 0(. 134, Q3 Svz sh c (id _*--V)- , * - SEPHORA. WASHINGTON SQUARE HVAC PORTLAND, OR STRUCTURAL CALCULATIONS DESIGN CRITERIA: DC1 SUSPENDED FC ATTACHMENT: Sl-S6 AC UNIT AT FRAME: AC1-AC4 (12 PAGES TOTAL INCLUDING COVER SHEET) RECEIVED MAR 5 2019 CITY OF TIGARD BUILDING DIVISION June 21, 2018 PROJECT NUMBER: 180168.01 < i' ll' E.!i2 0 1),g •� 15895 SW 72ND AVE SUITE 200 - � c • PORTLAND,OR 97224 ' �(' V ,b 6Z4 PHONE:503.226.1285 � ' 19 5 FAx:503.226.1670 S A. JA INFO@CIDAINC.COM EXPIRES. /9 WWW.CIDAINC.COM 6/13/2018 Design Maps Summary Report USGS Design Maps Summary Report User-Specified Input Report Title SEPHORA WASHINGTON SQUARE HVAC Wed June 13,2018 13:42:07 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.45063°N, 122.78225°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III A4PO T r 1 a .H ' . artlar d Gre Beavertail, 10 Tigard . i. Lak4 Oswego t ).4 Sherw od 1/. u} . ser USGS-Provided Output Ss = 0.978 g SMS = 1.084 g SUS = 0.723 g S, = 0.425 g SM1 = 0.670 g S01 = 0.446 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCER Response Spectrum Design Response Spectrum ato 1.10 000 0.99 0.72 093 Obi 0.77 036 otos 0.111 y 033 i aj 040 I 044 032 033 0.24 0.22 0.16 0.11 001 om om Om 0.20 0.70 0$) 000 100 1.2) 140 160 100 240 00) 0.20 040 060 090 im I. ) 440 160 1$) 2m Period,T(see) Period,T(see) For PGA,, T�, CRs, and CR, values, please view the detailed report. Although this information is a product of the U.S. Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. https://prod01-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=45.45063&longitude=-122.78225&siteclass=3&riskca... 1/1 SI CIDA SEPHORA WASHINGTON SQUARE LAJ TEL: (503)226-1285 HVAC 6/21/2018 FAX: (503)226 1670 LATERAL FORCES-SUSPENDED FAN COIL Wp:= 4301b Max weight of unit L:= 49in Length wn,:= 28.2in Width of unit hn,:= 56.1•in Height of unit SEISMIC PARTS AND PORTIONS-PORTLAND,OR1p:= 1.0 Mapped Ss:= 0.978 site class=D h:= 30ft z:= h Adjusted Maximum Sins:= 1.084 ap:= 2.5 RP:= 2.0 Values for isolated HVAC per table 13.6-1 ASCE 7-10 Design SDS:= 0.723 0.4•aP SDS•Ip z Fp:= I + 2.--).W Fp =466.341b 0.7•Fp= 326.43 Ib Total seismic Rp h Fpmin 0.3-Sim.Ip•Wp Fpmin=93.27 lb 0.7•Fpmin= 65.29 lb Min.seismic Fp_GOVERN_unit maxi;Fp,Fpmin Fp_GOVERN unit=466.34 lb VERTICALATTACHNENT OF FAN COIL: W Pcomer 4p Pcorner= 107.5 lb Vertical load to corner support from dead load hm Mot Fp_GOVERN_unit'2 Mot Pseis Wm.2 Pseis=231.93 lb Vertical load to corner support from seismic overturning Max.ASD loads 1.0D+0.7E: 0.2SDS-Wp 1 PMAX comer+ 0.7 4 + Pseis I PMAx=280.73 lb Maximum vertical load LATERAL BRACING OF FAN POWER BOX Box is braced by splay wires at 45 degrees vertical and horizontal each corner(4)total. Fp GOVERN unit2 2 T 466.34 lb wire= 2 vL vwire= Try 10ea wire Awire 0.01421 int Tallow wire 0.9•Awtre•33000psi Tallow wire=422.04 lb 0.7-Twice Uwire' U =0.77 <1.0 OK Use#10 wire braces Tallow wire wire CIDA SEPHORA WASHINGTON SQUARE LAJ TEL:(503)226-1285 HVAC 6/21/2018 FAX: (503)226 1670 OVERTURNING-UNIT TO UNISTRUT LC#8 0.6D+0.7E SEISMIC-Overturning at unit hm Mot_seismic Fp_GOVERN_unit•- 2 Mot seismic= 1090.06lb ft (0.7 Mot seismic) (0.6- 0.7.0.2•SDs)•Wp Fup_seismic_N wm 2 Fup_seismic_N=217.46 lb 0.7•Fp_GOVERN_unit=326.43 lb ATTACHMENT-UNIT TO UNISTRUT Design attachment for 3231b of shear and 217Ib of tension 0.7•Fp_GOVERN_unit=326.43 lbFup_seismic_N=217.46 lb Try 3/8"DIAMETER BO LTS TO UNISTRUT: Fnt:= 45ksi Fns:= 27ksi S2:= 2.0 Allowable loads-Bolts z Dbolt 0.375in Bolt diameter Abolt bolt Abolt=0.11 in2 Fnv Abolt Vallowbolt_allow Vallowbolt_allow= 1491.03 lb T _ Fnt Abolt T = 2485.05 lb allow_bolt_allow — allow bolt_allow (0.7•Fp GOVERN_unit) VAPPLIED_BOLT 4 VAPPLIED_BOLT=81.61 lb (Fup_seismic N) TAPPLIEDBOLT2 TAPPLIED_BOLT= 108.73 lb VAPPLIED BOLT TAPPLIED_BOLT UBOLT <1.0,BOLTSADEQUATE + 0.1 VUBOLT=allow bolt allow Tallow bolt allow USE 3/8"DIAMETER BOLT EACH CORNER AT UNIT TO UNISTRUT CONNECTION CIDA SEPHORA WASHINGTON SQUARE LAJ TEL: (503)226-1285 HVAC 6/21/2018 FAX: (503)226 1670 COMPRESSION CHECK OF ROD: Pcorner= 107.51b PCORNER_SEIS Twire'cos(60deg) + (0.2•SDS'Pcomer+ Psets) PROD:= 0•7•PCORNER SETS—0.61pcorner PROD= 271.95 lb >0,Compression in rod USE 3/8"ROD WITH P1000 UNISTRUTAND UNISTRUT P2486 ROD S11FFENERSAT 12"O.C.EACH CORNER OF UNIT—MIN.(4)LOCATIONS • < 15895 SW 72ND AVENUE,SUITE 200 PORTLAND,OREGON 97224 O TEL :503.226.1285 FAX:503.226.1670 E-MAIL:info@cidainc.com - n0.C��iiECt VRi '.{ }�_ PROJECT NAME: VJA-S4A i 'ry F J `;`ci.rr=i^,c 1 4.�ILOV'4 � +� Yt PRO'.NO. s S�I�3.O� SHEET --... T / TITLE: By: .A y DATE: �ZQ�I'6 ir,teeo>s Sp 20Qk i- rG.wn1 5 a+ /J EL) `._u-�F,eya,Q c). 7--4,h Col I L DL-roOT"_ T p.t' "Tr b =. {_4 " . St- rook. , ZS �`>C L �# = Sol-0 r b S r ic WI-or WrtbT ` 12.8 pt-F / 1 8Bpl-e/ .3►bp_1 5)ci3-h fit ,�4 = w.Q ' ' ' 4 q ' 35, 5 J -F+ , Ex i s- j I Co p.ow+f- AA, , Ni EL.—) A f.,id)\k.A L Cck 1 '. t v,t4 1/Q Qici -,tA = 930 ,fib -Pu,,,.., t = 3 6 S 4 85-4 o=( th,. ,r,4) per,, Max'. ;hfloweetblt Mo N,,PY.A ' t) 1A o►li.e n x ►'o5 ;' 3Z� A-rI 4 1111111111.1111. IZ a.A,A __._ L-,L,,,AK Nk.4K.. 41' ir-.0"t MA-V h , , , . 'e_A-Akx (_44-*--c) PA(Ax... Ak1QvAktA,4 M,:le.\ li., — __, 7 2• • - . 1.) .� MAK' 31 32� 1- r ,)D��Q .. (ID( 1 !+Vac. -, i ,1 ti ' 1_ --tLX�� -- ek vv‘'to(-N u jn ' ror'\ --5 t-pp of 15895 SW 72ND AVENUE,SUITE 200 Q0 PORTLAND,OREGON 97224 TEL:503.226.1285 FAX:503.226.1670 E-MAIL:1nfo@cidainc.comMU c RRCHITECIURE �1 ``__ (' /� J J5' EtdGINEEaI!•IG PROJECT NA•aE St-P how ,VL4 k (y-00 5 •HVAC Paols.No. _)_,"D/73, ,+ SHEET • Ptn N PIING J 'f ,(� 6fZ//1�' TITLE: By: (�...�1 DATE: INTERIORS Teen ('o 1 kppott ( eck. ,kn' - ` 2. 2/S A) 5,, L/Z tASr,.E Lax 3 x 14i c„ s;d1e, o / f -f e - a CIDA,INC. Project Title: 15895 SW 72nd Ave.Suite 200 Engineer: > o Portland,OR 97224 Pro ect ID: 1 503-226-1285 1 503-226-1670 Fax Printed 21 JUN 2018 12 28PM Steel Beam le=E:Iadcadd1181000.2018 Mechanical Units10173.01 Sephora Washington Square HVACtStructurallFraming.ec6 Lic.#:KW-06006865 Licensee: CIDA INC. Description: FAN COIL VERTICAL SUPPORT CODE REFERENCES Calculations per AISC 360-10,IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield: 36.0 ksi Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending D(0.;215) ?Y-. .... _ ._._. _.....-_ _.__.... ...... _.. .... _.. . .....-. X. L3x3x1/4 44, Span=750ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load(s)for Span Number 1 Point Load: D=0.2150 k @ 3.750 ft DESIGN SUMMARY Desi•n OK Maximum Bending Stress Ratio = 0.378: 1 Maximum Shear Stress Ratio= 0.013 : 1 Section used for this span L3x3x1/4 Section used for this span L3x3x1/4 Ma:Applied 0.438 k-ft Va:Applied 0.1259 k Mn/Omega:Allowable 1.159 k-ft Vn/Omega:Allowable 9.701 k Load Combination D Only Load Combination D Only Location of maximum on span 3.750ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio= 0<360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.102 in Ratio= 884>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 P.L CIDA SEPHORA-WASHINGTON SQUARE LAJ TEL: (503)226-1285 HVAC 6/21/2018 FAX:(503)226 1670 180173.01 LATERAL-CU AT EXISTING FRAME EXISTING UNIT: NEW UNIT WE:= 56716 Weight of existing unit WN:= 516Ib Weight of new unit LE:= 70.75in Length of existing unit LN:= 59.25in Length of new unit wE:= 34in Width of existing unit WN:= 46in Width of new unit WFRAME:= 37.5in hE:= 49.in Height of existing unit hN:= 50.375.in Height of new unit SEISMIC PARTS AND PORTIONS (PORTLAND,OR) Mapped SS:= 0.978 site class=D h:= 30ft Air Side HVAC Component Sms:= 1.084 z h ap 2.5 RP:= 6 Design SDS:= 0.723 1p:= 1.0 WIND LOAD: BASED ON 2012 IBC/2014 OSSC Vas:= 120 Exposure B Kd:= 0.85 Kh:= 0.7 Kn:= 1.0 GCr:= 1.9 GC r vert = 1.5 q1:= 0.00256•Kh•K .Kj.V3s2•psf F:= GCr qZ F=41.67 psf VERTICAL WIND LOAD Fvert qi GCr vert Fvert= 32.9 psf EXISTING UNIT-APPLIED LOADS: 0.4-aP SOS•Ip FpE:= R 1 + 2.-z)- WE• FpE=204.97 lb 0.7•FpE= 143.48 lb PLATE F'LE'hE PLAT E= 1003.31 lb 0.6 PLAT E=601.98 lb PVERT E Fyffe LE-WE PVERT E=549.611b 0.6•PVERT E=329.77 lb PNET E VERT ASD 0 6'PVERT E-13.6*WE PNET E VERT ASD=-10.43 lb NEW UNIT-APPLIED LOADS: 0.4•ap•SDs'Ip z FpN:= R 1 + 2.h •WN FpN= 186.53 lb 0.7•FpN= 130.571b PLAT_N F'LN"hN PLAT_N = 863.8 lb 0.6•PLAT N =518.28 lb PVERT N Fvert'LN-wN PVERT N=622.72 lb 0.6 PVERT N=373.63 PNET_N_VERT ASD 0•6•PVERT_N-116'WN PNET_N_VERT_ASD=64.03 lb E:\adcadd\18\000-2018 Mechanical Units\0173.01 Sephora Washington Square HVAC\Structural\Lateral-CU on Existing Frame.mcd CIDA SEPHORA-WASHINGTON SQUARE LAJ TEL:(503)226-1285 HVAC 6/21/2018 FAX:(503)226 1670 180173.01 OVERTURNING APPLIED LOADS: EXISTING UNIT-APPLIED LOADS: LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at unit SEISMIC-Overturning at unit - ( - hEl - hE Mot wind E PLAT E'z J Mot seismic E= FPE'2 Mot wind E=2048.4lbft Mot seismic E=418.48lbft (0.6Mot_wind_E) PNET E VERT ASD (0.7*M ot_seismic_E) (0.6-0.7.0.2.SDS)•WE Fup_wind_E - Fup_seismic_E - WFRAME-2in 2 wFRAME-2in 2 Fup_wind_E=420.67 lbFup_seismic_E=-42.38 lb 0.6•PLAT E=601.98 lb 0.7•FpE= 143.48 lb NEW UNIT-APPLIED LOADS: LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at unit SEISMIC-Overturning at unit ( hN/ - hN Mot wind N PLAT N'2 Mot seismic N FPN' 2 Mot wind N = 1813.1 Ib ft Mot seismic N=391.53 lb ft (0.6Mot_wind_N) PNET_N VERT ASD (0.7•Mot seismic_N) (0.6-0.7.0.2.SDS)'WN Fupwind_N - Fup_setsmic_N - wFRAME-2in 2 wFRAME-2in 2 335.71 lb Fup_seismic_N=-36.04lb Fup_wind_N= 0.6•PLAT N =518.28 lb 0.7•FpN= 130.57 lb WIND GOVERNS-APPLIED LOADS COMPARISON: EXISTING UNIT NEW UNIT =420.67 lb Fupwind_N= 335.71 lb Fup_wind_E 0.6•PLAT E= 601.98 lb 0.6•PLAT N= 518.28 lb NEW UNITAPPLIED LOADS ARE LESS THAN APPLIED LOADS OF EXISTING UNIT FRAME ADEQ UATE AND NO NEED TO DO A FRAME ANALYSIS E:\adcadd\18\000-2018 Mechanical Units10173.01 Sephora Washington Square HVAC\Structural\Lateral-CU on Existing Frame.mcd CIDA SEPHORA-WASHINGTON SQUARE LAJ TEL:(503)226-1285 HVAC 6/21/2018 FAX:(503)226 1670 180173.01 WIND GOVERNS UNIT TO UNISTRUT ATTACHMENT Design attachment for 519 lb sliding and 336 lb tension at unit to Unistrut connection =518.2816 Fup_windN=335.71 Ib 0.6•PLAT_N #12 SMS to 20GA deck nsms:= 3.0 9081b vscrew_allow Vscrew_allow=302.67 lb SMS PER CLIP 2 nsms Fup_wind_N USMS USMS=0.28 2'nSMS PER CLIP'Vscrew allow USE UNISTRUT P1326 CLIP EACH CORNER OF UNIT WITH(2)#12 SMSTO UNIT RAIL E:\adcadd\18\000-2018 Mechanical Units\0173.01 Sephora Washington Square HVAC\Structural\Lateral-CU on Existing Frame.mcd C CIDA SEPHORA-WASHINGTON SQUARE LAJ TEL:(503)226-1285 HVAC 6/21/2018 FAX: (503)226 1670 180173.01 WIND GOVERNS UNIT TO UNISTRUT LC#7 0.6D+0.6W WIND-Overturning at unit to Unistrut Fup_wind_N=335.71 lb 0.6•PLAT N =518.28 lb ATTACHMENT Design attachment for 519 lb sliding and 336 lb tension at unit to Unistrut connection 0.6•PLAT_N =518.28 lb Fup_wind_N=335.71 lb Try 3/s'DIAMETER BOLTS TO UNISTRUT Fnt:= 45ksi Fnv:= 27ksi S2:= 2.0 Allowable loads-Bolts 2 Dbolt:= 0.375in Bolt diameter Abolt:_ �olt Abolt=0.11 int Fnv Abolt Vallow_bolt_allow Vallow_bolt_allow= 1491.03 lb I _ FnCAbol` T =2485.05 lb allow_bolt_allo�v — allowboltallow (0.6.FLAT_N) Vapplied_b°It_ASD 4 Vapplied_bolt_ASD = 129.57 lb (Fup_wind_N) Tapplied_bolt_ASD:= 2 Tapplied_bolt_ASD= 167.85 lb 1 Vapplied_bolt_ASD Tapplied_bolt_ASD <1.0 OK Ubolt + UboIt= 0.15 Vallow bolt allow Tallow bolt allow USE(4)3/8"DIAMETER BOLTSATUNITTO UNISTRUT CONNECTION NOTE:UNIT TO UNISTRUTAND UNISTRUT TO FRAME HAVE SAME APPLIED LOADS USE SAME CONNECTION E:\adcadd\18\000-2018 Mechanical Units\0173.01 Sephora Washington Square HVAC\Structural\Lateral-CU on Existing Frame.mcd rG1C%- (C\DL\ 10T Project: -Untitled1 08/02/2018 Prepared By: 03:54PM RECEIVED MAR 5 2019 CITY OF TIGARD 10T BUILDING DIVISION Submittal Cover Sheet Unit Report Performance Summary Report Certified Drawings Commercial Split Systems Builder 1.391 Page 1 of 13 Unit Report For 10T Project: —Untitled1 08/02/2018 Prepared By: 03:54PM t1:1104 Outdoor Unit Parameters Indoor Unit Parameters Unit Quantity 1 Unit Model 40RUQ Unit Moder 38AUQ Unit Size 10 Tons Unit Size' 10 Tons No. of Splits 2 Voltage 460-3-60 V-Ph-Hz Voltage 460-3-60 V-Ph-Hz No. of DX Circuits 1 System Parameter System Quantity' 2 Refrigerant Type PURON Compressor Quantity. 1 Compressor Type. Hermetic Std. Capacity Steps 100 No. of Outdoor fans. 2 Outdoor Unit Dimensions and Weight Indoor Unit Dimensions and Weight Unit Length 4' 11.4" Unit Length 4' 1.0" Unit Width. 3' 9.9" Unit Width 2'4.2" Unit Height 4' 2.4" Unit Height 4'8.1" Unit Shipping Weight 470 lb Unit Shipping Weight 410 lb Unit Operating Weight 575 lb Unit Operating Weight 427 lb Add Service Clearance for Accy Heater 2' 6.0" Warranty Information(Note:for US&Canada only) NOTE: Please see Warranty Catalog 808-218 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity Base Unit-Outdoor 38AUQ D 12A0A6-0A0A0 2 Base Unit Al/Cu Condensing Coil 2 Single Circuit Dual Stage Refrigerant Options 2 Service Options-None 2 Electrical Options-None 2 Packaging Options- Standard 2 Standard Electrical Mechanical Controls 2 Refrig Circ/Compressor Staging -Single Circuit/Dual Stage(size 07, 2 08, 12 only) Accessories EF680035 Liquid Line Solenoid Valve for Outdoor Unit 2 EF680039 Bi-Flow Kit for Liquid Line Solenoid for Outdoor Unit 2 EF680037 Liquid Line Solenoid Valve for Outdoor Unit 2 KM680004 Sight Glass for Outdoor Unit 2 Commercial Split Systems Builder 1.391 Page 2 of 13 Unit Report For 10T Project: -Untitled1 08/02/2018 Prepared By: 03:54PM Base Unit-Indoor 40RUQA12T3A6-0A0A0 2 Base Unit Alt High Static, High Eff Motor/High Drive 2 Cabinet Paint-None 2 2-Speed Fan Controller(VFD) 2 Accessories CAECOMZR008A01 Economizer-temperature dry bulb controlled- Ultra LOW LEAK for 2 Indoor Unit CAELHEAT014A00 35.0 kW, 480-3-60 and 25.0 kW, 400-3-50 Electric Heater 2 Commercial Split Systems Builder 1.391 Page 3 of 13 Performance Summary For 10T Project -Untitled1 08/02/2018 Prepared By: 03:54PM System: 38A00012/40RUQ012 System Quantity 2 Altitude. 0.0 ft EER @ ARI Conditions- 11.0 IEER. 13.8 Hi_TempCOP. 3.3 IPLV. NA Suction Line Loss. 1.4 °F System meets ASHRAE 90.1-2013 min EER requirement. This system has a combined part load efficiency(IEER)that meets or exceeds the US DOE 2018 minimum cooling efficiency standards. Liquid and Suction Line Sizing Pipe Length Liquid Line Size Suction Line Size 0-25 1/2 1 1/8 26-50 1/2 1 1/8 51 -75 1/2 1 1/8 76- 100 1/2 1 1/8 Outdoor Unit Parameters Unit Quantity 1 PartNumber 38AUQD12A0A6-0A0A0 Unit Model. 38AUQ Unit Size. 10 Tons No. of DX Circuits. 1 Voltage. 460-3-60 V-Ph-Hz Clg Ent Air DB. 95.0 °F Htg Ent Air DB. 47.0 °F Outdoor Electrical Data Unit Voltage- 460-3-60 V-Ph-Hz Unit#1 MCA. 19.0 Amps Unit#1 MOCP. 25.0 Amps Total Compressor Power of Unit#1. NA Voltage Range Min. 414 V Voltage Range Max. 506 V Compressor RLA. 7.7/7.7 Compressor LRA. 52/52 Compressor Quantity 1 — _ _ fan MutuibQty 2 Notice: Outdoor unit elect. data is based on 460-3-60 "Single Circuit, Two-Stage Compressor Option Indoor Unit Parameters PartNumber 40RUQA12T3A6-0A0A0 Unit Model. 40RUQ Unit Size. 10 Tons Coil Rows 4 No. of Splits. 2 Voltage' 460-3-60 V-Ph-Hz Actual Airflow. 4000.0 CFM Standard Airflow. 4000.0 CFM Total Clg Cap.(Gross). 119.0 MBH Sensible Clg Cap.(Gross). 90.3 MBH Ent Air DB- 80.0 °F Ent Air WB- 67.0 °F Ent Enthalpy 31.44 BTU/lb Lvg Air DB- 59.1 °F Lvg Air WB- 57.7 °F Commercial Split Systems Builder 1.391 Page 4 of 13 Performance Summary For 10T Project: -Untitled1 08/02/2018 Prepared By: 03:54PM Lvg Enthalpy 24.83 BTU/lb Coil Bypass Factor NA Accessory Heating Heating Type. Electric Acc Htg Capacity 109.68 MBH Acc Htg Ent.Air Temp. 60.0 °F Acc Htg Lvg. Air Temp- 85.4 °F Acc Heater Nominal Voltage. 480-3-60 Acc Heater Nominal kW 35.0 kW Acc Heater Actual Voltage. 460-3-60 Acc Heater FLA. 40.3 amps Acc Stage 1 Actual kW 18.4 kW Acc Stage 2 Actual kW 13.8 kW Heat Pump System Htg HP Capacity' 104.00 MBH Htg HP Integrated Capacity 104.00 MBH Heating HP Compressor Power 7.38 kW Htg Ent Air DB Temp. 70.0 °F Htg Lvg Air DB 94.1 °F High Temp COP. 3.3 Indoor Supply Fan "'Using 2-Speed Fan Controller(VFD) Indoor Unit External Static. 0.60 in wg Economizer Loss. 0.17 in wg Grille Loss' 0.00 in wg Plenum Loss. 0.00 in wg Acc. Heating Loss' 0.17 in wg Total Ext Static. 0.94 in wg Fan Speed' 952 RPM Fan Power 2.38 BHP Fan Motor Max. 3.70 BHP Fan Motor FLA. 5.3 Amps Alternate Motor and High Static Drive Required. Selected High Static Drive Range: 978-1200 Indoor Electrical Data Unit Voltage. 460-3-60 V-Ph-Hz Unit MCA' 58.7 Amps Unit MOCP. 60.0 Amps Notice: Indoor unit elect. data is based on 460-3-60 Acoustics Sound Power Levels, db re 10E-12 Watts A-Weighted Outdoor Unit(dB) Indoor Unit (dB,Ducted) Total Level 84.2 92.1 63Hz 58.6 72.8 125Hz 75.9 78.9 250Hz 72.2 82.4 500Hz 79.4 86.8 1000Hz 78.4 86.0 2000Hz 75.2 85.2 4000Hz 70.2 81.0 8000Hz 66.7 NA Sound Message Sound for aug012 Sound for RUQ012 Acoustic Note: Commercial Split Systems Builder 1.391 Page 5 of 13 Performance Summary For 10T Project: —Untitled1 08/02/2018 Prepared By: 03:54PM 1. 38AUZ/D/Q units sound ratings are in accordance with AHRI 270-2008-Sound Rating of Outdoor Unitary Equipment. 2. 40RU units sound ratings are in accordance with AHSRAE 1987 HVAC Systems and Applications handbook. 3. The acoustic center of the unit is located at the geometric center of the unit. Commercial Split Systems Builder 1.391 Page 6 of 13 Performance Summary For 10T Project: -Untitled1 08/02/2018 Prepared By: 03:54PM Advanced Accoustics Parameters 0 > 1. Unit height above ground 1.0 ft ` -> ® 2. Horizontal distance from unit to receiver' 20.0 ft I- 3. Receiver height above ground' 5.7 ft l 4. Height of obstruction. 0.0 ft © t, "' k../ 5. Horizontal dist. from obstruction to receiver 0.0 ft \ \ 6. Horizontal dist. from unit to obstruction' 0.0 ft \ `0 o J Detailed Acoustics Information Octave Band Center Frequency, Hz 63 125 250 500 1k 2k 4k 8k Overall Sound Power Levels at Unit's Acoustic Center(Lw), dB 84.8 92.0 80.8 82.6 78.4 74.0 69.2 67.8 93.6 A-Wgted Sound Power Levels at Unit's Acoustic Center(LwA), dBA 58.6 75.9 72.2 79.4 78.4 75.2 70.2 66.7 84.2 Sound Press. Levels at Dist. Specified above(Lp), dB 60.5 67.7 56.5 58.3 54.1 49.7 44.9 43.5 69.3 A-Wgted Sound Press. Levels at Dist. Specified above(LpA), dBA 34.3 51.6 47.9 55.1 54.1 50.9 45.9 42.4 59.8 Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Commercial Split Systems Builder 1.391 Page 7 of 13 Performance Summary For 1OT Project: -Untitled1 08/02/2018 Prepared By: 03:54PM 40RUQ012wilhStandardCoil 1233,1 J 1loaRRA d" �� 1 y ,z „ yes ' - 'il L - \ZZOU:ypyR-y�.� y3'3y„ co kAh..'/^ vliiiie y VJ 1 �/ / \ ECCRFM 41',410't / / '� ax 500RPM y/ \ _ 400RPM k� � 0 1 2 3 4 5 6 7 Airflow(CFM-thousands) RPM=952 BHP=238 MaximumRPM=1200 MaxinumHP=3.70 ShadedArea-RecommendedOperatingRange SC-SystemC<nve RP-RatedPointMP-MinimumPoint Commercial Split Systems Builder 1.391 Page 8 of 13 - Certified Drawing for 10T Project: -Untitled! 08/02/2018 Prepared By: 03:54PM 1301112 4.0 161 4044 1449 K19rA1 43 1X[AWn1i1 0/44)7[1 CW.. 17,1 TECHNOLOGIES 41144441,n 4 r v l[n44+op11[[n+ne CO+Ont44 m11 la ll u 111 II 71 4441104 qt Mt orr[44 (410131 am 01rt4n 1 4+ala Iltt un 41 0140 r[iXM LA461n K6[167 3(411t3 [4161 4[3FO1r4K6 a [OV4Y1119+'4 A41rtr(047[44, !Slfli+K 9F t4g7n4i. WAIT ELECTRICAL PO.Will 41l, 73134(4 4 C6°HE9 0 E036E1 7 7911E0 0 7(4139 Of 6649174 9411 HEIGHT CHARICIER131105 144- (6. 191, 36. L4(. 86, 185, 86. LOS, 86. 3 1 1 H 76617-07 1)(411 2067234-3-63,400-3-60,575-3-69 178 141 176 56 66 31 62 23 70 32 21 [513.4] It[462.6] 43 2154 II 12-378 1!014.01 16422-93 111031 2964230-3-60;410-3-60,575-5-50 353 160 111 41 12 )1. 15 21 10 35 11[402.41 21(584.2] 13[534.11 42-518 0070,01 394131-12(00[1 266/210-3-40,.460-3-$0,515-3-69 416 190 145 71 45 31 16 13 10 41 73 1504,21. 20 1508.0] 15[341 el 59-146 11711 21 18417-14 0431411 1064230-3-10,460-3-10,575-1-60 411 196 157 73 82 37 97 47 15 43 11 1482.61 23 1604.71 15 1381.61 50-378 0171.31 39429-12 7)3)11 2363230-3-10,466-3-60,575-3-40 410 221 193 88 551 50 72 51 423 54 20 1500.01 23 1144.21 15 2381.01 50-3/8(1211,21 10419-54 1117411 2967236-3-66,166-9-60.515-1-46 503 221 110 96 14 40 16 34 15,I 66 20 1561,01 14[669,6] 15(561.01 36-1+8 11211.21 34,427-87 331231 7001230-3-66.410-3-60,335-3-60 381 126 141 44 34 44 til 21 11 41 18 1451.71 24[101.6] 71 1534,41 42-518(s011,01 38411714,9106 01231 4011236-3-10,490-3-10,575-3-60 111 177 142 84 36 44 62 28 41 41 18 1457.21 24 1601.41 21 1533,41 42-378 11016.01 1441219,314[37941 2061230-1-00,469-3-65,575-3-61 110 195 147 04 15 44 16 34 111 50 16 1451 71 24 1001.81 21 1535.41 42-319 11074.91 318431-12 111,1031 7083230-3-50.402-3-10,575-3-60 406 227 117 80 170 14 76 15 114 57 18 1451.71 24[110.5] 21(601,41 50-144 11239.71 394112-14 181041 1984130-3-10,/60-1-50,51S-3-60 540 271 115 81 142 64 110 54 151 68 20[508.01 25 1635.01 24(44).11 50-318 11211,11 31430-17 01231 2161210-5-60;460-1-10,575-3-60 511 234 185 44 III 59 63 08 151 54 19[462,41 23 1164.25 24 1601,41 59-140 P241.21 31409-14 781931 704/210-1-46,464-1-40..515-1-60 154 217 214 41 135 10 479 54 III 15 74(510 01 15 1615,0] 24 1403,61 59-346 11211 21 36609-01 3604230-3-60,400-3-10,513-3-40 444 201 1)4 61 91 14 90 40 123 50 97 1558,6] 75[435.0] 11 1310.71 47-316 0014 01 34411144,8!06 2081136-3-13,410-1-50,575-3-40 473 211 112 74 110 50 05> 31 321 51 20[500.91 24[011.0] 21 1535.41 42-178 11016.01 3640910,(101 2644230-3-60,410-0-10.,5754-40 323 237 174 11 II) 34 94 44 335 4€ 21 4533.41 24[609.1] 23[544.21 54-3.48[(741 21 308(29-1O 7464730-3-64,460-1-10,575-2-10 375 741 181 64 126 57 s00 46 757 14 21 (535.41 24 1300,9] 21($61,2] 50-3/8 1121.71 NOTES: 1, MINIMUM CLEARANCE [LOCAL CODES OR JURISDICTION MAY PREVAIL]:: A, BOTTOM TO COMBUSTIBLE SURFACES: 0 INCHES, S. OUTDOOR COIL, FOR PROPER AIR FLOW: 36 INCHES ONE SIDE, 12 INCHES THE OTHER. THE SIDE GETTING THE GREATER CLEARANCE IS OPTIONAL, STANDARD CLEARANCES ON REMAINING TWO SIDES. C. OVERHEAD: 60 INCHES, TO ASSURE PROPER OUTDOOR FAN OPERATION, D. BETWEEN UNITS: CONTROL BOX SIDE, 42 INCHES PER NEC, E. BETWEEN UNIT AND UNGROUNDED SURFACES: CONTROL BOX SIDE, 36 INCHES PER NEC, F. BETWEEN UNIT AND BLOC) OR CONCRETE WALLS AND OTHER GROUNDED SURFACES: CONTROL BOX SIDE. 42 INCHES PER NEC. 2. WITH EXCEPTION OF THE CLEARANCE FOR THE OUTDOOR COIL AS STATED IN NOTE 1B, A REMOVABLE FENCE OR BARRICADE REQUIRES NO CLEARANCE. 3. UNITS MAY BE INSTALLED ON COMBUSTIBLE FLOORS MADE FROM WOOD OR CLASS A, B OR C ROOF COVERING MATERIAL.. Ina 9/40414146 CONDENSING UNIT 61Y 11110/14 10/20111 38A01 / 38AUD 138AU0 - 01A08(32/14 38A0500.349 H Commercial Split Systems Builder 1.391 Page 9 of 13 Certified Drawing for 10T Project: -Untitled1 08/02/2018 Prepared By: 03:54PM 001110 k,6 000 1000 ANIS.0X:00[01 1 THE/0011071 NF"!0020 0001lRI10 000011IX1 C(4X[11 0101105 10 0 E T 110110LOaIE5 k100tx01,IT AF Ik 0EL[eEEE4 ar0l.TNC 1%00 00 i40dIi[t!7X07 TXI 000 011'4[MOnr0 lO01 001011100X.001' 8f. (MIR 11tai COMM0100100 0 1101 NC 01AC10101 0 VW IITN2pr;.1AA7ER 0 II 011 S vvor00tr. (WWII.k MIREX CON1E0r. "!;ENTER OF GWAYITT CD 110 OIRECT180 OF 010 FEJNBERYILE NAMCONNECT CONNECTIONS [0,61110.0.--\\ fik l--Ctl�'&NER`G' DTT !f NX[i &8411011 MOD 210(02IONS IN I I AAE I0 WI 3002200 1-144 128.8] 318[4:51 T 2008208 1-118 128-61 Ill 112.11 1 0000112 1-04 134.61 Ill ttk,11 1 30,0X110 1-316(34.41 104(lO ll 1 \ 3501112 1-14 016,41 $06 10.0] 2 4\ 3001110 1-215 130,0] 118 102..1] T 380X254 1-136 138.81 010 11.5] ? • •• . � I. 7 t}j1 y j411111:t � 380160@ 1-118[28.4). IR[tt.it 1 � til z5A � j. 38086[2 1-318 ld1.81 lel[kt.l1 ? '. :* ' i 00TOOOA COIL "...7,----= 58-Ill 1 01544] , 00FIR .� tirrliViiiik1110 .X010 !i IL --•6 tt8 0 � t SBKRON CONNECTION (191 \,'t\ v. • 1SEE&110111 FOR SIM I U f� " SLIMO CONNECTIONS filmEE[007 FON SI7Et ��� 1 $ REAR VIEW — $i1[S] 11W P41 1;001110.A' ! \--CORNER•D• RIGHT SIDE VIEW TOP VIEW (FOR 3£040 SISTEOSI 0-30! ! LECTRICAL (HSI 1(0(20NECT LO"ATION r OPTIONAL—„,„ TOAs CONT`RE3SOR 3�1f# ISCONNECT ACCESS PANEL 3.TI OISEONNECT �`-,,, • OUTDOOR COIL � C31 51 00 0 1111X0 1(tCTIOM 0000 011(ii TNS411580 438NNILOPSCC"X001 FtrNSIIE9 TIONAL FAOTORFy"! I_018 LOCATION I 1.711.pgea 11 �r 11 TRT SERVICE MIT _ I MU 4-i XA �� 4ILI•�MMIMIIiI.Htt�iSill*l j (L_J 1\11---) I 1 I 1150) SILi)I�II[UMItVIENI egil 1.-34 ANDLE FM TkICI SLOTS—i---m---- a n481 46 RIGHT SIDE VIEW A SIDESI 2 [1144] — ]FOA 38..441 AND 04400 SOSTLP4S !tT LEFT SIDE VIEW y — 42421 1m 4-1/IN FRONT VIEW 1201] 40110 120L0"E110 CONDENSING UN[TNF` 01/110114 10/20111 38AU2 1 3OAUD 138A00 - 02/08/12114 38011500344 H Commercial Split Systems Builder 1.391 Page 10 of 13 1 Certified Drawing for 10T Project: -'Untitled1 08/02/2018 Prepared By: 03 54P UN 170 A.a.I"4441 iii)tIt411I gL MEilflir IIT r T1 0. Aso H€1€+334 9E$€NnlwS..0.1.5t TESNtH7LC8,1EE ffirt4", ' A+ &30t4 Alli Or NE titcL44El AA Ails I 1Et a m 1 M 4t 04Atie¢L ¢ �INIT IIT'IEIONT 1NtTt91 tTEtGATE LA74I EF I#4YI ¢a9..atlrla 9 MT=mun 4 T'E SE€7 t11TA+AT TOP. NETHNN AI17 €13313-32 ...lit Ila[197.1N1 INTAFE TEi 41G14•19 4040 I [INS 44,1 NOI 1140001000 IN C 1 ASE IN tAILLIYETET1 41 11 GUA• -4:5 lit[Ili Kt] 4710•7€ 301 lit[Ili 111 i 111MI1 W 1.: T 41FEET ION7 OF}17FlCR4SNUU-19 ]tli Ikn G1i Ip] _ . pE.O0 01 0.LEAG:41KE41GUG-Id 4jT IA4[ITA 14] 3ESIT 0ff7in I'llIa141NOT-19. K#4 lit[IiT1,1LLf7S Ft7.i cbtTNdLK IIONT IIGE+2 f#4[Irt [ttt re] 41G1$-14 Til IQ'0[13T 141 . NOTC4i.ANl MELT LEFT Kid{: d F4 4 In. [14F s's1 40AU$-Ii 471 lit[I3f IKI I! LEE4L CUES GA JLN1101'TION GAT PAEYAII.. 1'-S I€. 11 I.8.27. 1 4- LI$114 PINK 1404 1.0'betPLIE4'NT EAR1E0. I € $.OIXT FLNIK IS.fiKTCOT 5A'ALIEO ANN FIEL%INSTALLED. . _..:_®m._._-_._,.._,_._._s: k'€FA 3 HES 01*010E1. TIt>CNOlE FLENRNI 11.140014,. E'3.tlIMIZIN 443303,3314t 010.0 COIL I OH1110) 1 tali' NOT TATEO COIL 1,000TI4it [K0 ]7 leb•... �.-»..., .,_. N'-7 3ea'... NE1000 Alt 7.4ILLE 41GGS0II1H [T7.17. ° [1195.41 U4#GHEQ 3USkENE14N 1080360110 u00000 1001410110 ELEtTHI«IEATI] /10074111/ I...-4.I t 14'.._. 1030.0] I"-6 3t9'.- OCT KAKI [40000100100 S3TA ]464.41 €SEE 00TE NSS. I Or ..� .-i°-lali'-. A;CE40 000 CG41'.t0 LII 41 OKT FLAAY.E [300.17 r6T00 340 EEti i' MI ENFE DOTE 751 lit FTY45'dl l 1t0• AL1Ei0xrE -.1-Ia. i. I. 01010 EF _ii / ,+. N. r 9h'-VEF.(ATV •T .'f x 3 I d:://-11'111A 1314. 11123 II 0 i 4 A- ,,-- -,,,,2 LTE90ATE _ 4ti I^- if, �..' ITI49I..711 FOE L10 II ibNGEtTI'o 411 001 0 1 0 Fly it NI LOCATION . "-'y e 08100000 - I S?T GIA FUN 101.11 0 La5VVECTIt911 3'-9 Ff IS' FON ROIL NET100 AID: 1JJT -`‘ LSA,$l [we 73 CONNECT TM IKTANE.. I 9 4 '+'9'SIA 040 TNTI 01.10 CO 0001109 S•4 10 11 ..,TM =`w.:_:....:..w.: �,,.,,.<..««. .:..,.,. .:.:...�.... I < 1/4\ p,,13 [I14e:E1 1' 0 1 1 1 I. d[33677 • ‘..\\',,. I. 1[A444ii• I 110 � i I -1 AF14 i N'.ETU0N.AIH �.- I'-4�If14[Hi,.l] . ___....,»»:.°.,_......,.,...«..,..__-,-._,.,....I, qi ii ',it[00T.17 [KI All.51 t r°• .`\' \ ,f 11200 U i 1 ,CEFTSA13 STAIN. _�„„-„„A<i !VAN ^'^ itgn /NATE /J LI Ito. xCCEF'ii I'4$i1104L11 / til 0] tYt FATE Of I-L't' S C19'-» IIHJ,l1 NET4NM IN 111 dd *titan 0330 FE1EAIE [Ti,47 4 1, - f 4 I d+#'DIA. 001 00011 CONNECTION FITTIld [Il4A.,I] DIA R1 3•4 4010 1114'GIA- Mt LIO110 CONNECTION [Til.-91 FRONT RIGHT SIDE [4A.s1 LEFT SIDE 447E WADIEIEE FAN COIL UN ITSRI 0If?3/I2 04121/10 40140 A 1 Q t , - 07 i 08.0 I0 117 40•41.,C0002,1 F Commercial Split Systems Builder 1.391 Page 11 of 13 Certified Drawing for 10T , Project: -Untitled1 1 08/02/2018 Prepared By: 1 03:54PM ELECTRIC HEAT ACCESSORY UNIT SIZES 07-12 DEATERCONDIttn. r WO DI* 1431 aV......71'''''''''''' \ :w m n rldl 'AV i i i .---, pil , t SIR.„ a aft-if •• : SOU . . , . . .. . i: . i h. ,• I • fie , i 1 UNIT SIZE 14•10 logra ccommAcat t.Inn MA 4,e ve Atte.... Yr MI . OW 11 . . ii ! [!. . . . . : . I : i . . . t . i . . .• . • . 1 . . : . • • . . r......, n D n n•-nnn, 140.7.D*A.001,1 MP DAT* 111111 trat--. PIM1. --1 1111 111111111 ......:,....„„,,,,....._.. vsozos 40R1J MIT SIZE A 8 C la E F 0 H .1 iG ' 'fa° 4..ele 2,Re 24"".1' IOW 14—21 [387.4) [1391.11 pel [so.41 [NEM [4Z4) 100 VG'] [1.3.4 L 1[71.17] [V;t3:1 PI] 144 ,i;1-1s, [:,v,9 1,,-44 1.1z, IfPf; NOT Dimensions is]]are mifieneters, Commercial Split Systems Builder 1.391 Page 12 of 13 Certified Drawing for 10T Project: -Untitledl 08/02/2018 Prepared By: 03 54PM ' ECONOMIZER ACCESSORY 6 TO 10'TON UNITS r it VT I ' 4 "tl. 4 597.0) 4 i . . v-; .4 6* 4- -44 ,44,.-- T 0 476 2 . 0 LiTSIDEAR ACCESS FOR 4 MOTOR CUTSI DE Alii ' . . . ,.. t 0 0 I„,....- 049 3) RE TiM4 AJR 0 744 1 Ow 4 4, 1 3'2' e 1 oss P 4-- I 3; f ) 3 3,4" 2) - L2 12" (1117.61 2 Ix 43U4 (13141) NOTE:Dimensions in ( )are millimeters Ultra Low Leak EconoMiSer X Accessory Commercial Split Systems Builder 1.391 Page 13 of 13