Plans (83) RECEIVED
SEP 4 2018
CITY OF TIGN D
BUILDING DIVISION
JC PENNY WASHINGTON SQUARE MECHANICAL
9500 SW Washington Square Road
Portland, OR 97223
STRUCTURAL CALCULATIONS OFFICE COPY
VLMK Project Number:20180347 CITY OF TIGARD
REVVIE ED FOR CODE COMPLIANCE
Apollo Mechanical AOT C proved: 1 1 e
7555 SW Tech Center Drive
Pcrrnit #: pec, l - no
Tigard, OR 97223 Address: nC,.�. , y„twki ?ave �rc
Suite #:
By: Date: q-n ZS
��R� C T URq<
co PROFESS 8/31/18
411111111r 6 55•'.
4101111111% 9 ,-E e/. o
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c�TC. NPG�
EXPIRES: 12/31/2018
Prepared By: Stephen Mark Stenberg
vvLmK
August 30,2018
ENGINEERING + DESIGN
August 30, 2018
BRIAN SCHAIN
Apollo Mechanical Contractors
7555 SW Tech Center Drive
Tigard,OR 97223
Re: JC Penny Washington Square
Project: Replacement Chiller 'CH-1'
Seismic Anchorage
Dear Brian:
As requested, the attached calculations and details provide for seismic anchorage of the new chiller
to be placed in the rooftop penthouse of the existing JC Penny Store at Washington Square.
Based on the reference information you provided as listed below, we understand that the new chiller
weighs less than the existing unit being replaced and the original chiller.
• The new Trane 180-T chiller weighs 9,526 lbs. with an operating weight of 10,101 lbs.
• The nameplate data on the existing chiller indicates that the unit is a United Technologies
Carrier model number 23X11010NC20. Based on cut sheet data provided, the weight is
9,750 lbs. with an operating weight of 11 ,055 lbs.
• Original mechanical drawings in the penthouse room are dated from 1974 and were
prepared by Key Engineering Co, Santa Fe Springs, California. The schedule on the
drawings indicates that chiller 'CH-1' was manufactured by York with an operating weight of
14,000 lbs., which is more than either the current chiller or the proposed replacement chiller.
We were not able to verify the design capacity of the penthouse floor slab, as original drawings for
the structure were not available from either owner representatives or the City. Further, means and
methods of rigging and installation of the new chiller are beyond the scope of our review.
Should you have any questions or need further information, please do not hesitate to contact us.
Sincerely,
VLMK Engineering + Design
92Jr.L-
TRENT NAGELE, P.E., S.E.
Principal
yVLMK
3933 SW Kelly Ave Portland,OR 97239 503.222.4453 VI.MK.COM
G1CAD2018\20180347\Correspondence\etter-cover with colts 6.15-18.docx Page 1 of 1
Structural Calculations:JC Penny Washington Square Mechanical DC- 1
Project: JC Penny Washington Square Project Number: 20180347
Mechanical
Project Address: 9500 SW Washington Square Road Document: Structural Calculations for
Portland, OR 97223 Building Permit
TABLE OF CONTENTS
Design Outline and Criteria DC-1 thru DC-2
Project Notes and Special Inspections DC-3
Structural Details S-1 thru S-3
Structural Calculations C-1 thru C-4
Reference Sheets R-1 thru R-11
DESCRIPTION OF STRUCTURAL SYSTEM
This 'JC Penny Washington Square Mechanical' project consists of the replacement of (1) chiller at the
site located at 9500 SW Washington Square Road, Portland, OR 97223. This package includes
structural calculations for the anchorage of the chiller to resist seismic forces. The analysis of the support
structure is not included in the scope of work.
***LIMITATIONS***
VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon
information provided by the client, who is solely responsible for the accuracy of the information. 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.
G\ACAD2018\20180347\Calculations\JC Penny Washington Square Mechanical-DCdocx
3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com
Structural Calculations:JC Penny Washington Square Mechanical DC-2
CODES
2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code)
DESIGN LOADS
Dead Loads
Mechanical Equipment
Trane 180-T Chiller
Dry Weight 9,526 lbs
Operating Weight 10,101 lbs
Seismic
Location Latitude 45.45133
Longitude -122.77833
Seismic Importance Factor, le 1 .0
Risk Category II
Mapped Spectral Response Accelerations Ss = 0.980
Si = 0.425
Site Class D
Spectral Response Coefficients Sds = 0.724
Sd, = 0.447
Seismic Design Category D
Component Anchorage Factors ap Rp 1p 52o
Chiller 1 .0 2.5 1 .0 2.5
MATERIALS
Drilled Anchors
Concrete Drilled Anchors
Hilti Kwik Bolt TZ Anchor ICC ESR-1917
GNACAD2018\20180347\Calculations\IC Penny Washington Square Mechanical-DC.docx
3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:501248.9263 www.vimk.com
Structural Calculations:IC Penny Washington Square Mechanical DC-3
SPECIAL INSPECTION
Comments Duration Inspection Agency
Concrete
Post-Installed Adhesive Anchors, Rods and
dowels in Concrete per ICC report P Testing Lab
SPECIAL INSPECTION NOTES
Duration refers to time and frequency of inspection for the portions of work indicated above.
C = Continuous inspection in which the special inspector is on site at all times observing the work
requiring special inspection.
P = Periodic inspection in which the special inspector in on site at time intervals necessary to confirm that
the work requiring special inspection is in conformance with approved permit drawings and
specifications.
The inspection agencies are as follows:
Engineer: VLMK Engineering + Design
Testing Lab: To Be Determined
Owner shall hire Special Inspector at owner's expense. The contractor shall notify the special inspector
when work is ready for inspection and maintain accessibility of work until it is reported to be in
conformance and approved by the Building Official.
GNACAD2018\20180347\Calculafons\jC Penny Washington Square Mechanical-DC.docx
3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com
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JC PENNY - MECHANICAL 2018PROJ047 00018"$
9500 SW WASHINGTON SQUARE ROAD sons TCN
V L RI I( PORTLAND,OR 97223
DRAWN
ENGINEERING + DESIGN AREA OF WORK S—I
3933 SW Kelly Avenue Portland,Oregon 97239 I tel:503.222.4453 I fax 503.246.9263 I www.vlmk.com ,Mrr,NO
57 3/4" +1-
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CHILLER SUPPORT
PER DETAIL(1/S-3)
TYPICAL (4)CORNERS
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EXISTING 3 1/2" HOUSE
KEEPING PAD
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CHILLER BY OTHERS
(WEIGHT=10,101.6 LBS)
I• • i I • •
71.303 in - NOTES:
(EQUIPMENT) 1. CONTRACTOR TO FIELD VERIFY
EXISTING CONDITIONS. IF EXISTING
CONDITIONS VARY FROM WHAT IS
SHOWN OR NOTED, CONTACT THE
ENGINEER.
2. CUT OFF EXISTING ANCHOR BOLTS AS
REQ'D TO INSTALL NEW ANCHORAGE.
DO NOT LOCATE NEW ANCHORAGE AT
EXISTING ANCHOR LOCATIONS.
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6-5
EQUIPMENT PLAN
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1/2" = 1'-0" S 100 FOUNDATION PLAN
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JC PENNY - MECHANICAL 20180347 06/21/18
9500 SW WASHINGTON SQUARE ROAD SMS TCN
V L M K ENGINEERING + DESIGN PORTLAND, OR 97223 °R""'" CHECKED
EQUIPMENT PLAN S-2
3933 SW Kelly Avenue Portland,Oregon 972391 tel:503.222.44531 fax:503.248 9263 I u v.vlmk.com
AI 1/2" DIA x REQ'D HILTI EPDXY
® ANCHOR, TYPICAL(2) BOLTS
EACH PLATE
I (i)
BASE PLATE AND
SUPPORT BY OTHERS
EQUIPMENT DETAIL
(71-
-3 1 1/2" = 1'-0" CHILLER SUPPORT
EXPANSION ANCHOR
PER DETAIL
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BASE PLATE
AND SUPPORT
EXISTING HOUSE ir
BY OTHERS
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CSOEQUIPMENT DETAIL
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JC PENNY — MECHANICAL 20180347 06/16/18
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9500 SW WASHINGTON SQUARE ROAD SMS TCN
V L M K PORTLAND, OR 97223 °R^"" CHECKED
ENGINEERING + DESIGN EQUIPMENT DETAIL S-3
3933 SW Kelly Avenue Portland,Oregon 972391 tel:503.222.44531 fax:503.248.9263 I www.vlmk.com
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VVLMK Project. JC Penny Job C: 20180347 By SMS Date: 08/18 Sheet C:C- 1
ENGINEERING 4.DESIGN
v3.00 -Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved.
Mechanical Unit Anchorage Design
il Based on the 2012 International Building Code and ASCE 7-10
DESIGN INPUT
Seismic Parameters: I x I
Sips = 0.724 g Design Spectral Response Acceleration
Q = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] 3 a
A = 1.0 [ASCE7 13.5-1 or 13.6-1] OCG
Rp = 2.5 [ASCE7 13.5-1 or 13.6-1] Ycg cR Y
Ip = 1,00 [ASCE7 13.1.3] S 1 2 5
z = 30 ft Attachment height from base of structure
h = 30 ft Average roof height of structure from base xCg
Wind Parameters: FLAN VIEW
PHORIz. = 5.0 psf Design Wind Pressure (psf), LOW
PUPLIFT = 5.0 psf Design Wind Pressure (psf), 1.0W
OCG
Mechanical Unit Parameters:
Wp = 10,101 lbs Total Weight Zcg
X = 124.0 in Base Dimension (max) ' '
Y = 51.0 in Base Dimension (min) SIDE VIEW
Z = 76.0 in Height of Unit
Zcurb = 0.0 in Height of Curb, where occurs Load Combinations:
Xcq = 62.0 in Center of Gravity Seismic: Wind:
Ycq = 26.0 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.OW
Zcq = 50.9 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W
ANALYSIS
Base Shear: (Load applied to all (4) anchors/corners together)
Seismic: 0.4a S W
Fp = ' OS ' 1+2-z = 3510 lbs 5 1.6S„SIPWp = 11701 lbs OK
R I Io h j >_ 0.3S1JSI pW = 2194 lbs OK
Base Shear, S VuE = 3510 lbs Seismic, QE
Wind: Vuw = 327 lbs Wind, 1.0W V,,,BASE = 3510 lbs Seismic
= 2457 (ASD)
Anchor Shear: (Load applied to each anchor/corner)
Seismic: Design Eccentricity = 5%
Anchor: dx dx^2 dy dy^2 ex = 3.1 in ev = 0.8 in
1 62 3844 26 676 Mx_x = 10882 in-lbs Mv_v = 2808 in-lbs
2 62 3844 26 676 Y Direction X Direction
3 62 3844 25 625 V1,3 = 921 lbs V1,2 = 906 lbs
4 62 3844 25 625 V2,4 = 921 lbs V3,4 = 905 lbs
15376 2602
Wind: V1,2,3,4 = 82 lbs Max V,,,ANCHOR = 921 lbs Seismic
645 (ASD)
Overturning/Uplift: (Load applied to each anchor/corner)
Seismic: Mot = 178744 lb-in Seismic, QE Net Tension: Tx* = -1186 lbs
Mres,x = 472953 lb-in Seismic, QE Tv* = -117 Ibs ,---„:
Mres,v = 190707 lb-in Seismic, QE
Wind: Mat = 12434 lb-in Wind, LOW Max T,,,ANCHOR* = -117 lbs Seismic
Mres,x = 563636 lb-in Wind, 1.0W = -8 (ASD)
Mres,v = 227273 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift --
3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax:503.248.9263 www.vImk.com
6/18/2018 Design Maps Summary Report
rlES Design Maps Summary Report
c -2
User-Specified Input
Report Title JC Penny Equipment
Mon June 18, 2018 13:32:48 UTC
Building Code Reference Document 2012/2015 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 45.45133°N, 122.77833°W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
Ji ll sboro
•Portland
Gre!
Beaverton
S
rtrN
10
Ttgar
Dike Oswego
Tualatin
•0
S he rwc of
•
USGS-Provided Output
SS = 0.980 g SMS = 1.086 g SDS = 0.724 g
S1 = 0.425 g 5M1 = 0.670 g Sp1 = 0.447 g
For information on how the SS and S1 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.
NICER Response Spectrum Design Response Spectrum
094
1.10 0NO
0.59
0.'72
............
094 0.6.4
0.77 0.56
0413
35 W 0
Alvl VS P
0,44 032
033 0.24
0.22 0.16
0.11 01➢13
01]0 0fa0
0110 0.3D 0.47 OW 0.110 1170 1.3) 1.10 I60 1210 2.00 0A7 0.3) 0.40 Oh17 044D IAD 1.3) 140 12x0 1210 200
Period,T(sec) Period,T(lace)
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://prod0l-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=45.451329&longitude=-122.778333&siteclass=3&risk... 1/1
C3
www.t}ilti.us Profis Anchor 2.7.7
Company: VLMK Engineering+Design Page: 1
Specifier: Stephen Stenberg Project: JC Penny
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 8/28/2018
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: HIT-HY 200+HAS-E 1/2
Effective embedment depth: hef,act=2.750 in. (het,rimd=-in.)
Material: 5.8
Evaluation Service Report: ESR-3187
Issued I Valid: 11/1/2016 1 3/1/2018
Proof: Design method ACI 318-11 /Chem
Stand-off installation: eb=0.000 in.(no stand-off);t=0.250 in.
Anchor plate: Ix x I,x t=19.000 in.x 5.000 in.x 0.250 in.;(Recommended plate thickness:not calculated
Profile: no profile
Base material: cracked concrete,2500,f0'=2,500 psi;h=5.000 in.,Temp.short/long:32/32°F
Installation: hammer drilled hole,Installation condition:Dry
Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present
edge reinforcement:none or<No.4 bar
Seismic loads(cat.C, D,E,or F) Tension load:yes(D.3.3.4.3(d))
Shear load:yes(D.3.3.5.3(c))
Geometry[in.]&Loading[Ib,in.lb]
Z
0+
SHEAR LOAD INCLUDES
OVERSTRENGTH FACTOR = 2.5
C►�o
f'6< 0.25
x
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
DLLIML.
C -4
www.bilti.us Profis Anchor 2.7.7
Company: VLMK Engineering+Design Page: 2
Specifier: Stephen Stenberg Project: JC Penny
Address: Sub-Project I Pos.No.:
Phone I Fax: Date: 8/28/2018
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values[Ib] Utilization
Loading Proof Load Capacity DN/Dv[%] Status
Tension - - - -/- -
Shear Concrete edge failure in direction x+ 2,302 2,391 -/97 OK
Loading PN Utilization DNA,[%] Status
Combined tension and shear loads - - - - -
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and
security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly
complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.
Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to
compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the
regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case
by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or
programs,arising from a culpable breach of duty by you.
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
TRANE® Submittal R
O
Prepared For: Date: May 1, 2018 w
Apollo
Attn: Brian Schain U-
w
Job: Project:
JC Penney Store #0288 WCCH-01 Chiller Replacement(180 Tons)
9500 S Washington Square Road (with Condenser Water Regulating Valve)
PORTLAND, OR 97223
Trane U.S. Inc. dba Trane is pleased to provide the enclosed submittal for your review and approval.
Product Summary
Qty Product
1 Trane Model RTHD Water-Cooled Chiller with VFD (180 Tons)
The attached information describes the equipment we propose to
furnish for this project,and is submitted for your approval.
Product performance and submittal data is valid for a period of 6 months
from the date of submittal generation. If six months or more has elapsed
between submittal generation and equipment release, the product
Bob Van Guilder performance and submittal data will need to be verified. It is the
customer's responsibility to obtain such verification.
National Account Manager
Trane US Inc.
A division of Ingersoll Rand
1617 Hutton Drive
Carrollton, TX 75006
Mobile: 214.957.3692
Email: bob.vanquilder(atrane.com
Website: www.trane.com
MOW
aunxins
ADVAJ
J::IJOBSI631302315171JCP 0288 Portland OR Chiller 180T w Reg Valve SUBMTTAL 5-1-18.doc
Table Of Contents R 2
Product Summary 1 J
r
Water-Cooled Optimus (TM) (Item Al) 0
Tag Data 3 LU
Product Data 3 ()
Performance Data 4 Z
Product Data Report-WCCH-01 180 3 5 W
Mechanical Specifications 7 Et
Unit Dimensions 9 �
Weight, Clearance&Rigging Diagram 15 LLI
W
Field Wiring 16
Field Installed Options - Part/Order Number Summary
Water-Cooled Optimus(TM) 17
JCP 0288 Portland OR Chiller Replace May 1,20
R - 3
Tag Data -Water-Cooled Optimus (TM) (Qty: 1) J
Item Tags) Qty Description Model Number Z
Al WCCH-01 180 3 1 Water-Cooled Optimus (TM) ( RTHD ) RTHD 0
Product Data -Water-Cooled Optimus (TM) Z
Item: Al Qty: 1 Tag(s): WCCH-01 180 3
• Water-Cooled Optimus (TM) W
• Water Chiller Business Unit, Pueblo, CO W
• Startup Included -Trane Service must start equipment for warranty to be honored
• B1 Compressor
• C/UL listing
• ASHRAE 90.1 2010 compliant
• AHRI certified
• ASME pressure vessel code
• Factory insulation -all cold parts
• Standard safety devices
• Full factory refrigerant charge (134a)
• Shrink wrap
• B1 evaporator
• Internally and Externally Enhanced Evap Tube -Water Only
• 3 pass evaporator water box
• Fluid type =water
• Left hand evaporator connection
• Standard grooved pipe
• 150 psi/10.5 bar evaporator water pressure
• B1 condenser
• Enhanced fin-copper 0.025"
• 2 pass condenser
• Fluid type =water
• Left hand condenser connection
• Standard grooved pipe connection
• 150 psi/10.5 bar condenser water pressure
• 460 volt/60 hertz/3 phase
• Premium Adaptive Frequency Drive
• 223 max RLA for drive and panel sizing
• Mech. disconnect switch
• BACnet MS/TP interface (Tracer)
• Chilled water reset- return water temp.
• Cond. reg valve cont. & %RLA(0-10Vdc)
• 6" 150 psi 115V 2-Way Water Reg.Valve (FId)
• Seal Kit (FId)
• Field install paddle NEMA-1 x2 150 psi (Fid)
• 1st Year Labor Warr Whole Unit
FLD=Furnished by Trane U.S. Inc. dba Trane/ Equipment Submittal Page 3 of 17
Installed by Others
JCP 0288 Portland OR Chiller Replace May 1,20 R - 4
Performance Data -Water-Cooled Optimus (TM)
Tags WCCH-01 180 3 ZO
Refrigeration capacity(tons) 180.00
Total power (kW) 123.33 U
Cooling efficiency(kW/ton) 0.6851
NPLV.IP (kW/ton) 0.4487
A weighted sound pressure (AHRI) (dBA) 83 W
u_
Refrigerant charge (Ib) 410.0 W
Leaving fluid evap (F) 44.00
Entering fluid evap (F) 54.00
Flow evap (gpm) 430.16
Fluid pressure drop evap (ft H2O) 16.09
Evap fouling factor(hr-sq ft-deg F/ Btu) 0.000100
Evap fluid concentration (%) 0.00
Evap fluid freeze point (F) 32.00
Max flow evap (gpm) 736.00
Saturated evap temp (F) 40.87
Entering fluid cond (F) 85.00
Leaving fluid cond (F) 95.00
Flow cond (gpm) 512.43
Fluid pressure drop cond (ft H20) 12.83
Cond fouling factor(hr-sq ft-deg F/ Btu) 0.000250
Cond fluid concentration (%) 0.00
Min flow cond (gpm) 353.00
Fluid pressure drop min flow cond (ft H2O) 6.54
Max flow cond (gpm) 850.00
Saturated cond temp (F) 99.77
Run load amps/AFD input amps (A) 166.15
Min circuit ampacity(A) 207.69
Max overcurrent protection (A) 350.00
Short circuit current rating (A) 5000.00
Length (in) 124.400
Width (in) 71.303
Height (in) 75.594
Rated refrigeration capacity(AHRI) (tons) 184.02
Rated cooling efficiency(AHRI) (kW/ton) 0.6809
IPLV.IP (kW/ton) 0.4482
FLD=Furnished by Trane U.S. Inc. dba Trane/ Equipment Submittal Page 4 of 17
Installed by Others
JCP 0288 Portland OR Chiller Replace May 1,2
R - 5
Job Information
z
•
Water-Cooled Optimus (TM) °
TRM/E`
z
W
IY
Tag WCCH-01 180 3 Compressor configuration B1 LWL
Model Number RTHD Evap configuration B1 W
Quantity 1 Cond configuration B1
TOPSS version number 211
Unit Information
Refrigeration capacity 180.0 tons Operating weight 10101.6 lb
Cooling efficiency 0.6851 kW/ton Shipping weight 9526.2 lb
NPLV.IP 0.4487 kW/ton Length 124.400 in
IPLV.IP 0.4482 kW/ton Width 71.303 in
Oil cooler Without Oil Cooler Height 75.594 in
A weighted sound pressure(AHRI) 83 dBA Refrigerant charge 410.0 lb
Evaporator Information
Leaving fluid evap 44.00 F Number of evap passes 3 pass
Entering fluid evap 54.00 F Evap fouling factor 0.000100 hr-sq ft-deg F/Btu
Flow evap 430.2 gpm Min flow evap 168.0 gpm
Fluid pressure drop evap 16.1 ft H2O Fluid pressure drop min flow evap 2.40 ft H2O
Evap fluid type Water Max flow evap 736.0 gpm
Evap fluid concentration 0.00% Fluid pressure drop max flow evap 42.6 ft H2O
Evap fluid freeze point 32.00 F Saturated evap temp 40.9 F
Evap tube type Water only
Condenser Information
Entering fluid cond 85.00 F Number of cond passes 2 pass
Leaving fluid cond 95.00 F Cond fouling factor 0.000250 hr-sq ft-deg F/Btu
Flow cond 512.4 gpm min flow cond 353.0 gpm
Fluid pressure drop cond 12.8 ft H2O Fluid pressure drop min flow cond 6.54 ft H2O
Cond fluid type Water Max flox cond 850.0 gpm
Cond fluid concentration 0.00% Fluid pressure drop max flow cond 32.4 ft H2O
Cond tube type 0.025"-enhanced Saturated cond temp 99.8 F
Electrical Information
Unit voltage 460.0V/60.0Hz/3Ph Starter type Premium AFD
Total power 123.3 kW Min circuit ampacity 207.69 A
Max overcurrent protection 350.00 A Starter expected inrush
Motor locked rotor amps Run load amps/AFD input amps 166.15 A
Short circuit current rating 5000.00 A
5/1/2018 TOPSS version number 211
Data aeneration date 4/9/2018 Page 1 of 2
FLD=Furnished by Trane U.S.Inc.dba Trane/ Equipment Submittal Page 5 of 17
Installed by Others
JCP 0288 Portland OR Chiller Replace May 1,20 R 6
Water-Cooled Optimus (TM)
Job Information
O
TRANE' LLJ
W
LLJ
Tag WCCH-01 180 3 Compressor configuration B1
Model Number RTHD Evap configuration B1 LJ
Quantity 1 Cond configuration B1
TOPSS version number 211
Information for LEED Protects
Refrigerant charge 410.0 lb IPLV.IP 0.4482 kW/ton
Rated refrigeration capacity(AHRI) 184.0 tons Rated cooling efficiency 0.6809 kW/ton
(AHRII
Note: This product meets the minimum efficiency requirements of ASHRAE Standard 90.1 and CANS/CSA C743 version 2010
(which are based on AHRI standard rating conditions)and,therefore,also meets the LEED"Minimum Energy Performance"
prerequisite in the Energy and Atmosphere section.
The LEED Green Building Rating System'',developed by the U.S.Green Building Council,provides independent,third-party verification that a building project meets green
building and performance measures.
Notes: All weights+-3%.Weights include 150 psig water boxes.
Operating weights include refrigerant,oil,and water charges. www.Ala umi CEaRTIFIEi
Water-Coaled Water Chilling and
Heat Pump Water-Heating Packages
Sound pressure measured in accordance with AHRI Standard 575-94. AHRI standards 5501590 arni 551/591
Certified in accordance with the AHRI Water-Cooled Water-Chilling and Heat Pump Water-Heating
Packages Certification Program,which is based on AHRI Standard 550/590(I-P)and AHRI Standard
551/591 (SI). Certified units may be found in the AHRI Directory at www.ahridirectory.org.
5/1/2018 TOPSS version number 211
Data generation date 4/9/2018 Page 2 of 2
FLD=Furnished by Trane U.S.Inc.dba Trane/ Equipment Submittal Page 6 of 17
Installed by Others
Evaporator Water Evaporator Water 41 Gals NOTES: M
r Connection Size 6 in NPS Pipe Size Storage (155 Liters) 1.Dimensional Tolerance+/_1/4" CD = c-
(152.4 mm) 2.Evaporator and Condenser Entering Fluid C
CD I Connection is the Bottom Connection.
i-.-t-, II Condenser Water 6 in NPS Pipe Size Condenser Water 28 Gals Evaporator and Condenser Leaving Fluid D 0 N
C. 11 Connection Size Storage Connection is the TopConnection. co
0--, (152.4mm) g (106 Liters)
CD
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REFERENCE ONLY L.
JCP 0288 Portland OR Chiller Replace May 1,2CI
Unit Dimensions -Water-Cooled Optimus (TM) R - 8
Item: Al Qty: 1 Tag(s): WCCH-01 180 3 J
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FLD=Furnished by Trane U.S. Inc. dba Trane/ Equipment Submittal Page 10 of 17
Installed by Others
JCP 0288 Portland OR Chiller Replace May 1,20 R 9
Unit Dimensions -Water-Cooled Optimus (TM)
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FLD=Furnished by Trane U.S.Inc.dba Trane/ Equipment Submittal Page 11 of 17
Installed by Others
JCP 0288 Portland OR Chiller Replace May 1, 20
Unit Dimensions -Water-Cooled Optimus (TM) R - 1(
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FLD=Furnished by Trane U.S. Inc.dba Trane/ Equipment Submittal Page 12 of 17
Installed by Others
JCP 0288 Portland OR Chiller Replace May 1,2
Unit Dimensions -Water-Cooled Optimus (TM) R - 1
Item: Al Qty: 1 Tag(s): WCCH-01 180 3 >-
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FLD=Furnished byTrane U.S. Inc.dba Trane/ Equipment Submittal Page 13 of 17
Installed by Others
JCP 0288 Portland OR Chiller Replace May 1,20
Unit Dimensions -Water-Cooled Optimus (TM) R -
Item: Al Qty: 1 Tag(s): WCCH-01 180 3 >-
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FLD=Furnished by Trane U.S.Inc.dba Trane/ Equipment Submittal Page 14 of 17
Installed by Others
I
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i ANTI-ROLLING CABLE 4
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(CHAIN OR SLING) 24" D) 90INTERNAL THREAD (Q D-A"S .
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NOTES:
LIFTING OPERATING WEIGHT Q
CD
WEIGHT(LB) WITHWATER(LB)
P.,. 1.DO NOT USE CABLES(CHAINS OR SLINGS) 0
EXCEPT AS SHOWN.OTHER LIFTING TS
C ARRANGEMENTS MAY CAUSE EQUIPMENT 9526.2 lb 10101.6 lb
Cr DAMAGE OR SERIOUS PERSONAL INJURY. 3
2.EACH OF THE CABLES(CHAINS OR SLINGS) c
USED TO LIFT UNIT MUST BE CAPABLE OF 36"--10
Ili SUPPORTING THE ENTIRE WEIGHT OF THE
UNIT.
3.LIFTING CABLES(CHAINS OR SLINGS)MAY Q I
NOT BE THE SAME LENGTH.ADJUST AS
NECESSARY FOR EVEN LEVEL LIFT. 36"
4.ADJUST AS NECESSARY USING SINGLE
POINT LIFT. TO PREVENT UNIT FROM
ROLLING,ATTACH CABLE(CHAIN OR SLING)
WITHOUTANY TENSION AS SHOWN.
5.DO NOT USE FORKLIFT TO MOVE OR 1 JJ
LIFT UNIT. t-- CO=
6.IF UNIT IS DISASSEMBLED,SEE SERVICE
BULLETIN RTHC-SB-2 FOR LIFTING AND 55" —
RIGGING OF COMPONENTS. _
NOTE: �j
ALLOW 36"OF CLEARANCE ABOVE ���J//
THE STARTER ELECTRICAL CONNECTION DOOR. - —1 - I 1 8
49"
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REFERENCE ONLY
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BBB UNITS
100.51
15.00
_ 10.24
46.85 t '
5.00 Typ.
18.70
1
1.00 Typ. t 110.66
NOTES: All Dimensions Are + or — 0.50
All Slotted Holes Are .625 x 1.00
_ t
REFERENCE ONLY t