Loading...
Plans (20) LOCATION: (0q5° 5")1/ TECH NAME: �0ts� dl REITMEIER I 19570 SW 90th Court DATE: �s j� /7 Tualatin,OR 97062 T 503.603.0205 F 503.603.0150 JOB#: ReitmeierNW.com PAGE: / OF:( RECEIVED JUN 12 2.017 CITY OF TIGARD BUILDING DIVISION CITY OF TIGARD Ares of 00k REVIEWED FOR C!..4DE COMPLUANCL Approved* 1aca��o� OTQ [ I f Permit# 14A 410 E ( )� T ' L - r Address, ■�%.' ��' Suite#: t Dates OFFICE COPY t I I . Nimighip. 6950 HAMPTON HVAC REPLACEMENT 6950 5W Hampton St. Tigard, Oregon STRUCTURAL CALCULATIONS VLMK Project Number:20170243 Reitmeier Mechanical 19570 5W 90th Court Tualatin, OR 97062 t ,coc uR4 56359'7' r 12/17 OREGON (N, v 941. 75:2,0o �� ISONC. SO\\ EXPIRES: 6/30/2018 Prepared By: Kelli Sloven,E I.T. May 11,2017 . v V m K I... ENGINEERING + DESIGN 41,11111.1'. Structural Calculations:6950 Hampton HVAC Replacement DC-1 Project• 6950 Hampton HVAC Replacement Project Number: 20170243 Project Address: 6950 SW Hampton St. Document: Structural Calculations for Tigard, Oregon Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Details S-1 thru S-3 Structural Calculations C-1 thru C-7 Reference Documents R-1 thru R-4 PROJECT DESCRIPTION This '6950 Hampton HVAC Replacement' consists of the replacement of one (1) HVAC roof top unit (RTU) at the site located at 6950 SW Hampton St., Tigard, Oregon. An existing 1900 lbs unit is being replaced with a new 2731 lbs unit. The scope of these calculations is to review gravity loading to the structure and design anchorage for lateral loads as required by code. ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. Gcad2017\ 0170243\Calculations\20170243 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com Structural Calculations:6950 Hampton HVAC Replacement DC-2 CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, PF 25 psf Dead Loads Roof(Panelized) Roofing (new and future) 6.0 psf Insulation 3.0 psf 8.5" Concrete Deck 103.0 psf Miscellaneous 3.0 psf Total Roof Load 115.0 psf Additional Loads New RTU 2251. lbs New Curb Adapter 480 lbs Wind Ultimate Design Wind Speed, Veit 120 mph • Nominal Design Wind Speed, Vasa 93 mph Risk Category II Wind Exposure B Internal Pressure Coefficient GC0 = +/- 0.18 Seismic Location Latitude 45.42748 Longitude -122.74818 Seismic Importance Factor, Ie 1 .0 Risk Category II Mapped Spectral Response Accelerations Ss = 0.978 S1 = 0.423 Site Class D Spectral Response Coefficients Sds = 0.723 Sdl = 0.444 Seismic Design Category D Component Anchorage Factors ap Rp 1, S2o HVAC Equip 2.5 6.0 1 .0 2.5 GNAcad2017\,20170243\Calculations\0170243 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com 30'-0" I L1-1 I I I I I I 4k jI I I NEW HVAC UNIT I I AND CURB ADAPTER I I I (WEIGHT=2731#) I I I I I I I I I I I I I I I I I I I I I I I CONTRACTOR TO VERIFY I I EXISTING SUPPLY AND o I I RETURN LOCATOIN WITH cn I I EXISTING SUPPORT I I i I FRAMING I I I I I I I I I I I I I I I I I I 8.5"THICK PT I ROOF DECK I I I I I I I I I I I I I WALL BELOW I I I I I I I ri_ I ■ 'iIlf . ENLARGED FRAMING PLAN I, II , ^-2 3/16"=1'-0" r 6950 HAMPTON HVAC 20117o0243MAY,2017 PRHO. DATE 6950 SW HAMPTON ST KRS JCS FV M KENGINEERING + DESIGN TIGARD,OREGON S-2 °""�SW Kelly Avenue Portland,Oregon 97239 I tel:503.222.4453 I fax:503.248.9263 I www.vlmk.com ENLARGED FRAMING PLAN UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH(4)#10 x 1/2" TEK SCREWS SECURE ANCHOR TO CURB WITH(4)#10 x 1/2"TEK ,E SCREWS,TYPICAL 16 GAUGE STEEL'CANFAB' HVAC UNIT ADAPTER CURB OR EQUAL ANCHOR,(4) TOTAL,(1)EACH CORNER ON LONG SIDES OF UNIT • SECURE HVAC UNIT ADAPTER CURB TO EXISTING CURB WITH MINIMUM(4)#10 x 1/2" EXISTING WOOD NAILER TEK SCREWS EACH CORNER AND AT 12" (CONTRACTOR TO VERIFY) O.C.AT SIDES IF WOOD NAILER IS PRESENT, OR WITH 1/4"DIA x 1-1/2"EMBED SIMPSON TITEN SCREW MINIMUM EACH CORNER AND AT 2'-0"O.C. IF WOOD NAILER IS NOT • PRESENT,TYPICAL • EXISTING UNIT CURB / ` EXISTING PT CONCRETE DECK EXISTING ROOFING • • • CD1 HVAC CURB DETAIL S-3 1 1/2"=1'-0" 11 6950 HAMPTON HVAC 20170243 MAY,2017 6950 SW HAMPTON ST KRS JCS TIGARD,OREGON VVL M KENGINEERING + DESIGN S-3 SW KeIy Avenue Portland,Oregon 97239 I teL 5032224453 I fax:5032489263 I www.vtnkmm HVAC CURB 6950 SW VV L M K Project: Hampton HVAC Job#: 20170243 By: KRS Date: 4/17 Sheet#: C-1 ENGINEERING♦DESIGN HVAC Anchorage Design: Loading: Unit Weight: 2251 lbs Curb Weight: 480 lbs Unit Length: 10'-7.9" Unit Width: 7'-2.4" Unit Height: 4'-1.4" Sips= 0.723g Va,t 120 mph From Wind Spreadsheet: Ph= 45.3 psf Pv= 35.7 psf From Anchorage Spreadsheet: TpsD= 544 lbs (Per corner) Vpgp = 443 lbs UNIT CASING Anchorage: UNIT BASE AND BASE RAL Check#10 x 1/2" TEK Screws: SECURE ANCHOR 0X1/2" TEK SCREWS SECURE ANCHOR TO CURB Tallow= 866 Ib/screw (ICC-ESR-3223) I WITH(4)#10x1/2"TEK J SCREWS,TYPICAL Va„ow = 536 lb/screw 16 GAUGE STEEL'CANFAB' HVAC UNIT ADAPTER CURB > 544 lbs T and 443 lbs V OK OR TOTAL, EANCHOR RN) TOTAL,(1)EACH CORNER ON LONG SIDES OF UNIT SECURE HVAC UNIT ADAPTER CURB TO EXISTING CURB WITH MINIMUM ' Check#14 Wood Screws: (4)#10 x112”TEK SCREWS EACH CORNER AND AT 12"O.C.AT SIDES, Shear Capacity: TYPICAL EXISTING �••I MOUNTING CURB NDS Table 11L - 163 lb (ASD) i61 (APPROX UNITGHT) SHEATHING 1, x min 15 total = 2445 lbs EXISTING ROOF EXISTING ROOFING II > (4 corners)x443 lbs = 1772 lbs OK for Shear r: VERIFY THAT EXISTING CURB IS FASTENED TO EXISTING SUPPORT FRAMING WITH A#14 SCREW EXISTING FRAMING MINIMUM AT EACH CORNER AND AT 24"O.C., PER PLAN Tension Capacity: EACH SIDE.F ANCHORAGE DOES NOT EXIST, PROVIDE SIMPSON'LTP4'OR'A35'CLIPS AT NDS Table 11.26 - 172 Ib/inch (ASD) ROM THE NSIDE OF THE"CURB TO TH EE x2" = 344 lbs/ screw XISTING ROOF FRAMING x min 5 per side = 1720 lbs > (2 corners per side)x 544 lbs = 1088 lbs OK for Tension - „ 3933 SW Kelly Avenue Portland,OR 97239 tel 503.222.4453 fox: 503.248.9263 www.vlmk.com VVLMK Project: 6950 Hampton Job 4: 20170243 By: KRS Date: 4/17 Sheet# C-2 ENGINEERING +DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: x I 50s = „,0,x723, g Design Spectral Response Acceleration = 1,0 k Overstrength Factor [ASCE7 12.2-1 or 15.4-1] • 3 a Ap = [ASCE7 13.5-1 or 13.6-1] rkcG RD = 45.0„, [ASCE7 13.5-1 or 13.6-1] Ycg tet'-/-CR Ip = 1.00` [ASCE7 13.1.3] Z =; 40 ft Attachment height from base of structure • ' 2 h = , 40„#ry ;ft Average roof height of structure from base ' Xcg Wind Parameters: PLAN VIEW PHORIZ ''. 45.3 psf Design Wind Pressure (psf), 1.OW PUPLIFT = :. 3,5.7;.= 'psf Design Wind Pressure (psf), 1.OW MechanicalUnit Parameters: �CG Wp = 2,251 lbs Total Weight Zc9� X = 127 9 in Base Dimension (max) ' Y = 86 4: ;'in Base Dimension (min) Z =;r. 49 4,,,t in Height of Unit SIDE VIEW Zo„ro = 24.0 in Height of Curb, where occurs Load Combinations: Xc9 = 'A 45:3'' in Center of Gravity Seismic: Wind: Ycg = 553:`'in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.OW 4 9 = 165 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.7QE 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a S W Fp = R` IS p J ( 1+2h = 814 lbs <1.6SDSIpWp = 2604 lbs OK O.3SJSI pWp = 488 lbs OK Base Shear, SA/DE = 814 lbs Seismic, QE Wind: V„w = 2953 lbs Wind, 1.0W V,,,BASE = 2953 lbs Wind = 1772 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = ixo/Qy Anchor: dx dx^2 dy dy^2 ex = 20.963 in ey = -9.2875 in 1 45.25 2047.6 55.25 3052.6 Mx_x = 17058 in-lbs My_y = .-7558 in-lbs 2 82.65 6831 55.25 3052.6 Y Direction X Direction 3 45.25 2047.6 31.15 970.32 V1,3 = 247 lbs V1,2 = 152 lbs 4 82.65 6831 31.15 970.32 V2,4 = 283 lbs V3,4 = 174 lbs 17757.2 8045.77 Wind: V1,2,3,4 = 738 lbs Max V,,,ANCHOR = 738 lbs Wind = 443 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 32956 lb-in Seismic, QE Net Tension: Tx* = 750 lbs Mres,x = 76943 lb-in Seismic, QE Ty* = 947 lbs Mres,y = 52968 lb-in Seismic, QE - Wind: Mot = 108385 lb-in Wind, 1.OWMax T „,ANCHOR* = 947 lbs � N Mres,x = 91672 lb-in Wind, 1.OW = 544 (ASD), Mres,y = 63107 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift- 3933 SW Kedy Avenue Portland,OR 97239 tel: 503.222.4453 fax:503.248.9263 www.vlrnk.com VVLMK Project 6950 Hampton Job#: 20170243 By: KRS Date: 4/24 Sheet#: C-3 ENGINEERING- DESIGN - v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 04k TYPICAL SCREEN WALL 0 4,1 __---/e /0' - j0.4e. Fh r "`�' TYPICAL MECHANICAL UNIT = 7 Fh 4 �� H rt H '44*- r' h DESIGN INPUT B = 150 ft Horizontal Dimension of Building Measured Normal to the Wind Direction x.�. h = 4 40 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10) Height = 4.10 ft Height of Rooftop Structure or Equipment Width = 10.10 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 7.204 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 44.1 ft Height to Top of Structure or Equipment V„It = 120 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, &C] 8=.,- Exposure Category [Section 26.7.3] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] KZ = 0.761 Velocity Pressure Exposure Coefficient [Table 29.3-1] Kzf = 1.00 .m. Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] ANALYSIS qz = 0.00256KZKZtKdV„tt2 [Equation 29.3-1] qz = 23.8 psf Velocity Pressure at Ultimate Level GCr = 1.9 Horizontal: Force Increase &Gust Factor [Section 29.5.1] GCr = 1.5 Vertical-Uplift: Force Increase &Gust Factor [Section 29.5.1] Af = 43.87 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 77.04 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 6000 sf Building Area Normal to the Wind Direction Fh = q (GC )Af [Equation 29.5-2] 4 Fh = 1987 lbs Horizontal Design Wind Force (Ult., 1.0W) Ph = 45.3 psf Horizontal Design Wind Pressure (Ult., 1.0W) Fv = gh(GCr)Ar [Equa �. )-3) F„ = 2754 lbs Vertical (Uplift) Design Wind Force (Ult., 1.0W) Pv = 35.7 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax:503.248.9263 www.vlmk.com C-4 Design Maps Summary Report User-Specified Input Report Title 6950 Hampton HVAC Mon April 24,2017 21:17:47 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.42748°N, 122.74818°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III it fi I. ,,.5. { 4 tt .., aUt _ dye .'. nVO-i4"4,' _ 'x� '. ft ,,,� _ Mrd 8.' x zi: ' � � ...,,,,,t,._,,,-,-, ,,,,,-. .µms - � � S,`� i.� o€ g Y _ � ®• +� � '_ "E� 4 A` tom' ''�d +� r ., ...,.., 0,.. ..,_.. . --„,..,..r. , , -......4k,,,,,,,-/-, ,,,-..:-.01.-.4,,,,t, ,,,,,-,,, _ , ,-..._,,„, , ,,,-,_ ,..S4r,.x t..:$ :. "'.........' .,.-,.....'0/44„.:ilti` ,.,',':,. 0.4''',"I. .,,;;;;,rf'',,PP441( 40Pp4f- Pt===,= ir1,4*...,.`<,P-,7 P.,' e'=.4_:',:''3,==,•=P,',,--•=tit'-`,.==,,P,:,A====,'-',!P '911111re" '':",.,;-'1' -4,;,,L1..',,o et*,'',",,e,,,t=t=s,P* �tiei ,. .,,,,:."1"`-'7 "�- c.. �i ...:::. et _ �. - to . ,.',�.r �� .ias,. .yam USGS-Provided Output SS = 0.978 g SMS = 1.084 g SD, = 0.723 g Si = 0.423 g SM1 = 0.667 g S„ = 0.444 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. MCFa Response Spectrum Resin Response Spectrum A tm {.la 08.3 0. a 7 004 085 a 7 CL coo 4148 01 0 VI Q33 � 0.3+3 ji 444 43z 0.313 00,3, 0:11: Stu 011 185 003 0007 007 44"e040 0 083 7.07 1.20 1.30 110 1 28x3 003 cue a40 0.03 083 1.03 1_220 3.43 7.£X1 1.887 003 Period.T(sec) Period..T(880) For PGAM, TL, CR5, and C51 values, please view the detailed report. Although this information is a product of the U.S.Geological Survey,we provide nowarranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. 1 COC( u Ka+ fim VV L M K Project: H V itc Job#:2011 0214J By: 1<RS Date: S//7 Sheet#e 5 ENGINEERING+DESIGN c o Ssw Ha cern ktVike iZeplacenf DL-'17((0?sr ,(3+ 3.'s insvta.fion,- ;rip misc. + 103esF scab) = IIS PsF Extshn9 Unca= Ia00165 ,. 200-b3 cAA' Ki wi umh Z Z l,ci7s . 401.0 'Curb oula Met- m ZOO'(0 curio ,_ 1a61n.S Mo Pnt check -take k` still) of PT d eco., span - ?D ( ) vv - Zcl'3[ «S (--1,7,)c--.7F) =' Set•s psf-- 4 4 i�t exits -- I'1.q(o � (S� c�) v v w�l�f y Ni, I B•0,, ic,_ (setc.„) ) ,o W.qla tncreL4e. c,, 00ee At* 1 ncrease 14ove fh.ann e3 `% «. eel- osse ecfOr.:: 03,$).. _. :_ 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com 1 Project Title: 6950 Hampton HVAC ' Engineer: KRS Project ID: 20170243 Project Descr: C-6 Printed:11 MAY 2017,1:02PM General Beam Anal SI$ File=GtlAcad20171201702431C7A4YC-F12PM9GB-J.EC6 y ENERCALC,INC.1983-2017,Build:6.17.3.17,Ver.6.17.3.17 Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: 1'Strip Roof Slab-Existing Loading General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 30.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in54 )13(0.043 3 D(0.115�S(0.0251 Span=30-oft Z Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.1150, S=0.0250 k/ft, Tributary Width=1.0 ft,(Roof Load-1'Strip) Uniform Load: D=0.0430 k/ft,Extent=5.0-->>15.0 ft, Tributary Width=1.0 ft,(Unit Load-1'Strip) DESIGN SUMMARY Maximum Bending= 17.956 k-ft Maximum Shear= 2.387 k Load Combination +D+S Load Combination +D+S Location of maximum on span 14.250ft 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 0.158 in 2273 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 1.005 in 358 Max Upward Total Deflection 0.000 in 0 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx MnxfOmega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 30.00 ft 1 17.96 17.96 2.39 D Only Dsgn.L= 30.00 ft 1 15.15 15.15 2.01 +D+S Dsgn.L= 30.00 ft 1 17.96 17.96 2.39 +D+0.750S Dsgn.L= 30.00 ft 1 17.25 17.25 2.29 +0.60D Dsgn.L= 30.00 ft 1 9.09 9.09 1.21 Project Title: 6950 Hampton HVAC Engineer: KRS Project ID: 20170243 Project Descr: C-7 Printed:11 MAY 2017, 1:01 PM File=G:1Acad20171201702431C7A4YC-F12PM9GB-J.EC6' General B@8111 Analysis .INC.1983-2017,Build:6.17.3.7,Ver.6.17`3.17 Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: 1'Strip Roof Slab-New Unit Loading • General Beam Properties Elastic Modulus 29,000.0 ksi „ Span#1 Span Length = 30.0 ft Area= 10.0 in82 Moment of Inertia = 100.0m 4 0(0.0598) i ♦ * 'V oro.11 isro. ozst i + 2 Span=30.0ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.1150, S=0.0250 klft, Tributary Width=1.0 ft,(Roof Load-1'Strip) Uniform Load: D=0.05980 k/ft,Extent=5.0->>15.0 ft, Tributary Width=1.0 ft,(Unit Load-1'Strip) DESIGN SUMMARY Maximum Bending= $ 18. 839 k-ft r Maximum Shear= 2.499 k Load Combination +D+S Load Combination +D+S Location of maximum on span 13.950ft 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 0.158 in 2273 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 1.052 in 342 Max Upward Total Deflection 0.000 in 0 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx MnxlOmega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope 2.50 Dsgn.L= 30.00 ft 1 18.84 18.84 D Only 2.12 Dsgn.L= 30.00 ft 1 16.04 16.04 +D+S Dsgn.L= 30.00 ft 1 18.84 18.84 2.50 +D+0.7505 Dsgn.L= 30.00 ft 1 18.14 18.14 2.40 +0.60D Dsgn.L= 30.00 ft 1 9.62 9.62 1.27 r11-11 Performance Summary 15T HP pn�on� —UnUdod152 Prepared By: 03/03/2017 09:34AM Part Num ber:50TCQD1 ARI EER- 10.80 |EER. 12.0 Base Unit Dimensions Unit Length 127'$ in Unit Width- m6'4 in Unit Height- Opematin8VVeight 49.4 in Base Unit VVogh�� � 1775 lb Medium StatiOptionVarhoa|�ode�� 5 lb Temperature economizer with centrifugal power exhaust(Vertical Air Flow Only)- 371 lb Accessories 68.9/75 kW 460W80-3'00. 52.1 kw 400-3-50 Volt Electric Heater 85 lb Single Point Kit- 15 lb Total Operating Weight- 2251 lb Unit Unit Voltage-Phase-Hertz- 460-3-60 Air Discharge- Verticm| Fan Drive TypeType- Belt Actual Airflow. 6000 CFM Site Altitude- oft Cooling Performance Condenser Entering Air DB- 95.0 F k, Evapuxu ,Enh»hngAirD8- 80.0 F Evapunoou,EntahngmrVvo- �7W F EnuoringAirEntha|py- ' n1�4 BTU/lb Air �$9 F EvaponomrLoavingAirVVB- ' 57.6 F Evaporam,Leaving��rEnthalpy- 24''9 BTU/lb Gross Cooling Capacity- 179'60 MBH Gross Sensible Capacity- 130.50 MBH CumpmnoorPowar|nput- 1400 kWCoi| BypuxoFa�or ' 0.190 Heating Performance Outdoor Ambient Temperature- 47.0 F Enoo,ing��r|ndoo,Cni|DB- 70.0 F Lea�ngAir|ndoorCoi|D8- 96.1 F To�| HeuUngCopaudy- 16900 MBH|ntegno0odHeaUngCapaoity- 169.00' MBHHeadngPower|nput- 1423 kW HighTomponotumCOP- ' �3 LmwTompanotueCOP- ' 2.4 Bo'�,ioHoudingCapooity- 68.90 k Unit Leaving Air Temp- 132.4kW F Supply Fan External Static Pressure- Optinno/Aooauaoheo8�U«pmuoue 1.00 in wg Electric Heaters- Economizer. n'V2 /nw0 Power Exhaust- 0.06 in wg T»�|ApP|io��iunStatic(ESP+Unit Op�/Aoo)� (Fon�a�a|nc|u�em�rwm> Fan RPM. ' 1.08 in wg 817 2.92 BHP PackagedFonPoweRnroftopBui|de, 1.45 Page 6 of 10 R-2 Certified Drawing for 15T HP - Project: -Untitled152 03/03/2017 09:34AM Prepared By: UNITED P.O.ROx UPON tHIS DOCUMENT IS TUE PROPERTY OE CARRIER CORPORACEON S OESSAIOXDXSIYiEDPIRIXPEROfORM0IXCERE0R6 TECHNOLOGIES SYRACUSE.XY AND IS DELIVERED UPON THE EMPRESS CONDITION TRUE TIE / CARRIER 13111 OSPENTS NILS NOI RE OISCLOSEO OR USER WITROUT CANNIER ACCEPTANCE P DE CONTRACT STD UNIT CORNER CORNER CORNER CORNER C G CORPORATION'S WRITTEN CONSENT. UNIT WEIGHT N WEIGHT(A) WEIGHT(8) WEIGHT ICI WEIGHT IDE LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. X Y 2 5011C017 1775 807 419 218 364 166 403 183 530 241 45 1/4 [11491 55 1/4[14031 16 1/2 [4191 x STANDARD UNIT WEIGHT IS WITHOUT ELECTRIC HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. Y CORNER A CORNER B 1 X (1((74 )j) S (<I( 41),1). (1 (I•)!�)'') CORNER DTOP CORNER C I III 1, , pr, uii(„i MI1 m,,rimiuiu,,„,„,, uoRuuuoR „o,ommi,iru , uuru,r,uuuEu mmmoTooRuoR Tam 1 1 141111 1141 11 14 FRONT SHEET DATE SUPERCEDES 50TCO 17 SINGLE ZONE ELECTRICREV 2 OF 2 05/24/10 HEAT PUMP 50HE501633 Packaged Rooftop Builder 1.45 Page 4 of 10 OPTIONS: DIMENSIONED AND TOLERENCED PER ANSI 114.IMISB2 REVISIONS R-3 MATERIAL: ga.GAL STEEL INSULATED PANELS (WHERE REQUIRED) REV. DESCRIPTION DATE APPROVED 1"1-1/2LB DUCT INSULATION (R VALUE 3.85) ASN' Tag: I INITIAL DRAWING 2/8/09 MWG HORIZONTAL RETURN 2 ADDED SIDE DISCHARGE SHEETS 05/05/2011 GKF GASKET PROVIDED WITH CURB Approval: 1 1/2"ADDED TO EXISTING CURB O.D. 77 7/8"1 5" 24 1/16" 0 0RETURN AIR ,` VERT Al.. (4X) EXISTING CURB LAYOUT •'/ ��8. SUPPLY AIR ;� A.I.CROSS 709/16" - t`"- �. (UNDERCOVER' 56 1,2" A. `4,-----:- ..- -„-- ,:'''r .� 36 11/16"�{ -1 � �� • , 9 3/16" 6 14 7/8" '' INSULATED PANEL ,` ',/ RETURN 77 3/4" OUT END OF ADAPTER SUPPLY 2" 1215/8" 80 5/8" 1 1 -1 5„ - :mac . 18" 1 1---) 1'• 721/16" -I t 3" 79 1/4" CURB WEIGHT(LBS.> APPROVALS DATE TLE. 478.05 1-4012-4159 AVERIFY EXISTING CURB OD sfletcher *VERIFY SUPPLY AND RETURN OPENINGS "Ea 11""" Friday,May 06,20118:29:30 PM QUOTE#: CURB SHOWN IS CDI STANDARD CONFIGURATIONCDI RESERVES THE RIGHT TO CHANGE *NOTE ANY CHANGES 17560 TYLER ST NW2- LAYOUT WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION CDI *CALL WITH ANY QUESTIONS m�""� Ra, CDI ELK(763)391-7790 MN 55330 1-4012-4159 �V - MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. *FAX BACK IF DRAWING IS OK AS IS ,.b "E I LL ) 1- ECO* SCALE. 1:30 1 axEar. 1 or 5 . . . . 0 ,„.11°,. , Ell Accrssorm ullitimehrittamig-- _, - (Existing Unit) i 1 4 f .1 .i -..4 l'iti I 3t ' TIW AK VEN11LATION I., I T_ 41111 ,— MAX 0 OFF NOM N . 1 . -r-77---- - - ... Fr ...: 0 I I AUTO I In 1 „W9„7,249, ff NM TOPE114.4E HrAt PM. SYSTEM coNTROt HEN OFF F ONN IB , EJ r---1 0 r CO 3r 1 .2 AN 0 I I ,_ ...± illEINIMIERIMIILL -----1111 , f.----zi.---, ACCESSORY ZONE THERMOSTAT - 4 A 1-rti 1., ACCESSORY REMOTE comm.PANEL ACCESSORY REMOTE CONTROL PACKAGE .; I iysical la UNIT SIZE 50P0 . . 012 • . 014 016 OPERATING WT MI' Unit 1460 1516 17irdt with Economizer 1610 1616 1 1900 1 • Roof CurbL 200 200 200 COMPRESSOR Full Hermetic. 2 Cyl Semi Hermetic,4 Cyl Qty..Type 2 P64 2 P77 2 06D818 Oil(oz) 76 ea 76 ea 112 ea Capacity Steps 50, 100 0, 50, 100 0, 50, 100 — .. REFRIGERANT(Capillary Control) R-22 R-22 R-22 Charge(Ib)Sys 1*, Sys 2 7 8, 78 15 2, 17 2 16 8, 168 ——— _ -- -- — - — OUTDOOR COIL Copper Tube,Aluminum Plate Fins Rows 2 3 3 Fins/in. 17 14 14 Total Face Area (sq ft) 189 22 2 22 2 OUTDOOR AIR FAN Propeller Type. Direct Drive Nominal Cfm 8000 8500 12,000 Qty Diameter(in.) 2 22 2 22 2 26 Motor Hp(1100 Rpm)..Kw Input _ 1/2 12 . 1/22 _ 1 2 2 — -— - - - _ ___ INDOOR COIL Copper Tube.Aluminum Plate Fins Total Face Area(sq ft) 165 183 18 3 Rows,7Fins/in. 2 17 3 14 3 14 INDOOR BLOWER Centrifugal,Adjustable Belt Drive Qty Wheels Size(in.) 2 10x1O 2 10x10 2 10x10 Nominal Cfm 4000 5000 6000 Rpm Range Std 690- 978 805.1092 916-1186 Alt 878-1191 978-1265 1158-1428 Max Allowable Rpm 1550 1550 1550 Fan Pulley Pitch Diameter(in) Std 5 5 6 0 6 4 Alt 55 60 64 MotorPulley Pitch Diameter(in.) Std 2 4-3 4 2 8-3 8 3 4-4 4 Alt 2 8 3 8 3 4-4 4 4 3-5 3 Motor Hp(1750 R pm) Std 1 2 3 Alt 1-1/2 3 3 • _ __—_ _ ___... INDOOR AIR FILTERS,Type 10%efficient - Disposable Fiber Glass 2 20x20x2 4 20x20x2 x20x2 111110 City Size(in.) 2 16x25x2 4 20 4 16x20x2 1 4 16x20x2 . 3 16x20x2 __ *System 1 consists of upper portion of outdoor coil and lower portion of indoor coil 8 15T HP Project: -Untitled152 03/03/2017 09:34AM Prepared By: 15T HP Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.45 Page 1 of 10 Jo. . Unit Report For 15T HP 03/03/2017 dUn8dUod152v� 09:34AM Unit Parameters Unit Model. ��n�K���7&���'����� Dimensions Uni�Lang�h��tin.)&VVmiWht(|b.)�° 10'7.875" Unit Size. 17(15 Tons) Unit Width. 7~2'375^ Volts-Phase-Hertz. 460-3-60 Unit Height. 4' 1.375" Heating Type. Heat Pump ~~ Total Operating Weight.� 2251 lb {� Duc� g. Ve�ica|Supply/Verbcm/Return ~^ Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are provided primarily for shipppurposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Condensate Drain Line Size 3/4 Return Air Filter TypeS Throwaway Return Air Filter Quantity 6 Return Air Filter Size 20 x 25 x 2 Unit Configuration Medium Static Option Vertical Models Al/Cu-Al/Cu Electromechanical Controls w/W7220 Econo Controller Temperature economizer with centrifugal power exhaust(Vertical Air Flow Only) Standard Pang 2-Speed indoor fan motor controlled by VFD Warranty Information 1 Year Parts(std.) 5 Year Compressor(Stad.) 5 Year Electric Heater No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description 5OTCOD17A2A0'6DUGO Rooftop Unit Quantity 1 Base Unit Medium StatiOption Vertical Models Std leak Temp Econo X with W7220 control and cenpwr exhaust. Meets Calf.Title 24 FDD 2-Speed Indoor Fan(VFD)Controller Accessories CRHEATER284A0O 68.9/75 kW 460/480-3-60, 52.1 kw 400-3-50 Volt Electric Heater 1 CRG|NGLEO57AOO Single Point Kit 1 Packaged Rooftop Builder 1.45 Page 2 of 10 • Certified Drawing for 15T HP , Project: -Untitled152 03/03/2017 Prepared By: 09:34AM UNITED P.O.005 4000 IVIS DOCUNEXT I5 THE PROPERTA DC<AA A IEA COA POIIARIOX SUAMI SS IOX OC TNFS[DRAY 1X45 OA OOCUNE X IS — TECHNOLOGIES SXRACUSE.X AXOIS DELIVEREDUPOM 1 E EXSSCONDITIN TXAT THEN Iqi CORS IITUTF PARI PCREOANAXC[OACARRIERRR1X40XTEXTS YLLL XOi Bf015CLOSORUSED YINOUi CAA A IFRACC EP TAXCC OFCORTRAfi.g1AiION'S WPIiiEX CONSEXTIII111111 IlllpplHORIZONTAL 11RETURN AIR IS7/8HORIZONTAL166. 41-3/e W/0 ECONOMIZER CONNECTION SIZES II [1021 RETURN [10511 A 1 3/8" DIA[351 FIELD POWER SUPPLY KNOCKOUT II IIII IIII II WITHOUT HORIZONTAL ECONOMIZER SUPPLY AIR B 3' DIA(761 FIELD POWER SUPPLY KNOCKOUT lil Ii HORIZONTAL 5 5/8 y.. 53-3/4 li SUPPLY [1441 113651 C 3 5/8" DIA 1921 FIELD POWER SUPPLY KNOCKOUT IIII III III Il Illi 11,1 19-1/4 D 7/8" DIA [221 FIELD CONTROL WIRING HOLE _-__—u=—i'-.eri [4891 6-1/4 F 25 1/2 -..11/ E 3/4"-14 NPT CONDENSATE DRAIN �-3-1/d [1581 +I 1 6[157] [15714 5-5/8 5-3/8 [841 [1 441 [1381 [23 59318 1 - - - 1 [756] [951] I\IJ BACK c°zsei ' HORIZONTAL DISCHARGE WIG ECONI OUTDOOR AIR 615641 � NOTES: kN ORDERED) fib HOOD 68-1/8 [15641 \`` 1. DIMENSIONS ARE IN INCHES, DIMENSIONS 117271 (OPTIONAL) .(17301 11111,• 1JI IN [ ] ARE IN MILLIMETERS. \`\ /. 22,\\\� 2.S CENTER OF GRAVITY 3..DIRECTION OF AIR FLOW . hill 1 (K (0' ))) • 1I 14 1/8 J N:•)1n1 - [3581 18-3/8 HORIZONTAL RETURN ;a [4671 [4611 WI iH ECONOMIZER ® i 1 A,B,C E D L_ At ,_ (1' 61-5/8—� 17 1- 7-1/8 8208 ^ 11 TOP 11418 [2191 [1564] /1411 •• [781.51 127/8 _ II LEFT [a 6° ` BACK [3291 : 14 7/8 [3791 HORIZONTAL DISCHARGE w/ECM 11w4EN ORDERED) 24-1/8+1 1 (6301 y } .. f _ f BLOWER D 19 CONTROL FILTER INDOOR II VIII -y 4-3/4 [4831 BOM AND [1221 •ACCESS INDOOR ACCESS I CONDENSER I ////----ELECTRICAL 48-1/4 PANEL COIL II CO COIL ER COIL / DISCONNECT [12241 ACCESS 49-3/8 LOCATION PANEL [12531 � OUTSIDE* I 1 � A 45-3/8 AIR ELECTRIC HEAT III I -1-.4• 44- B [11511 ACCESS PANEL �� C© POWEROlt _I E EXHAUST FLOW 0.,_ .....i.. mom OH. ■-_ _ _ -9-3/8 DOOR LIFTING �-2-5/8 , LEFT 4-3/4-+ [2391 POWER EXHAUST HANDLE TTP 827946 8 (OPTIONAL) [1221 VERTICAL VERTICAL WIDTHCURB RETURN AIR SUPPLY AIR RIGHT 127-7/8 [32491 FRONT SHEET DATE SUPERCEDEA 50TCO 17 SINGLE ZONE ELECTRIC REV 1 OF 05/24/10 - HEAT PUMP 50HE501633 _ Packaged Rooftop Builder 1.45 Page 3 of 10 Certified Drawing for 15T HP Project: -Untitled152 03/03/2017 Prepared By: 09:34AM UNITED P.O.BON 1808 1916 DOCUMENT IS T....TT 0[CARRIER CORPORATION SUBMISSION Of THESE DRAWINGS OA DOCUMENTS STD UNIT CORNER CORNER CORNER CORNER CARRIER G[E8 SrRACUSE,NT 0oxrciTs[ii r2TUeixoisaos o[oa uTiolilTu TJ aai[R DOES NOT caMSTITUTE PART PERrORMAMC[oR UNIT WEIGHT W WEIGHT(A/ WEIGHT EB) WEIGHT IC) WEIGHT IN C.G. '�A/M�CARRIER 1Tzz1 CORPORATION A WRITTEN CONSENT. AcccPTAx<[of CONTRACT. LBS. KG. LBS. NG. LAS. KG. LAS. KG. LBS. KG. 1( Y 2 50TC017 1775 807 479 218 364 166 403 183 530 241 45 1/4 111491 55 1/4 114031 16 1/2 [4191 N STANDARD UNIT WEIGHT IS WITHOUT ELECTRIC HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. - Y CORNER A CORNER B X (1«< ), ((««l•I,) (( I•1»)�� CORNER DTOP CORNER C Iit ullulo' IL ® 111 11 111 1111 IIIII III VIII 111111 1P 1191 11� II III III III 1111111 Il III 111111 II ,II III I1 FRONT SHEET DATE SUP[RCEDES 50TCO 17 SINGLE ZONE ELECTRIC REV 2OF2 05/24/10 HEAT PUMP 50HE501633 Packaged Rooftop Builder 1.45 Page 4 of 10 Certified Drawing for 15T HP 040' Project: -Untitled152 03/03/2017 Prepared By: 09:34AM Service Clearance "----„..,„, l ,...„ ,... • .. a' ..,,,,, ,.,, k a Ilk 01 `,..,,,,,,,> I� B A ,/,�' fr /f C1239a LOCATION DIMENSION CONDITION A 36—in(914 mm) •Recommended clearancefor air flow and service 0 42—in(1067 mm) •Recommended clearancefor air Nov and service •No Convenience Outlet •No Economizer 18—in(457 mm) •No field installed disconnect on economizer hood side(Factory—installed disconnect installed) •Convenience Outlet installed C 36—in(914 mm) •Vertical surface behind servicer is electricallynon—conductive(e.g.:wood, fiberglass) 42—in(1067 mm) •Convenience Outlet installed •Vertical surface behind servicer is electrically conductive(e.g.:metal,masonry) •Economizer and/or Power Exhaust installed 96—in(2438 mm) •Check for sources of flue products with 10 feet(3 meters)of economizer fresh air intake D 42—in(1067 mm) •Recommended clearance for service NOTE:Unit not designed to have overhead obstruction.ContactApplicatian Engineering for guidance on any application planning overhead obstruction or vertical clearances. ausm s-a Packaged Rooftop Builder 1.45 Page 5 of 10 Performance Summary For 15T HP Project: -Untitled152 03/03/2017 Prepared By: 09:34AM Part Number:50TCQD17A2A6-6DOG0 ARI EER• 10.80 IEER• 12.0 Base Unit Dimensions Unit Length. 127.9 in Unit Width. 86.4 in Unit Height. 49.4 in Operating Weight Base Unit Weight 1775 lb Medium Static Option Vertical Models. 5 lb Temperature economizer with centrifugal power exhaust(Vertical Air Flow Only). 371 lb Accessories 68.9/75 kW 460/480-3-60,52.1 kw 400-3-50 Volt Electric Heater 85 lb Single Point Kit 15 lb Total Operating Weight 2251 lb Unit Unit Voltage-Phase-Hertz- 460-3-60 Air Discharge. Vertical Fan Drive Type• Belt Actual Airflow- 6000 CFM Site Altitude. 0 ft Cooling Performance Condenser Entering Air DB• 95.0 F Evaporator Entering Air DB. 80.0 F Evaporator Entering Air WB• 67.0 F Entering Air Enthalpy. 31.44 BTU/lb Evaporator Leaving Air DB. 59.9 F Evaporator Leaving Air WB• 57.6 F Evaporator Leaving Air Enthalpy: 24.79 BTU/lb Gross Cooling Capacity. 179.60 MBH Gross Sensible Capacity. 130.50 MBH Compressor Power Input 14.00 kW Coil Bypass Factor 0.190 Heating Performance Outdoor Ambient Temperature- 47.0 F Entering Air Indoor Coil DB- 70.0 F Leaving Air Indoor Coil DB• 96.1 F Total Heating Capacity. 169.00 MBH Integrated Heating Capacity. 169.00 MBH Heating Power Input 14.23 kW High Temperature COP. 3.3 Low Temperature COP• 2.4 Electric Heating Capacity. 68.90 kW Unit Leaving Air Temp• 132.4 F Supply Fan External Static Pressure. 1.00 in wg Options/Accessories Static Pressure Electric Heaters. 0.02 in wg Economizer 0.06 in wg Power Exhaust (Fan Data Includes Drop) Total Application Static(ESP+Unit Opts/Acc.)• 1.08 in wg Fan RPM• 817 Fan Power 2.92 BHP • Packaged Rooftop Builder 1.45 Page 6 of 10 • Performance Summary For 15T HP Project: -Untitled152 03/03/2017 ' Prepared By: 09:34AM NOTE• Selected IFM RPM Range: 679-863 Power Exhaust Return Duct Static. 0.20 in wg Max.Air to Exhaust 5150 CFM Electrical Data Voltage Range. 414-506 Compressor#1 RLA• 12.2 Compressor#1 LRA• 100 Compressor#2 RLA• 12.2 Compressor#2 LRA• 100 Actual Electric Heater kW 68.9 Electric Heater FLA- 90.2 Indoor Fan Motor Type- MED Indoor Fan Motor FLA• 4.9 Power Supply MCA• 131.5 Power Supply MOCP(Fuse or HACR)• 150 Disconnect Size FLA- 148 Disconnect Size LRA• 347 Electrical Convenience Outlet None Power Exhaust[Motor Qty/FLA(ea motor)]. 2/3.1 Outdoor Fan[Qty/FLA(ea)]: 3/0.9 Electric Heater Number of Stages. 2 Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Acoustics Sound Rating. 84.0 db Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 88.6 84.9 92.2 125 Hz 81.5 73.1 83.9 250 Hz 74.4 66.0 80.4 500 Hz 73.8 62.2 81.8 1000 Hz 69.4 56.3 78.7 2000 Hz 68.4 50.8 76.5 4000 Hz 69.1 47.6 72.2 8000 Hz 60.6 40.2 65.4 A-Weighted 76.9 65.1 84.1 Advanced Acoustics 41 a 1111 , 444 i lkik 0 t wo4 _ ---- , 4% .--(‘ 411 41% 0 hi Advanced Accoustics Parameters 1. Unit height above ground. 30.0 ft 2. Horizontal distance from unit to receiver. 50.0 ft Packaged Rooftop Builder 1.45 Page 7 of 10 . Performance Summary For 15T HP Project: -Untitled152 03/03/2017 Prepared By: 09:34AM 3. Receiver height above ground. 5.7 ft 4. Height of obstruction. 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction. 0.0 ft Detailed Acoustics Information Octave Band Center Freq.Hz 63 125 250 500 1k 2k 4k 8k Overall A 92.2 83.9 80.4 81.8 78.7 76.5 72.2 65.4 93.6 Lw B 66.0 67.8 71.8 78.6 78.7 77.7 73.2 64.3 84.1 LwA C 59.8 51.5 48.0 49.4 46.3 44.1 39.8 33.0 61.2 Lp D 33.635.439.446.246.345.340.831.951.7LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA 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. • Packaged Rooftop Builder 1.45 Page 8 of 10 Performance Summary For 15T HP Project: -Untitled152 03/03/2017 Prepared By: 09:34AM FanCurve iII-..I - -_� \ 7.50BHP� 9304RPna ''15 7-"liillIllIllIllIllr' - 800RPM .411;\ 110 •• N 5.00BHP 0- N U _ (Ur 50CFRA •u: - 400F�M - \ 200BHP -2CORPM '' . �.00BHP 1.50E14' 0.758HP \ m _..ted ._ a. 0 1 2 3 4 5 6 7 8 9 ' Airflow(CFM-thousands) RPM=817 BHP=2.92 MaximumRPM=1290 MaxnnumBHP=4.90 SC-SystemCurveRP-RatedPoint Packaged Rooftop Builder 1.45 Page 9 of 10 Unit Feature Sheet for 15T HP Project: -Untitled152 03/03/2017 Prepared By: 09:34AM ( Carrier WeatherMatke?- 50TCQ PACKAGED ROOFTOP HEAT PUMP UNITS 15 and 20 TONS PERFORMANCE FEATURES • PURON(R-410A)HFC refrigerant • ASHRAE 90.1 energy compliant • EERsupto 10.8 • IEERS up to 11.5 • COPsupto3.3 • Two-stage cooling capacity control on S models • Exclusive non-corrosrve composse condensate pan in accordance with ASHRAE 52 Standard,sloping design • Coppertube alurmnumfrn con IS with optonal corrosion resistant coils • Pre-painted exterior panels and pnmer coated,ntenor pane is tested to 500 no urs salt spray protection • Acutrol i refrigerant metering system • Cooting operating range up to 115F(45C)and down to 30F(-10) • Solid-state contra;board and easy access terminal board • Refrigerant fitter drier and accumulator on aeon refrierentaucurt • Fulyinsutatedcaornet • Automaticchangeoveranen used*nth auto-ohangeovertnermostat ' ,41eatherMaker(50TCQ)units are single-packaged heat pump • Rated in accordance with AIIRI Standard 340/300 units that are pre-wired and pre-rnargedwithPURON(HFG) • LstedbyETLanddesgned nsxodanoewwtn Underwriters refrigerant.Electric heat is available as a field-installed accessory. LaboratoriesSiandard 1985 The units are fullyfadorytestedand agency certified. MAINTENANCE FEATURES: • Accesspanetswith easy gnp nandies • Innovative,easy starting,no strip screw features on and access pa nee. • Two-men disposable return air filers • Bet dine evaporator-fan motor and pulley comcinationseve aoieon ail saes to meet any application �.. + CC'entraltemtina I board facilitating simple safety circuit troubleshooting ' -, .. 1.... and simplified control box arrangement INSTALLATION FEATURES: • Thru-the-bottom oweren COCOMJ I 1 p ctioapanitystanda d ,, • Single poirrteketr•icconnetions • Full perimeter base rail with built-in raging adapters and fork truck slots • Dedicatedvenicel and non=ntai airflow models available and ordered ass factory option only.No special conversion kits are required. Certified to ISO 9001 RELIABILITY FEATURES: • Soma compressors with internal line break overload protection • DependableTimelTemperature defrost board and logic • 24-volt control circut protected withresettablecircuit bmaker a Permanently lubricated evaporator-fan motor • Totem/enclosed eondenserr otors witn perntanentlyiubricated ,. „ bearings + • Loss of cnarge,freeze protection,and hugh-pressure switches •mew C oishtatabtati. STANDARD WARRANTY: poor.,iv* • 5-yeareiectric heaters • 5-yearcornpressor • 1-yearparts Many optionalwarrantieselso aveganle OPTION S INCLUDE BUT ARE NOT LIMITED TO: • Murti Protocol(R7LF-MP)and PremrerLmkr"Direct Digital Controllers • 115-volt convenience outlet(Powered and Unpowered/ • Non-fused disco nnect switch • Econorn¢eroptions for electro-mechaniceland DDC control • Corrosion resistant cos aptionsforevaporatorand condenser • Optional indoorfan motors for expanded airflow capability • At sson/electric neat gad-instilled option only) • Smoke detectors—Saptly and Return air • Accessory4'fitter track assembly(fed irtsta lled only) • Hinged access panels Fora complete list of options and accessories,refer to the Product Data Catalog forthis unit. Packaged Rooftop Builder 1.45 Page 10 of 10 OPTIONS: DIMENSIONED AND TOLERENCED PER ANSI Y14.5M-1993 REVISIONS MATERIAL: ga.GAL STEEL REV. DESCRIPTION DATE APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: Tag: 1 INITIAL DRAWING 12/8/09 MWG 1"1-1/2LB DUCT INSULATION (R VALUE 3.85) 2 ADDED SIDE DISCHARGE SHEETS 05/05/2011 GKF HORIZONTAL RETURN GASKET PROVIDED WITH CURB Approval: 1 112"ADDED TO EXISTING CURB O.D. 77 7/8" 50" 1 1 24 1/16" I— RETURN AIR ,` VERT A.I.(4X) EXISTING CURB LAYOUT !`\\, r , SUPPLY AIR �%` / A.I.CROSS DERC 66" 70 9/16" - /' 1 i (UNDER COVER) PO.'� - 56 1/2" - �,,. ``' �—3611/16"-1 /;.,' '� ;_'>-- ra `� I 14 /9" �.\,` � 0-0-' S 93/16" L 111100:s ` I !i