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Permit M19-0137 - EDGECONNEX - DEMO MECHANICAL EQUIPMENT AND ADD COOLING UNITS
EDGECONNEX 3425 S 116TH ST 133 FINALED 04/30/2021 M19-0137 Parcel No: ��^�xx ^����o�vm"^U *~�~� v�o Tukwila Department of Community Development 63O0SouthcenterBoulevard, Suite #1VO Tukwila, Washington 9Q1W8 Phone: 206-31,3670 Inspection Request Line: 206-438'935V Web site: http://www.TukwilaWA.Rov MECHANICAL PERMIT 1023049043 Permit Number: W119'0137 Issue Date: 10/16/2019� Permit Expires On: 4/13/2020 Project Name: EDGECONNEX Address: Contact Person: Contractor: Name: Address: License No: Lender: Name: Address: P0BOX 49UO'SCOlTSDAU�TX, 8526l PAULVV|0FF 1U400RODGER5ROAD, HOUSTON' BURR COMPUTER ENVIRONMENTS INC lO4O0RODG[RSROAD, HOUSTDN' ''' Phone: (617)939'1661 Phone: (01)374'8644 Expiration Date; 8/18/2021 DESCRIPTION OF WORK: DEMOLITION OF EXISTING MECHANICAL EQUIPMENT AND INSTALLATION OF NEW DX COOLING UNITS TO CONDITION NEW DATA HALL, ELECTRICAL ROOM, AND CORRIDOR SPACES. ALL EQUIPMENT LOCATED INSIDE BUILDING, ON ROOF, OR ON GRADE ADJACENTTO BUILDING. INSTALLATION OF 4 STANDBY GENERATORS, Valuation of Work: $250,000.00 TypeofWurk: NEW Fuel type: ELECT Fees Collected: $3,136.86 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKVV|LA Sewer District: VALLEY VIEW Current Codes adopted bythe City ofTukwila: International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 20152015 2015 2015 National Electrical Code: VVACities Electrical Code: VVAC296-46B: VVAState Energy Code: 2017 20172017 2015 Permit Center Authorized Signature: / Date: ' v1141f I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name:rF'i79«;/ //• ,r`_ Date: r°/�7/ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 11: This review is for }iVAC only. The scope of work includes installation of 4 standby generators which I could not locate anywhere in the drawing set. 2: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 3: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 4: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 5: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 6: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 7: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 13: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: 3 - - kck Date Application Expires: al lf \C't (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** Site Address: 3425 S. 116th St., Tukwila, WA 98168 Tenant Name: EdgeConneX King Co Assessor's Tax No.: 38-3899305 Suite Number: 133 PROPERTY OWNER Name: RReef America Reit II Corp. MMMM7, WA Address: 3425 S. 116th St. City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Paul Wicoff Address: 10400 Rodgers Road City: Houston State: Tx Zip: 77070 Phone: (617) 939-1661 Fax: Email: paul.wicoff@bceLcom Floor: New Tenant: 1 1 Yes ..No MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ 250,000 Describe the scope of work in detail: Demolition of existing mechanical equipment and installation of new DX cooling units to condition new data hall, electrical and corridor spaces. All equipment located inside building, on roof, or on grade adjacent to building. 1W-A-ct.\\(173vx. <--4-,A4mA oae,,A,-44tktvs, Use: Residential: New El Replacement ...... ..111 Commercial: New Replacement Fuel Type: Electric Gas Other: HAApplinai ionsTurins-Applical ions On Linn \ 201 Applications \ Mechanical Permit Application Revised 11-4-16.docx Revised: January 201G hh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor fumace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm 2 Unit Type Qty Air handling unit >10,000 cfm il 0 Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator -- domestic Incinerator - comm/industrial Unit Type Qty Fire damper 2 Diffuser 16 Thermostat 2 Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/I00,000 btu 3-15 hp/500,000 btu 15-30 hp/I,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can bc heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 d131A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-IOPM, Saturday, Sunday and State -recognized holidays, A few sounds are exempt from the noise code, including: • Warning devices; - Construction and property maintenance during the daytime hours (7am-lOpm); • Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction - in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fcc schedules. Expiration of plan review - applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING 0 R OR AU111012472E4 GENT: Signature: Date: 1 iv-i To 11 Print Name: Paul Wicoff Day Telephone: (617) 939-1661 Mailing Address: 10400 Rodgers Road Houston TX 77070 City State Zip H:1Appl icabons1Forins-Appl icat ions On Line 2016 Applications1M hnit Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 2 of 2 Cash Register Receipt Receipt Number City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY I PAID PermitTRAK 144.20 M19-0137 Address: 3425 S 116TH ST 133 Apn: 1023049043 72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 PG19-0116 Address: 3425 S 116TH ST 133 Apn: 1023049043 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 PLUMBING $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $70.00 TOTAL FEES PAID BY RECEIPT: R20145 $144.20 Date Paid: Friday, February 14, 2020 Paid By: STEVEN H GROSDIDIER Pay Method: CREDIT CARD 03E04A Printed: Friday, February 14, 2020 9:37 AM 1 of 1 SYSTEMS CO TUKWTLA ETRAKIT 6200 SOUTH[ENTEK BLVD TUKWILA' WA 98188 206-433-1870 CITY OF TUKWILA Date: 02/I4/2020 09:36:39 AM [xEozT [AKo SALE MASTERCARD CARD NUMBER: ++^+++*++*I473 K TRAN AMOUNT: $144.20 APPROVAL [D: 03E844 KE[VKD #: 880 CLERK ID: Laurie Thank you! Customer Copy ' DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,519.09 M19-0137 Address: 3425 S 116TH ST Apn: 1023049043 2,519.09 MECHANICAL $2,399.13 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $2,365.98 TECHNOLOGY FEE 9.96' TECHNOLOGY FEE R000.322.900.04.00 0.00 $119.96 TOTAL. FEES PAID BY RECEIPT: R18829 $2,519.09 Date Paid: Wednesday, October 16, 2019 Paid By: BURR COMPUTER ENVIRONMENTS INC Pay Method: CHECK 47474 Printed: Wednesday, October 16, 2019 10:39 AM 1 of 1 SYSTEMS sh Register Receipt City of Tukwila ' DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $652.02 M19-0137 Address: 3425 S 116TH ST 133 Apn: 1023049043 $617.77 Credit Card Fee $17.99 Credit Card Fee R000.369,908.00.00 0,00 $17.99 MECHANICAL $599.78 PLAN CHECK FEE R000.322.102.00.00 0.00 $599.78 PG19-0116 Address: 3425 S 116TH ST 133 Apn: 1023049043 $34.25 Credit Card Fee $1.00 Credit Card Fee R000.369.908,00.00 0.00 $1.00 PLUMBING $33.25 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18391 R000.322.103.00.00 0.00 $33.25 $652.02 Date Paid: Wednesday, August 21, 2019 Paid By: PAUL WICOFF Pay Method: CREDIT CARD 07332S Printed: Wednesday, August 21, 2019 2:17 PM 1 of 1 c YSTEMS 0 CO TUNWIL4 ETRAKZT 6200 SOUTH[ENTER 8LVD TUKWZLA' WA 98188 200'433'1870 CITY OF TUKWILA Date: 08/2I/2019 82:16:58 PM [xsozr [xno SALE MASTERCARD CARD NUMBER: ~*********2752 K TKAN AMOUNT: $652.02 APPROVAL [D: 07332S RECORD #: 008 CLERK ID: kandace Thank you! Customer Copy Picture shown may not reflect actual configu GENERAL DESCRIPTION, This series of isolator combines the open ����^9���^����UU�� �*�^m����U^����*� --.~'~-''..,~~...� Restrained Vibration Isolators for C27'C32,3512,3516'[|175-16 8OdC175-20 _ ��E C0.%W� o�N��E ���CEIVE[} APPROVED CITY OF TUKW|[A OCT�0� ��1� AUG� � ���� �wv �a ww^w ==� ~ , ~~� PER0111"CEWTER ��h�nf���iK� `~'~�—'___- d welded steel housing. The housing is designed to limil, equipme' a * in a * irec ions a ue o seismic loads. Anexternal adjusting bolt allows for full levelling capability ofthe equipment. Features and Benefits � Housings are welded steel construction ° Maximum deflection iaover 1^atastatic rated load of2336kg(6.15O|b).2712kg (5.Q8O|b).and 2Q48kg(8.5DOlb) per isolator. ° Isolator weight -G3kg (138.9 |b) ° Mounts are strategically placed under the factory designed base tosupport the generator, engine, and reamtnr • Installation spacer between the upper and lower housings ensures ao-curmteinstallation height ° Springs are not welded tocups orhousings ° Bao1omehcacoustical spring cups are used under each spring, eliminating rnota|'to'me1a| contact � The lower housing incorporates onoversized base plate that spreads the anchor bolts over awider area ^ Mounts are designed tnbeanchored toa concrete ursteel base * Pre -drilled holes inthe housing base are easily accessible and nimpWyinsto|\ation 0 Mounts are designed toba-,rrWv-a� concrete or steel base witJ 3/4" or equivalent hardware * All zinc -electroplated hardware provides superior corrosion resistance • Shipped loose for customer installation ° Seismic certification per applicable building codes: IBC 2000.IBC 2003.IBC 200S.IBC 2000.CBC2007 • Tested and analyzed inaccordance with: ASCE7'Q8.ASCE7'O2.ASCE7'O6.|CC'ES AC-15G � Side loading capability ofisolators is matched hothe package certification level. Refer to|BC Certification documents for details. ° Anchoring details are ui�tospecific, and are dependent onmany factors such aa generator set size, weigh1, and concrete strength. IBC Certification requires that the anchoring system used iureviewed and approved byoProfessional Engineer. Generator Anchoring (to top Ofabove ground storage tank. Above ground 11 ~ ' Attaciftents ° ' ~ ' Isolator Data , All Frames ace OrWN, Throughout base SolidIt bs) 2336 3508 i4UO.1G8O and 1800 3512B 1400,1600 and 1800 1400 and160U Throughout base Radiator Generator, Engine iU 10 12 2 8 w� 2,336 (5150) 2712 (5980) 28.2 (1.11) 2D.2 (111) 28.2 (1.11) 377(5364) 377(5364) 377(5364) 325(4626) 377(5364) 4068 ` ' 4068 ` ' 4068 ` ' 3508 (7734) 4068 (8968) VVhda/Dk.Purple VVhito/Dk.Gruan Radiator Genemtor, 2 8 2336 (5150 2712 28.2 (111) 28.2 (111) 325(4626) 377(5364) 3508 (7734) 4068 White/Dk.Green Radiator Generator, Engine 4 8 2336 2l2(111) 325(4626) 3508 (7734) 2712 4068 5980) 28.2(1.11) 377(5364) (8968) VVhda/Ok.Gnaan ' Generator Frame Size 1600 and 1800 35166 1600 and1880 1600 ond18OO 1600 ond18OO Mount ' placement Throughout base 12 12 14 14 , RatedCapacity 2336 (5158) 2336 (G1SO) 2336 (515O) 2338 (5150) � Rated Deflection mnmm��m) _ _ 28.2 (111) 28.2 (111) 28.2 (1]1) 28.2 (111) 325(4626) 325(4G26) 325(4G2G) 3508 (7734) 3508 ` ' 3508 (7734) 3508 (7734) Color-^� (Springs) VVhite/Dk.Purp|e VVhite83k.Purpka VVhba/Dk.Purp|e VVhha/]k.Purpk* � 2 Attachments Isolator Drawing CAT 6 12 411 if OA 2 4 2 a trier I. 11 , 4 JIIMMe MEL linerd...11111111111111110 KM IIIIIIIM ligli ra 1.1111111111111 gil I '/8 1 1/2 11 1/4 13/16 DIA HOLE FOR ATTACHMENT TO CONCRETE (6 EMP) (BASE PLATE/ /a DIA HOLE FOR ATTACHMENT STEEL 14 TYPI /VIEW CUT AWAY FOR CLARITY' 6 Ai FREE& OPERATING HEIGHT 14 TA 3/4 REMOVABLE ADJUSTING BOLT COMPRESSION PLATE STEEL SHIM (REMOVE AFTER SPRING ADJUSTMENT) _f- 3/8 GAP 1/4 - 3/8 ELASTOMERIC SNUBBER ELASTOMERIC CUP STRAP FOR SPACER REMOVAL 1/2 LIMIT STOP (NOT SHOWN IN TOP VIEW FOR CLARITY) Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "Power Edge" trade dress as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. LEHE 1 290-03 (01/19) cat.com/electricpower ©2019 Caterpillar All rights reserved. APPROVAL DRAWNG SENT FROM IONIC ENCLOSURES ON 7/29/19 cUSraMER PO NUMBER 872219-8V-9T HENNIG S/a NUMBER 9102426 GENERATOR MODEL CAT L7SOKV Norm MANUFACTURE OF THE RIMS SHOWN IN T115 DRAWING CANNOT START UURI TH5 DRAWING IS RECENED AT HENNG W11H CUSTOMER APPROVAL ANY ALTERATIONS MUST BE NETMNED AND WILL BE SUBJECT TO HENNIC REN1EW, SIGNED AS A➢PRCNED WIE CMS DATE SIM A -A NE EiN WIRD WE NS tenc Wes map B1 MICA 5 BE D/WINT PIUP91Y a IFNAG ono, R 6 ARP9ED RR MD MIMES N 1431G CONS WEY NO WA VI DPJARD. CI 03RD W WIN or DC WORM MC CD MOB ON lEt4001211PEMS WDar nE .tom OF xONG Nb 9 RI ED Anchor locations, typical. 12 anchor points, 6 per side of generator. Desakullal Standud IIAm9 I IN Loose Pads: Exhaust Extension and Flapper (rain cap) installed by others on -site. (all hardware included) kghls (lbs.) Talk Gen6e10ry Eas. TM 18,879 32668 11,006 62,546 61N 9Mi91 kdnEn ow 9y I'ler WO It* r tee Vet r Settlers Dern Yet 5 6e 666 lox r/ Der PTV* NO, ri Aien "ofe LN:LANtFilCAP Lerltt9:16 Wald NO Caw 6' Prihry Crown Veil MON RPM ON V mAAA DOM It a LS r{ 1X1555AVM Cf A WO FAR NANYAO VMS IN ITALC C161016AS ONLY MOW IMAM, CA Y LON ortf Cr 66 INMAN pew NENIN EAPASSID ON15USIA= REM eour ;LOAL Of NAK ROM (I) ud has A CP *re ree 4 ereerh tortly Seer Pet ItO LINTI ead kir Ana* ter le Lent MTh 62 hphn WA *el to CAT With rEr heedttla hour, hPctb,541 Anchor locations, typical. 12 anchor points, 6 per side of generator. a) Creerfleg (4) Vi-I3 m• El men MUSTANG CAT lag. Serie Ant I a" 04114FINNIG 1,5c1 46 Eda41 MOW GE-I441 u n LJ n LJ Lj n n U n LJ n n 3425 5 116th St - Bldg 6 Tukwila, WA 98618 VLMK Project Number: 20190072 Burr Computer Environments, Inc. 10400 Rodgers Rd. Houston, TX 77070 CORRTIOR1 LTRtS ENGINEERING + DESIGN RE"; E'A CODE CO" "PLIANCE AP;V„O''E D OCT 092019 City of Tukwila BUILD'.NG DIVISION Prepared By: Kell' Sloven, E.I.T. May 28, 2019 RECEIVED CITY OF TUKWILA SEP 2 6 2019 PERMIT CENTER Structural Calculations: EOCSEA-i - Phase 3 DC - 1 Project: EDCSEA-1 - Phase 3 Project Number: 20190072 Project Address: 3425 5 116th St - Bldg 6 Document Structural Calculations for Tukwila, WA 98618 Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Calculations C-1 thru C-44 Equipment Cut Sheets, As -Built Roof Plans, R-1 thru R-25 and HVAC Support Plan DESCRIPTION OF PROJECT The IEDCSEA-1 - Phase 3' project consists of installing mechanical units on the roof, anchorage of equipment to interior and exterior slabs, and infilling existing wall openings with CMU at an existing building in Tukwila, Washington. These calculations include an analysis of the existing roof framing, as well as mechanical unit equipment anchorage design. ***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 NAcad2019\20190072\Colculations\20190072 DC,docx 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com Structural Cala'aliens: EDCSEA•1 • Phase 3 DC - 2 CODES 2012 International Building Code as Amended by the State of Washingtong DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, Pf Snow Drift 25 psf As Required Dead Loads Existing Roof Roofing and Reroof 3.4 psf Insulation 0.5 psf Sheathing (1/2" plywood) 1.7 psf Sub-purlins (max 2x4 at 24") 0.7 psf 4x14 RS DF #1 Dense Purlins at 8ft O.C. 1.6 psf GLB 6 3/4" x 27" at 24ft O.C. 1.7 psf Mechanical and Electrical 1.1 psf Suspended Ceiling 1.8 psf Sprinklers (Assumed 2" dia at 8ft O.C.) 0.5 psf Total Roof Load 13.0 psf Additional Loads Roof Mounted Mechanical Units As Noted Wind Basic Wind Speed (3-second gust) 120 mph Wind Importance Factor, lw 1.0 Occupancy Category 11 Wind Exposure Seismic Location Latitude 47.4982 Longitude -122.2900 Seismic Importance Factor, le 1.0 Occupancy Category 11 Mapped Spectral Response Accelerations S5 = 1.516 = 0.569 Site Class Spectral Response Coefficients Sd5 = 1 .01 1 Sdi = 0.569 Seismic Design Category Component Anchorage Factors o R, 0. HVAC Equip 2.5 6.0 1.0 2.0* *Per ASCE 7-16 GNAcad2019\20190072\Calculations\20190012 DC.docx 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vImk.cern ENGIN EERING ESIGN Project.,- ob #: W 10011 By F— 12-S Date: \ I 1 i Sheet n: 3933 SW Kelly Avenue Portland, OR 91239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com C-1 Wood Beam #: KW-06002728 Description : Existing 4x14 Purlin with Condenser CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Beam Bracing D(0.778) Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: Fb + Fb - Fc - PrIl : Douglas Fir - Larch Fc - Perp : No.1 & Better Fv Ft Beam is Fully Braced against lateral -torsional buckling C-2 Printed: 14 FEB 2019, 10:14AM File ri BVicad2019‘20190072‘CalculationsI20190072 EBCSEA01-P113.ec6 Software co yright ENERCALC, INC. 1983-2018, Build:10.18.12.13 . D(0.778) D(0.0904) S(0.2) 1 Licensee : VLMK CONSULTING ENGINEERS 1,200.0 psi 1,200.0 psi 1,550.0 psi 625.0 psi 180.0 psi 800.0 psi Density E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend -xx 660.0 ksi 31.210pcf 4x14 Span = 24.0 ft Applied Loads Uniform Load : D = 0.01130, S = 0.0250 ksf, Tributary Width = 8.0 ft, (Roof Trib) Point Load : D = 0.7780 k @ 14.0 ft, (P mech) Point Load : D = 0,7780 k @ 0.0 ft, (P mech) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 2,121: 1 4x14 2,926.98 psi 1,380.00 psi +D+S 13.139ft Span # 1 1.230 in 0.000 in 2.092 in 0.000 in Vertical Reactions Load Combination Support 1 Overall MAXimum 4.587 Overall MINimum 2.400 D Only 2.187 +D+S 4.587 +D+0.750S 3.987 +0.60D 1.312 S Only 2.400 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Ratio = Ratio = Ratio = Ratio = Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 234 <360 0 <360 137<180 0 <180 Support notation : Far left is #1 Support 2 3.939 2.400 1.539 3.939 3.339 0.923 2.400 Values in KIPS 0.568 : 1 4x14 117.52 psi 207.00 psi +D+S 22.949 ft Span # 1 Wood Beam Lic. # KW-06002728 Description : 4x14 Purlin with Channel Reinforcing (2/5 total load) CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties n Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Beam Bracing D(0.311) Douglas Fir - Larch No.1 & Better Fb - Fc - PrIl Fc - Perp Fv Ft Beam is Fully Braced against lateral -torsional buckling D(0.311) D(0.0361 S(0.08) Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-3 Printed: 14 FEB 2019, 10:13AM Rio GlAced20191201900721Calculationst20190072 EDCSEA01-Ph3.ec6 copydght ENERCALC, INC. 19834018, Build:10.18,12.13 Licensee : VLMK CONSULTING ENGINEERS Fb + 1,200.0 psi 1,200.0 psi 1,550.0 psi 625.0 psi 180.0 psi 800.0 psi Density E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 660.0 ksi 31.210pcf r. 4x14 Span = 24.0 ft Applied Loads Uniform Load D = 0.00450, S = 0,010 ksf, Tributary Width = 8.0 ft, (Roof Trib) Point Load : D = 0.3110 k @ 14.0 ft, (P mech) Point Load : D = 0.3110 k @ 0.0 ft, (P mech) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.841 1 4x14 1,169.32psi 1,380.00 psi +D+S 13.139ft Span # 1 0.492 in 0.000 in 0.836 in 0.000 in Vertical Reactions Load Combination Support 1 Overall MAXimum 1.833 Overall MlNimum 0.960 D Only 0.873 +D+S 1.833 +D+0.750S 1.593 +0.60D 0.524 S Only 0.960 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 585 >=360 0 <360 344 >=180 0 <180 Support notation : Far left is #1 Support 2 1.573 0.960 0.613 1.573 1.333 0.368 0.960 Design OK Values in KIPS 0.227 : 1 4x14 46.95 psi 207.00 psi +D+S 22.949 ft Span # 1 r-) LJ tJ Steel Beam c„`#KW-06002728 Description : Channel Reinforcing (3/5 total oad 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 Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending D(0.467 Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: D(0.0544) S(0. ©�0.I C-4 Printed. 14 FEB 2019, 10.15AM Fite = G:1Aca 1201912019i1D721Calculations12019O072 EDCSEA01-Ph3.ec6 . are copyright ENERCALC, INC. 1983.2018, Build:10,18.12.13 icensee :,VLMK;CONSULTING ENGINEERS Fy : Steel Yield : E: Modulus : 36.0 ksi 29,000.0 ksi C10x15.3 Span = 24.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT intemally calculated and added Uniform Load : D = 0.00680, S = 0.0150 ksf, Tributary Width = 8.0 ft, (Roof Trib) Point Load : D = 0.4670 k @ 14,0 ft, (P mech) Point Load : D = 0.4670 k @ 0.0 ft, (P mech) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only 1,314 +D+S 2.754 +0+0.750S 2.394 +0.60D 0.789 S Only 1.440 0.525 : 1 C10x15.3 15.000 k-ft 28.563 k-ft +D+S 13.097ft Span # 1 Support 1 Support 2 2.754 2.365 0.789 0.555 0.925 2.365 2.005 0.555 1.440 0.461 in 0.000 in 0.785 in 0.000 in Maximum Shear Stress Ratio Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 624 >=360 0 <360 367 >=180 0 <180 Support notation : Far left is #1 Values in KIPS LDesign <t 0.076 : 1 C10x15.3 2.365 k 31.042 k +D+S 24,000 ft Span # 1 r � r V /IN M K Pr(ljeCt: EDCM ENGINEERING • DESIGN --. , . • s- p. t,t 7,pr: I • ;4-150,k4a.L , Pg's--1,-) . N.5(-'0.1t6-- k.L.,` '.244,' $-:.e ' d; ' ',o' -- it- -1 '-t5 . , . , .): • . t r-1- :.-- ::: t F;; 40i-i7 04.; ' --/ ; ' , : : ; : : : : frAct-h: ()mai% El - BY K-P--S ) : ec-; Dote: ;kia kvecte' ; . • sk CoW' T ... ' 1 ; d ikoeT t . ; 3933 SW Kelly Avenue Portlond, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vImk.com J t_„a L-1 fl t r DF/DF : 24F - V8 Wood Beam Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-6 Pnnted 14 FEB 2019, 10:18AM File = GlAcad20191201900721Catulationst20190072 EDCSEA01-Ph3.ec6 . Softwarecopyright ENERCALC, 04(.19834018, Build:10.18.12.13 . Lic.#: KW-06002728 Description : Existing GLB With Condensers CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Fb + Fb - Fc - PrIl Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0) 56 D(1 56) D(0.3129) S(0.60 6 75x27 Span = 39.50 ft Licensee :NILMK CONSULTING ENGINEERS 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi D(IL55) E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend -xx 950.0 ksi Ebend- yy 1,600.0 ksi Eminbend - yy 850.0 ksi Density 31.210pcf D(1 56) D(4.1) S(7.8) 6.75x27 Span = 7.0 ft Applied Loads Loads on all spans_ Uniform Load on ALL spans : D = 0,0130, S = 0.0250 ksf, Load for Span Number 1 Point Load : D = 1.560 k @ 16.0 ft, (P mech) Point Load : D = 1,560 k @ 24.0 ft, (P mech) Point Load: D = 1,560 k @ 32.0 ft, (P mech) Point Load : D = 1.560 k @ 39.50 ft, (P mech) Point Load : D = 0.340 k @ 16.0 ft, (ERP) Point Load : D = 0.340 k @ 32.0 ft, (ERP) Load for Span Number 2 Point Load : D = 4.10, S = 7.80 k @ 7,0 ft, (P hung) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Vertical Reactions Load Combination Overall MAXimum Overall MINimum Tributary Width = 24.0 ft 1.025 1 6.75x27 2,382.20 psi 2,324.30 psi +D+S 16,992ft Span # 1 1.080 in -0.289 in 2.118 in -0.715 in Service loads entered. Load Factors will be applied for calculations. .0 OK Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 438 >=240 580 >=240 223 >=180 234 >=180 Support notation : Far left is #1 Support 1 Support 2 Support 3 17.441 43.787 10.096 25,604 IIIIID nrN Values in KIPS 0.592 : 1 6.75x27 180.50 psi 304.75 psi +D+S 37,293 ft Span # 1 a. Wood Beam Project Title: EDCSEA01-Ph3 Engineer: KRS Project ID: 20190072 Project Descr: C-7 Printed: 14 FEB 2019, 10:18AM File = GlAcad20191201900721-e—atulations120190072 EDCSEA01-Ptt3ec6 Softwam copyright ENERCALC, INC, 19834018, Build10.18*12,13 , Lic. # : KW-06002728 Licensee VLMK CONSULTING ENGINEERS Description : Existing GLB With Condensers Vertical Reactions Load Combination D Only +D+S +D+0.750S +0.60D S Only Support notation : Far left is #1 Support1 Support2 Support 3 7.345 18.183 17.441 43.787 14.917 37.386 4.407 10.910 10.096 25.604 Values in KIPS • (.y VLMK ENGINEERING • DESIGN • .4 , , • ; : ' : , ; . • ;*) .1. • prgject ..„7-Ixsepro( _ph 3 Job #. 101q00/ 2_ CA'y 1 car t11{3`fiqoi I : I By: IZ_VS 014 ... Date: / I ci Sheet 4t1C-8 ... ... ... ... 3933 SW Kelly Avenue Portland, OR 91239 tel: 503.222.4453 fax: 503.248.9263 www.vImk.com 1-1 r VLMK Project EDCSEAO 1 -Ph. 3 Job 20190072 By KRS Date: 2/2019 Sheet 0: ENGINEERING GESIGN v3.00 - Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. C-9 Mechanical Unit Anchorage Design Based on the 2015 International Building Code and ASCE 7-10 DESIGN INPUT r 1Seismic Parameters: • 5Ds = 1.011 g Q = 1.0 Ap = 2.5 Rp = 6,0 Ip = 1.00 Z = 22 oft h = 22 ft Wind Parameters: PHORIZ, = 41.7 psf • PoPuFr = 32.9 psf Mechanical Unit Parameters: Wp = 1,556 Ibs X = 168.3 in fl Y = 85.5 in Z = 78.0 in = • c-curb 6.0 in Xcg = 84.1 in ▪ Y cg = 27.8 1 in ' i Zcg = 70.0 in Design Spectral Response Acceleration Overstrength Factor [ASCE7 12.2-1 or 15.4-1] [ASCE7 13.5-1 or 13.6-1] [ASCE7 13.5-1 or 13.6-1] [ASCE7 13.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure (psf), 1.0W Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (max) Base Dimension (min) Height of Unit Height of Curb, where occurs Center of Gravity Center of Gravity Center of Gravity (excluding curb) Ycg Zcg (3-Fan Condenser) -/-CR 2 • I I Xcg PLAN VIEW SIDE VIEW Load Combinations: Seismic: Wind: (0.9-.2SDS)D + QE 0.9D + 1.0W (0.6-.14SDS)D + 0.70E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: F„ p = P P 1+2-)= 787 Ibs 1.6S0s/pWp = 2517 Ibs OK 0.4a SW ( Z Rpl h 0.3S psi pWp = 472 Ibs OK • ; Base Shear, QVuE = 787 Ibs Seismic, QE Wind: V„,A, = 4093 Ibs Wind, 1.0W Vu. RASE = 4093 Ibs Wind = 2456 (ASD) '---) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% r---1. Anchor: dx dxA2 dy dyA2 ex = 4.2063 in ey = 1.3875 in ‘ J 1 84.125 7077 27.75 770.06 Mx-x = 3308 in-Ibs My.y = 1091 in-Ibs 2 84.125 7077 27.75 770.06 Y Direction X Direction El 3 84.125 7077 27.75 770.06 V1,3 = 206 Ibs 1/1,2 = 206 Ibs 4 84.125 7077 27.75 770.06 V2,4 = 206 Ibs V3,4 = 206 Ibs 28308.1 3080.25 • Wind: V1,2r3,4 = 1023 Ibs Max V, ANCHOR = 1023 Ibs Wind 614 (ASD) " Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 59778 Ib-in Seismic, QE Mres,x = 91341 lb -in Seismic, QE Mres,y = 30130 Ib-in Seismic, QE Wind: Mot = 171893 Ib-in Wind, 1.0W Mres,x = 117809 Ib-in Wind, 1.0W Mres,y = 38861 Ib-in Wind, 1.0W Net Tension: Tx* = 694 Ibs Ty* = 1732 Ibs Max T„ ANCHOR* = 1732 Ibs Wind = 1016 (ASD) *Negative (-) values indicate there is no net uplift ffl V V LMK Pmiect:EDMA01 ENGI NEERING DESIGN Ph. 3 _J r r r r r Job # 20190072 By VSZ-S Date 2/19 Sheet C-10 4 ..... :‘• ; . 4 ; ; : : . ; F ; : : 1 : . „. _ .- .... ... ... .. .1 + : . . . r r-i---H\ ,,A-7-7---\-t - : ! 1 : r . . "...., 0 . !.. . .. 1- ..... .. . , , •i 1 • 1 ....... .... ._ ; : , ! : : ..... , ; . . .. . ! • i 1 , -01/4ylija ..........,..,, : . , .,... . . 1 i i ... ...._. 4..1 1 1 : ; «- i 4 % 5.. ! . : • ,. OW f frr-1. 11- t bO. . , : .., 4 . .. .1 . . i ... , -. -. -. : , . 1,` .. . . .. ... ..... ' ... • . . . ... -,.... ... L --, . ,. : . ,. „ ! , -j-t.' ..„. i , .. , . : , :. 3 . . AY . . .. -1 . l'!, 1.011. 4 :f,- ; " _ 1 .; .... :. _... 1,-....i... ....... ., ......._ . , . ••• : 1 1.1. ... .... - .- .... ... „ ...... t t : . .. ... - .,. . : : ... . I , ?.....,4 _ _ , ... ...... .._ --. ......... -,.. ..-. -. .... -,..- . .. , ... - -. ...... ... , ..... „...,.. .. : .. --,....,... ....... .... _ .4. ... , .... „... ... ,r..... . .... ... ... , ....... . t, .... ...., .... _ .. :. ... .... .... 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.v1mksom t .. 4 / ^l/ | [ �DESIGN INPUT Seismic Parameters: 5o 1.011 g A.= 2.5� � R. IP=.1'0� z= 20 ft h = ft indParan`eters: pxomr = 41.7 psf _ PSf ' Mechanical Unit Parameters: VV. ~340~ |bs | X=40.0, in Y= 36.0 in Z= 40,0- in `f X= �O�� ~ in Y~= 18.0- in /-` ANALYSIS Base Shear: ` VNnd: .� �0 �� ��E�SE�l'�3 ���l��2 ��S ��2/]9 ��� v3.00 - Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. /mechanical Unit Anchorage Design Based onthe 2O12International Building Code and ASCE7'2O Design Spectral Response Acceleration Ovmrstrength Factor[ASCE7 12.2-1 or 15.4-1] [ASCE7 13.5-1or13.6-1] [A5CE7 13.5-1or1].6-1] [ASCE713.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure(psf), 1.0VV Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (max) Base Dimension (nnin) Height ofUnit Height ofCurb, where occurs Center of Gravity Center nfGravity Center of Gravity (excluding curb) (Load applied ,uall (4) anchors/corners together) 0.4u,soa�� z` F�= '|l+2— Base Shear, QVUE = 344 |bs Geismic,QE Wind, 1.OVV | Anchor Shear: (Load applied toeach anchur/oomm1 / Seismic: Anchor: dx 1 28 3 20 3 20 4 20 -1 Wind: Overturning/ Uplift: (Load applied to eachanchur/cmer) Seismic: x4m= 6875 lb -in Geismic,QE lb -in Sebn`ic,DE lb -in Seismic, QE lb -in Wind, 1.OVV lb -in Wind, 1.OVV lb -in Wind, 1.0W dy 10 18 18 18 dy^2 ]24 324 324 324 M�,.= 4745 »4re,v = 4270.5 Mm=9Z67 M",,,. = 612D x4re,^= 5508 1296 116 |bs e,= M,°= YDirec±ion \�»= ERP Ycg xCmPLAN VIEW / SIDE VIEW Load Combinations: _ Seismic: (0.9-.28OS)O + DE 5l.6Sox/ = >-O.3SoxIPNr = Design Eccentricity 1 in e,= 0.9 in 344 in-lbs M..= 309 in-Uba XDirection 90 |by Vz.z= 90 \bs Wind: 0.9O + 1.OVV 0.6D + 0.6VV SSO |bs OK 463 UKs Wind Max Vu, ANCHOR � 116 Nbs Wind Net Tension: T,*= 123 |bs T,* = 134 |bs Max Tu, ANCHOR* 76 (ASDV\� *Negative (-) values indicate there is no net uplift-, 3933 SVI Kelly AvmnooPortlVm1'ORV7Y39 te[503.227.4453 f(jx:503,248,426] �qvxv&k.0m Pro:: EDCSEA01 Ph. 3 3933 Kelly Avenu 22 Sheet C-12 4-20190072._.'TY- . ! Date. 2/19 222,4453 fax: 503.248.9263 wviw. h Prqe. E DCS EA01 lob g.20 Avenue Pori' n+, OR 972 9 90072 222.4453 fax: .248.926 Lm? 2/19 1v111'i.Y ltlk.co n ?owers FASTENERS PRODUCT INFORMATION SteelDropinn' PERFORMANCE DATA Ultimate Load Capacities for Steel Dropin in Normal -Weight Concrete' 2 3 RadfAnchor Diameter d in. (mrr) Minimum Embedment Depth hy in. (mm) Minimum Concrete Compressive Strength (rc) ,. - 8 MP) 4, psi 7 6 MP) 6,000 i (41.4 MPa) „.........._11 Tens on lbs. (kN i) Shear lbs. (kN) Tensio lbs. (kN) Tension lbs. • (kN) Shear lbs. (kN) 1/4 1 (25.4) 1,140 (5 1 2,120 (9,5) 1,9852,080 (8 9) 2,120(hik137)'r (9.5) (9.4) 2,120 (9.5) 1 9/1 (39,7) Z 180 1r 4,585 *./.' (20.6) 4,180 . 4,585 (20.6) 4,950 (22.3) 4,585 (20.6) 112 (12.7) 2 (59) 4,105 (18.5) 6,400 (28.8) 5,780 (25.9) 6,400 (28.8) 6,585 (29.6) 6,400 (28.8) 5/8 9) 2 1/2 (63.5) 4,665 (21.0) 12,380 '55 7) t • 7,440 133.5) • 12,380 (55 7) 10,920 (49.1) 12,380 (55,7) 3/4 (19.1) 3 3/16 (81,0) 8,580 15,680 (38.6) (/0.6) 9,405 (41,8) 15,680 (70.6) 11,300 (5r.r3) 15,680 (70,6) - 1, lab/tared load values are aopkableA.o (arbor, arx stainless steel inttron, I 2. Tatutated load rake a fot endings Ins -bleed conciete.C.oraete compressive stnrgth must be et the specified mtnineum at Me the at initattarloi. r, tll:ireate /cad coa must be reduced by a tinirrqm seen/ far al 4,0 or gmate- to detertrtne aticwable workin kaari, knowable Load Capacities for Steel Dropin in Normal -Weight Concrete' Y r ' d/Anchor Diameter d in. (mm) Minimum Embedment Depth h in. (rrYm) , Concret Compress' Strength 2,000 psi (13 MP)- 4,000 psi (27.6 (\Oa) 6,000 (41.4 Pa) 1nsion lbs. (kN, Shear lbs (kN) Tension lbs. (kN) Shear Ibs. (kN) Tension lbs. (kN) Shear lbs. (kN) 1/4 1 28$ 530 495 530 520 530 ii (6.4) (25.4) (1 3) (2.4) (2.7) (2.4) (2 3) (2.4) 3/8 1 9/16 545 1,145 1,045 1,145 1,240 1,145 ..1 (9.5) (39,7) (2.5) (5.2) (4.7) (5,2) (5.6) (5.2) L. 112 2 1,025 1.600. 1,440 1,600 1,645 1,600 (12.7) (50.8) (4.6) (7,2) (6.5) (7.2) (7,4) ' (7.2) l''' 5/8 2 1/2 1,165 3,095 1,860 3,095 2,730 3,095 (3,9) (63.5) (5.2) (12.9; (8.4) (13.9) (12.3) (13.9) '. 3/4 3 3/16 2,145 3,920 2,350 3.920 2,825 3,920 (19.1) (81.0) (9,7) (17,6) (10 5) (17.5) (12 6) (17,6) Tabulated iced values are applicable to carbon an° sintess stem anehors. I -able load cap:Ales listed aro ablated .rs'ag am/ abolee safety factor of 4,0. Ma ' 'frterpolation may be.used to determine ailtwable loads ler intermediate camtnessive strengths. ,:b4e bad capeties are multiptied ay redactor facrprs forme In the Desip Criteria sedoi whan anchor sparing cr edge distances are (es. thEn.critIcal Sslartes„ ate Load Capacities for Steel Dropin in Structural Lightweight Concrete1'4 •:. /Anchor 4.. lameter d 1„ in. (m ri ) Minimum Embedment ik in. (tin) MinimumConcreteC ive Strength. zoo° psi (13.B mpa) 4,000 Psi (27,6 MPa) 6,000 psi (41.4 MP) Tension Shear lbs. lbs. VA+ 1 k&IN (kN) Tension lb s. (kN) Shear lbs. (kN) Tension lbs (1,(N') Shear 113s. (k1\1) ' 1/4 „ (6.4) 1 (25.4) 1,060 (4 81 1,920 (8 6) 4 1.350 i16.1) 1,920 (8.6) 1,660 (7.5) 1,920 (8.6) ,2 i3/8 1 9/16 (39,7) 3,040 (13.7) 4,120 (185) 3,780 (7.0) 4,120 (18.5) 4,520 (20.3) 4,120 (18.5) 1 /2 (12.7) 2 ( C• 4,240 (19.1) 5,680 (25.6) 4.840 (21.8) 5,680 (25.6) 5,460 (24.6) 5,680 (25,6) 5/8 l '15 9) ....,:c • 21/2 ( • ) 6,860 (30 9) 9,640 (4.3..4) 7,840 (35,3) 9,640 (43.4) 8.840 (39 8) 9,640 (43 4) '1'.."•'• 3/4 Vi (19.1) 3 6 ( 1.0) 10,280 (46.3) 15,680 (70.6) 11,700 (5227) 15,680 (70 6) 13,120 (59.0) 15,680 (70.5) C- 4 d load values are applicable to cwaon and sthIniess,steel exathda. --bele values are Jar ensbcfs rslated Tn sangfr,thei9tat excrete Concretegampressve steinth mast le at be ipedfed minima; a the lime of ins:0360:- 4sec! capackes must be reduced ay a rthumurn safety tar:-.ar dt 4.0 or g Tate- Ic *len-nine allows* wo'ttng bad. (V VENG,M DESIGN Project: EDP! C f 2-0i-lao1 L BY KIZCS Date: I 1 l 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vImk.com Sheet C-15 r V V LIM K Project;E- uCs. ENGINEERING + DESIGN s._ 90017-- By: KIIS Dote. 2_ She • = . . ..... :1:. :•-. .... ":- , ...„•, .. I I-- • . . • -; .. r "r, • tett &cas e_ , , . adteatou 6‘' C4rY6P-4.- -kta1/.6) - = I =uk :( fl 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222,4453 fax: 503.248.9263 www.vIrnk.com VVLMK ENG1NEERit;0 •UW04 Project EDCSEA01-Ph. 3 Job#: 20190072 Hy: KRS Date: 2/2019 Sheet v3.00 - Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. C-17 Mechanical Unit Anchorage Design Based on the 2015 International Building Code and ASCE 7-10 DESIGN INPUT r Seismic Parameters: Sps= 1.011 g 2.0 n Ap = 2.5 Rp = 6.0 Ip = 1.00 z = 0 ft h = 22 ft 1 r-) Wind Parameters: PHORIZ. psf PUPLIFT = 0.0 psf r-1 Mechanical Unit Parameters: Wp = 2,180 Ibs X = 48.0 Y = 38.0 Z = 91.0 Zoort. = 19.0 Yop = 19.0 Zop = 45.0 h.„ fl in in in 0.0 in in in in Design Spectral Response Acceleration Overstrength Factor [ASCE7 12.2-1 or 15.4-1] [ASCE7 13.5-1 or 13.6-1] [ASCE7 13.5-1 or 13.6-1] [ASCE7 13.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure (psf), 1.0W Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (max) Base Dimension (min) Height of Unit Height of Curb, where occurs Center of Gravity Center of Gravity Center of Gravity (excluding curb) fl ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a S„W f F p = P P 1 + 2-) = 367 Ibs Rp//p h Base Shear, QVuE = 1322 Ibs Vow = 152 Ibs Wind: Seismic, QE Wind, 1.0W ---; Anchor Shear: (Load applied to each anchor/corner) Seismic: n Anchor: dx dx^2 dy dy^2 1 19 361 19 361 2 29 841 19 361 r-7, 3 19 361 19 361 4 29 841 19 361 2404 V1,234 = 1) Wind: 1444 38 Ibs Overturning/Uplift: (Load applied Seismic: Mot = 59507 Ib-in Mres,x = 28903 lb -in Mres,y 28903 Ib-in Wind: Mot = 6901 Ib-in r Mres,x = 37278 Ib-in Mres,y = 37278 lb -in to each anchor/corner) Seismic, QE Seismic, QE Seismic, QE Wind, 1.0W Wind, 1.0W Wind, 1.0W ATS Units Ycg • 1 4 • 2 • I I xcg PLAN VIEW Zcg SIDE VIEW Load Combinations: Seismic: (0.9-.2SDS)D + QE (0.6-.14SDS)D + 0.7QE 1.6S,,s1pWp 0.3SDsl pWp = Design Eccentric' ex = 5.95 in Mx-x = 7868 in-lbs Y Direction V1,3 = 393 Ibs V2,4 = 426 Ibs Wind: 0.9D + 1.0W 0.6D + 0.6W 3526 Ibs OK 661 Ibs Controls Vu, BASE = 1322 Ibs Seismic = 926 (ASD) 5% ey = 0.95 in My-y = 1256 in-Ibs X Direction V1,2 = 347 Ibs V3,4 = 347 Ibs Max Vu, ANCHOR = 426 lbs Seismic 298 (ASD) Net Tension: Tx* = 319 Ibs Ty* 403 Ibs Max Tu, ANCHOR* = 403 Ibs Seismic = 24 (ASD) *Negative (-) values indicate there is no net uplift 6. A r-, V0 MK Project: EDCSEAO I -Ph. 3 Jobt 20190072 8y. KRS Date. 2/2019 shoot oL "s.uo ' Software Copyright zozsvumxConsulting Engineers, All Rights Reserved, C-1A ��� Mechanical -���_AnchorageDesign Based onthe 2025Internetiuna Building Code and ASCE 7-20 DESIGN INPUT � Seismic Parameters: ^~ Sos =. 1g Q =` �0 HL=' 6.0 I. =� 1.00 � z= 0 ft i h=r 22 ft r� `^ Wind Parameters: [� pHORIZ.=psf ^' pumzFr=� $- Psf rl 7� Design Spectral Response Acceleration Overstrengdh Factor [ASCE7 12.3-1 or 15.4-1] [AGCE7 13.5-1 or 13.6-1] [A8CE7 13.5-1or13.6-1] [ASCE7 1].1.3] Attachment height from base ufstructure Average roof height ofstructure from base Design Wind Pressure (psf), 1.ON/ Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (mam) Base Dimension (min) Height ofUnit Height of Curb, where occurs Center o[Gravity Center of Gravity Center of Gravity (excluding curb) r�ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) �. Seismic: &.4o,S~W�^ l+2—/ z\ ��= _ = 233 |bs r R�/{, 6/ Wind: Anchor Shear: Seismic: n Anchor: 1 2 r` ] 4 -, Wind: " dx 13 13 13 13 Seismic,[E Wind, 1.OW (Load applied toeach anchor/co,ner) dn^2 169 169 169 169 676 dy 12 12 12 12 18 dy^2 144 144 144 144 |bs 576 Overturning/Uplift: (Load applied moeach ancour/comer) Seismic: M,,t =452O4 lb -in Mm,,,= 12519 lb -in M~..= 11556 lb -in M*= 2962 lb -in M",,., = 16146 lb -in M"s.,= 14904 lb -in Seismic,OE Seiymic,DE 5eismic,DE Wind, 1.0VV Wind, 1.OVV Wind, 1.OW e, = 0.65 M,°= 544 Y Direction Vz.3= 220 Vz.^= 220 Battery Cabinets YCq XcsPLAN VIEW ' Zcg SIDE VIEW Load Combinations: _ r Seismic: (0.9-.2SDS)D+DE Wind: 0.913 + 1.DVV 51.6Soe/- = 2232 |bs OK V,wASs= 837 lbs Seismic Design Eccentricity 5% in e,0.6 in XDiraction V\'z� 220 |bs V3,4= 230 /bs |hs |bs Max V,, ANCHOR Net Tension: T,=629 |by Max T.wmCHqe* = 701 Ubs Seismic � 171 (ASD) *Negative Hvalues indicate there is nonet uplift �7 ,-j v3.00 - Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage r� ---~ Based onthe 2D25International Building Code and AS[E7'1O DESIGN INPUT Seismic Parameters: Sos1-011-9 0= 2.0 r-1 A. 2.5 R� =`� 6.0 . * ^^ -� �= 1�O ~ z= 0 M h2-2 ft _ Wind Parameters: r/ pxORo=� 5-0^.�f �� ^ Puru=~- 010 DMechanical Unit Parameters: WL = |bs - `� X= 42.0 in � Y= = 3�0 in Z = 91^5 . in &~=21.0~in z~=`61.8 in__ L^ rANALYSDS ^^ Base Shear: n Wind: rl Wind: Design Spectral Response Acceleration Oveotnength Factor [ASCE7 12.2-1 or 15.4-1] [ASCE7 13.5-1 or 1].6-1] [ASCE7 13.5-1or13.6'1] [ASCE7 13.1.3] Attachment height from base ofstructure Average roof height of structure from base Design Wind Pressure (psf), 1.OVV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (mnox) Base Dimension (min) Height ofUnit Height of Curb, where occurs Center of Gravity [enter of Gravity Center of Gravity (excluding curb) (Load applied mall (4)ancho,$come,s together) 8�n �..��/ F�� ~ ~ " l+2��|= ~ J9I, � 6 / .. . Base Shear, DV" = 809 |bs V"~= 133 |bs dn 21 21 21 21 225 |bs Seismic,QE Wind, 1.0VV (Load applied to each anchor/corner) dx°2 dy dy^2 441 18 324 441 18 324 441 10 324 441 18 324 1764 1296 Vz'2,3.* = 33 |bs ^j Overturning/ Uplift: (Load applied uoeach anchor/cnrner) n Seismic: M,t =4Q361 M�,,,~ 19548 Mres,,~ 16756 »4,,t =610S M�,,`= 25213 M==,= 21611 lb -in lb -in lb -in lb -in lb -in lb -in Seismic, QE Seismic,9JE Seismic, DE Wind, 1.DVV Wind, 1.OVV Wind, 1.0YV c, = 1.05 M"~= 850 Y Direction V,. = 212 |bs Ycg Zcg Switchboards > Mm� 4 � umx | | Xcg PLAN VIEW SIDE VIEW Load Combinations: Seismic: (0.9-.25DS)O+QE � l.0S~/ Nv = ~~ ' v >-O.3So«l,m, = Wind: 0.8D + 1.0VV 0.6O + 0.6VV 2158 |bs OK 809 Ubs Seismic ' Design Eccentricity 5% in c, = 0.9 in X0rection Vz',= 212 |bs V3,4= 212 |bs Max V*ANCHOR � 212 lbs Seismic Net Tension: T,* = 355 |bs Tv~ = 453 |bs Max T, ANsHOm*� 453 Ubs Seismic = 07 (ASD) *Negative (-) values indicate there is no net uplift �� rl ^' r` ��N �&�N0�~ �� ��0��00�` ftqw.EKSEA0l'Ph.3 jobt 20190072 N,KRS Onto: 2/2019 Shook "*p.EE*NG~0f"GN ^'va.00'Software Copyright zo1svunxConsulting Engineers. All Rights Reserved. r `MechanicalUnit Anchorage Design Based onthe 2015International Building Code and AS[E7-1D `^ Wind Parameters: pxnmz=psf [ �Mechanical UnitPananneters: VV. =' -' -- |bs . ^ . == =_ X=' 79.8 in Y=\ 43.0in z=� S5. 0,� in ^' Zcuru= 0.0 in � X~=` 30L5� in Z~=S8� in � �-�`- / 'ANALYSIS ^'Base Shear: Wind: Design Spectral Response Acceleration Ovemtnangth Factor[A5CE7 12.2-1 or 15.4-1] [ASCE7 13.5-1or13.6-1] [ASCE7 1].5-1nr13.6-1] [AS[E7 13.1.3] Attachment height from base of structure Average roof height nfstructure from base Design Wind Pressure (psf), 1.OVV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (max) Base Dimension (nnin) Height ofUnit Height nfCurb, where occurs (enter of Gravity Center ofGravity Center of Gravity (excluding curb) (Load applied moall (4) anchors/corners together) O.4a S..��' F�� ~ '` ^ l+2�-|� RPIIP Base Shear, DVu VUW 2257 |bs Seismic,DE 233 |bs Wind, 1.0VV Anchor Shear: (Load applied uneach mnchor/comer) Seismic: Anchor: dx dn^2 dy dy^2 `^ 1 39.5 1560.3 21.5 462.25 2 39.5 1560.3 21.5 462.25 7 3 39.5 1560.3 21.5 462.25 4 39.5 1560.3 21.5 462.25 `^ Wind: 6241 1849 `-/ Overtumming/Uplift: (Load applied to each anchor/comer) Seismic: Mot = 127871 lb -in --'- ' M��"= 1O25]5 lb -in M,s^= 55810 lb -in Mot =g9Og lb -in M,=,= 132246 lb -in M..— .= 71902 lb -in ^' ' Wind. Seismic, DE Seismic, [lE Seismic, DE Wind, 1.0VV Wind, 1.OYV Wind, 1.OYV Ycg | | Xeg PLAN VIEW Zcg SIDE VIEW Load Combinations: Seismic: (0.9-.25DS)O+QE (0.6-.14SDS)O + 0.7QE < 1.6SDSIPWP = 6017 |bs ->Q.3S..I m/ ~~ 1128 |by Wind: 0.9U+ 1.0VV O.6D+O.6VV OK Controls V,,BASE = 2257 Ubs Seismic = 1580 (ASO) Design Ercentricit =-~ %`� _ o, = 1.975 in ev = 1.075 M,°= 4457 in-lbs M.~= 2426 Y Direction X Direction 592 |bs V,,2= 592 592 |bs V\.+= 592 V1,3 = Max V., ANCHOR in in-lba |bs |bs S92 Ubm Seismic 415 (AGO) Net Tension: T^*= 160 lbs |,~= 838 |bs Max T^mmpmmm* = 838 Ubm Seismic = 34 (ASD) ymjec?. EQCSEAOlfh'3 ENGf°welkING.*MGN v3.oV'Software Copyright 20xsmLMxConsulting Engineers, All Rights Reserved. Date: 2/2019 shvew yl Mechanical Unit Anchorage Design Based onthe 2015Intennationa Building Code and AS[E7'2D r rl �J (l `^ Wind Parameters: pxumz = ^ ~�psf ( �Mechanical Unit Parameters: ----- Ni= 225 |bs X= ^ 0. in Y = in Z = -79.O in X~= 12.0 in r� u r\ ^^ Design Spectral Response Acceleration O*erstrength Factor[ASCE7 12.3-1 or 15.4-1] [A5CE7 13.5-1 or 1]'6-1] [ASCE7 1].5-1or13.6-1] [AGCE713.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure (psf), 1.DVV Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (max) Base Dimension (min) Height of Unit Height of Curb, where occurs Center ofGravity Center ofGravity Center of Gravity (excluding curb) Base Shear: (Load applied tnall (4) anchors/corners together) u^-n°,' ` «/~w,uov�»� z \ f� = l+Z = 38 |bs r� , � /, '�| o,//v \ «/ Seismic: Wind: � .` `^ Anchor Shear: (Load applied toeach anchor/corner Seismic: Anchor: dn 1 12 2 12 3 12 4 12 r` Wind: rl u dn^2 144 144 144 144 5,6 Vz',.».^� dy 6'75 6.75 6.75 6.75 16 Overturning/ Uplift: (Load applied ko Seismic: x4m=7108 lb -in M��,= 1884.1 lb -in Mre..= 1059.8 lb -in »4m= 2600 lb -in Mr,,� = 2430 lb -in M"sv= 1366.9 lb -in Wind: dy^J 45,563 45.563 45.563 45.563 182.25 |bs eachanchor/comer) Seismic,DE Seismic, DE Seismic, DE Wind, 1.DVV Wind, 1.0VV Wind, 1.0VV e, = 0.6 M,°= 82 YDirectipn Vz,3 = 36 Ycg XnmPLAN VIEW / Zcg SIDE VIEW Load Combinations: _ Seismic: (0.9-.2SDS)D +DE (0.6`148DS)D + 0.7DE �1.6So»I, = Wind: 0.9D + 1.0W 0.6D + 0.6VV 364 |bs OK V,, BASE 136 lbs Seismic � 96 (ASD) Design Eccentricity 5% in e, ~ 8.3375 in in-lbs M.~= 46 in-|bs X Direction |bs V,.z36 |bs ibs V3,4= 36 |bs Max Vu, ANCHOR � 25 (ASD) Net Tension: T,*= 111 |bs Max l�ANCHOR* = 227 lbs Seismic � 67 (ASO) *Negative (-) values indicate there is no net uplift �^ u r) Project. E0CSEAOl-Ph.3 `^ "s.uo'Software Copyright znovLmnConsulting snuinee= All Rights Reserved. u ^/ �l knn| Date.-2/20l9 �omPI�~ -��| Mechanical Anchorage Design Unit Based onthe 2O15Intematinna Building Code and ASCE7'10 Wind Parameters: r� ' pnoxIZ. psf ~� r� r�ANALYSIS Base Shear: `/ Wind: rl ,. u Design Spectral Response Acceleration Oveotrength Factor[\SCE7 13.3-1or15.4-1] [ASCE7 13.5-1 or 13.6-1] [ASCE7 13.5-1 or13.6-1] [ABCE713.1.3] Attachment height from base of structure Average roof height ofstructure from base Design Wind Pressure (psf), 1.DVV Design Wind Pressure (psf), 1.0W Total Weight Base Dimension {max} Base Dimension (min) Height of Unit Height of Curb, where occurs Center of Gravity Center of Gravity Center of Gravity (excluding curb) (Load applied toall (4) anchors/corners together) 0�4u,SomW� F� = ' | l+2| = 748 |bs ~ }/p/Jr \ 6 / Base Shear, nV,E = 2693 |bs Seismic,OE Anchor Shear: (Load applied tmeach anchor/comer) Seismic: 1 40.2 1616 19.3 2 50.8 2580.6 19.3 r-1 3 40.2 1616 14.2 4 GO.8 258O.6 14.28393.36 `' `-J Overturning/ Uplift: (Load applied r� Seismic: Mot = 99114 lb -in »4,,,x = 124549 lb -in M,es^= 43995 lb -in Mot = 9367 lb -in M~._.= 160639 lb -inn Wind: dy^I 372.49 372.49 201.64 201.64 1148.26 |bs ozeach anchor/corner) Seismic,DE Seismic,OE Seismic, QE Wind, 1.0VV Wind, 1.DVV Wind, 1.OW e` = 7.31 YOirec±ion V,.= | UPS » YCq ww� * � 20 PLAN VIEW ZCq SIDE VIEW Load Combinations: _ Seismic: (0.9-.2SOS)O + QE (0.6-.14SDS)D + 0.70E �l.6Suo/v Wind: O.QO + 1.0W 0.6D + 0.6VV = 7182 |bs OK = 1347 |bs Controls Design Eccentricity =| 5% in e, -1.585 in in-lbs M..~ -4269 in-lbs X Direction 760 |bs V1,2= 602 |bs 792 |bs V3,4� 621 |bs Max Vu, ANCHOR 792 lbs Seismic 555 (ASO) Net Tension: T"*= -140 |bs |,= = 823 |bs Max T^ANCHOR* = 823 Ubs Seismic � 86 (ASO) *Negative Hvalues indicate there isnvnet uplift `^ (l —I 'l ^^ vs.00 'annwaneCopyright zo1xvuwxConsulting Engineers, All Rights Reserved. ��� r) ___________ ____ ________^=_ Design Based onthe JO%5International Building Code and ASCE7-2D Design Spectral Response Acceleration Owerstnength Factor[ASCE7 12.I-1or15.4-1] [ASCE7 13.5-1or13'6-1] [AGCE7 1].5-1or13.6-1] [A5CE713.1.3] Attachment height from base of structure Average roof height ofstructure from base Wind Parameters: �l PHm^IZ.=, �psf Design VV)ndPressure (ps�, 1.OVV ^ ^ Popu�=^ � psf Design Wind Pressure (psf), 1.OVV -1 Mechanical UnitPanameters: VV.1,520 =------- |bs X= 72.0" in Y = 35.0 in Z = 160 — in X.= 36.0 in L-, Z~=50.7 in "I �_ J r) '-I ANALYSIS Base Shear: V " `' - Wind: � Total Weight Base Dimension (max) Base Dimension (min) Height of Unit Height of Curb, where occurs Center ofGravity Center of Gravity Center of Gravity (excluding curb) uadapplied toall (4) anchors/corners together) O/4o,s»oW�/ ��= ' l+2— z ~ R�/}v h CRAC in UPS Room Ycg xCm / PLAN VIEW ZCg SIDE VIEW Load Combinations: _ Seismic: Wind: (0.9-.2SDS)O + QE 0.9D + 1.0VV 256 lbs !!�l6S^.° I ' W' �= 2459 |hs OK Base Shear, DV" = 922 |bo Seismic, DE V"w= 190 |bs Wind, 1.OVV V.BASE � 922 lbs Seismic ^^AnchonShear: (Load applied tueach anchor/comer) _ Seismic: Design Eccentricity 5% Anchor: dx dr^3 dy dy^2 e,= 1.8 in e, = 0.075 in ^' 1 36 1386 17.5 306.I5 M~,= 1660 in-|bs M'°= 007 in-|bs 2 36 1396 17.5 306.25 YDirection XDirection �l 3 36 1296 17.5 308.25 V1.3= 242 |bs V1.2~ 242 |bs 4 36 1296 17.5 306.25 V2,4= 242 |bs V3,4 = 242 |bs 5184 1225 rWind: V\.2,3,4 = 48 |bs Max V.AwCHom 242 Ubs Seismic = 169 (A5O) " Overturning/ Uplift: (Load applied mueach anchor/corner) r) Seismic: Mot= 46716 lb -in Seismic, KJE M"s., = 38184 lb -in Seismic, QE M,,^=18581 lb -in Seismic, OE Wind: Mot = 7220 lb -in Wind, 1.QVV -1 M"e,., = 49248 lb -in Wind, 1.UVV M"s^ = 23940 lb -in Wind, 1.0VV Net Tension: T,* = 59 |bs Max Tu ANCHOR* = 402 lxs Seismic � 59 (A5D) �l Seismic Parameters: DESIGN INPUT Wind Parameters: ��� D��00�" ��0�N� 8roject.EDCSEAOl-Ph. 3 Jobt 20190072 ar� KRS Date: 2/2019 sheett v3.00 'somwane Copyright zO15vumxConsulting Engineers, All Rights Reserved. � Anchorage r� ' '---'--'--' --'- ��nn��Design 202S}ntemationa/Building Code and ASCE7-1D `^ / ^^ �_J (l L J r� r-'ANALYSIS Base Shear: r� Wind: 5-0 PSf PSf Design Spectral Response Acceleration Overstrength Rsctor[ASCE7 12.2-1or15.4-1] [A5CE7 13.5-1 or 13.6-1] [A5CE7 1].5-1or13.6-1] [ASCE713.1.3] Attachment height from base of structure Average roof height ofstructure from base Design Wind Pressure(psf), 1.OVY Design Wind Pressure (psf), LOW Total Weight Base Dimension (max) Base Dimension (min) Height ofUnit Height of Curb, where occurs Center of Gravity Center nfGravity Center of Gravity (excluding curb) (Load applied tuall p0 anchurs/comeotogether) O.4o,scuw�/ o F� � " l+Z--i= 602 |bs ~ �R,/I, ` &/ '' ' Base Shear, QV" = 2168 |bs V"w= 620 |bs Wind, LOW Seismic,QE Anchor Shear: (Load applied to each anchor/corner) Seismic: Anchor: dx 1 73 2 73 ] 72 4 72 r� Wind: .� �l ds^2 5184 5184 5184 5184 20736 yz'2.3'o� Overturning/ Uplift: (Load Seismic: Mm= 200900 M��,= 179563 M�S,,= 56114 Wind; Mm= 38440 M= 2]15yS x4v= 72374 dy 22.5 22.5 22.5 22'5 2025 155 |bs applied moeach anchor/coms1 lb -in Seismic, QE lb -in Seismic DE lb -in Seismic, [%E lb -in Wind, 1.OVV lb -in Wind, 1.OVV lb -in Wind, 1.UVV e,= IG M,°� 7805 Y Direction Vz,3= 569 Ycg CRAC on Floor Stand | 01 * uww ocg / PLAN VIEW SIDE VIEW Load Combinations: Seismic: (0.9-.2SDS)O+K2E �1.6S,o]�W�= 5781 |bs Wind: D.QO+ 1.OVV O.6D+U.6VV OK Controls VuBASE = 2168 lbs Seismic � 1518 (ASD) � Design Eccentricity '5%�� in e, 1'125 in-lbs M.~= 2439 X Direction |bs V,,= 569 |bs |bs V3,4 = 569 |bs in Max V^ANCHOR = 569 lbs Seismic � 398 (A8O) Net Tension: T,*74 |bs T.*1609 |bs Max T~ANCHOR* � 1609 Utis Seismic = 372 (A5D) *Negative (-) values indicate there is no net uplift `^ Y.- r www.hilti.us Profis Anchor 2.7.5 Company: • Specifier: Address: r Phone I Fax: E-Mail: VLMK KRS Page: Project: Sub -Project I Pos. No.: Date: 1 EDCSEA01 - Ph 3 20190072 2/14/2019 Specifiers comments: 1/2" Dia Interior Equipment Anchors - Worst Case Loads 1 Input data (1 Anchor type and diameter: • Effective embedment depth: Material: t Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: • 1 Profile: Base material: r '1 Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) _1 fl Geometry [in.] & Loading [Ib, in.lb] (.-J KVV1K HUS-EZ (KH-EZ) 1/2 (3) hef,act = 2.160 in., hnom = 3.000 in. Carbon Steel ESR-3027 2/1/2016 I 12/1/2017 Design method ACI 318-14 / Mech. - (Recommended plate thickness: not calculated) no profile cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) e' 7 t__ 3 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 vmw~.hUu.us PmofiaAnchor 2'7.5 Company: gvomfioc *oomos: ,—` Phone |Fax: E-Mail: VLMK Page: 2 KRS P EDCGsA01 Ph Sub -Project |Pos. Nn.: 20180072 Date: 2/14/2019 2 Proof UUtilization (Governing Design values [lb] Utilization ^' Loading Proof Load Capacity fli,/N[%] Status rl Tension Concrete Breakout Strength 823 1315 63/' OK _ Loam PIN� � ua|�n��v�� Status ( � Com nandohoa,|oa6m---- 0.026 O�f5/3� � — 70-- OK 3 Warnings - Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Cooperation Duties , ---r—'--- -AnyomJal|infonnaUonandUata contained mthe Software ooncemeulelytheuoeofHU products and are based onthe principles, formulas and rl security regulations maccordance with Hi|ti'ntechnical directions andopon,ting.muvnUnVandassomh|yinstrucuons.etc,thotmvot be strictly complied with bvthe user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant mmproduct, 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. r� Moreover, you bear sole responsibility for having the results of the calculation checked and cleared byanexpert, particularly with regard m compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only aoanaid minterpret norms and permits without any guarantee aomthe absence oferrors, the correctness and the relevance ufthe results orsuitability for aspecific application. �You must take all necessary and reasonable steps toprevent m,limit damage caused bythe Software. mparticular, you must arrange for the regular backup ofprograms and data and, ifapplicable. carry out the updates nfthe Software offenedbyHi|Uonaregu|arbosio.|fyoudnnmuoo the AutoUpdate function of the Software, you must ensure that you are using the curren(and thus up-to-date version of the Software in each case hycarrying out manual updates via the mNWeboiva. Hi|owill not boliable for consequences, such onthe recovery vflost ordamaged data o, programs, arising from aculpable breach mfduty by you. r-1 input data and results must be checked for agreement with the existing conditions and for plausibility! www,hilti.us Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E-Mail: VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 Specifiers comments: 5/8" Dia Interior Equipment Anchors - Worst Case Loads 1 Input data Anchor type and diameter: KINIK HUS-EZ (KH-EZ) 5/8 (3 1/4) Effective embedment depth: her,act = 2.390 in., hnom = 3.250 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016112/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fo' = 2500 psi; h = 6.000 in. 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 (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] 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 www.hilti.us Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E-Mail: VLMK Page: 2 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity f /13v[%] Status Tension Concrete Breakout Strength 838 1531 55 / - OK Shear Pryout Strength 592 2198 - / 27 OK Loading rtN f3vt; Utilization jNv [%] Status Combined tension and shear loads 0,547 0,269 5/3 48 OK 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 -J www.hilti.us Profis Anchor 2.7.5 Company: • Specifier: Address: Phone I Fax: E-Mail: t I VLMK KRS Page: Project: Sub -Project I Pos. No.: Date: 1 EDCSEA01 - Ph 3 20190072 2/14/2019 Specifiers comments: 3/8" Dia Interior Equipment Anchors - RPP Unit 1 Input data Anchor type and diameter: J Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Base material: Installation: Reinforcement: • J t -J fl '. ) Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.Ib] KWIK HUS-EZ (KH-EZ) 3/8 (1 5/8) hef,act 1.110 in., hnom = 1.625 in. Carbon Steel ESR-3027 2/1/2016 I 12/1/2017 Design method ACI 318-14 / Mech. - (Recommended plate thickness: not calculated) no profile cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) 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 www.hilti.us Profis Anchor 2.7.5 Company: VLMK Specifier: KRS Address: Phone I Fax: E-Mail: Page: 2 Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 2 Proof I Utilization (Governing Cases) Loading Proof Tension Shear Loading Pullout Strength Pryout Strength Combined tension and shear loads 11111111•111110 Design values [lb] Utilization Load Capacity 13N/ Pv Status 227 355 64 / - OK 36 696 - / 6 OK I3v Utilization [INN r/01 Status 0.640 0.052 5/3 49 OK 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 VLMK ENGINEERING + DESIGN f • ; .... • t 4 ( t J : - t. q Project: E-tcap, 0 t • '-eewt-elert:SerS 131'4 ), k" , W0 .1 .1/2," 70" -I4 ,t,6s --- - :Cleineectt+ex. . pi . „ . .„ .. !Mel Vrt • fobICI 001j.. By: Date2—Sheet - I - i• 0.0e .7)!eAv1/4'r (s6r\cx-ekt,-soc ekix, ... CeQ Spre, 1 fs/ arc : f : • ' i • ... ... .. .... )(tare ... ... ... C-31 ... ... ... ... 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vImk.com [) ��N �&�NN�v �� ��N��N0�� Project. ECCSEAOl-Ph.3 Jobt 20190072 By. KRS Me: 2/2019 C-32 ~'vs.on'Software Copyright xnzsvuwuConsulting Engineers. All Rights Reserved. F\ '^ rl r` Mechanical Unit Anchorage Design Based onthe 2O15International Building Code and ASCE7'1U DESIGN INPUT Seismic Parameters: Wind Parameters: *umz _, ^��°p��' p" .-+ '- *� punIFT= 22.0 psf Mechanical Unit _ Wp= 989 |bs X=124.1/ in Y = 55.5 in Z= 76J6-in Z=m= 0.0� X~= 62.1 Y~= 21.8� Z~= 710.0 in in in in Design Spectral Response Acceleration Ovorstrength Factor [ASCE7 12.2-1ur 15.4-1] [ASCE7 13.5-1or13'6-1] [ASCE7 13.5-1or13.6-1] [ASCE7 13.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind Pressure (psf), 1.OVV Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (nnax) Base Dimension (nnin) Height ufUnit Height ufCurb, where occurs Center u[Gravity Center of Gravity Center of Gravity (excluding curb) rlANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: �o^w�, r u ��, � » " l+2-- �^//,, c , � n = 167 lbs Anchor Shear: (Load applied Uoeach anchor/cnrner) Seismic: Anchor: du dx^2 dy dy^2 . 1 62.063 3851.8 27.75 770.06 J 6I.063 3851.8 27.75 770.06 -) 3 6I.063 3851.8 27.75 770.06 4 62.063 3851.8 27.75 770.06 15407 3080.25 r. Overturning/ Uplift: (Load applied toeach anchor/comer) Seismic: Mm= 20997 lb -in Wind: -` �. M��=42831 v«re,^= 19151 M,t = 57687 M°e,,x = 55342 M"=^=J47UO lb -in lb -in lb -in lb -in lb -in Seismic,QE Seismic, QE Seismic, DE Wind, 1.DVV Wind, 1.OVV Wind, 1.UVV Ycg (2-Fan Condenser) Xca / PLAN VIEW SIDE VIEW Load Combinations: r Seismic: (0.9-.25D5)O + QE (8.6-.14GDS)D + 0.792E �1.6So«I,W. = 1600 |bs Wind: 0.9D + 1.OVV OK Controls Design Eccentricity =_� 5% e"= 3.1031 in e,= 1.3875 in M~~ = 931 in-|bs M..= 416 in-|bs Y Direction X Direction V1.3 = 79 |bs V,'z= 79 (bs V2'4= 79 |bs Vx'*= 79 |bs Max Vu, ANCHOR 370 Ubs Wind Net Tension: T"*273 |bs T.* 560 |bs Max T^xmCxwm* = 560 Ubs Wind � 321 (ASO) *Negative (-) values indicate there is no net uplift ,` \ I www.hilti,us Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E-Mail: VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 Specifier's comments: 2-Fan Condenser Anchors C t_ 1 Input data Anchor type and diameter: Effective embedment depth: Material: r-1 Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: • Profile: Base material: Installation: -J Reinforcement: Seismic loads (cat. C, D, E, or F) ▪ Geometry [in.] & Loading [Ib, in.113] t-) • I fl K HUS-EZ (KH-EZ) 3/8 (2 1/2) hefact = 1.860 in,, hnom z"-- 2.500 in. Carbon Steel ESR-3027 2/1/2016 12/1/2017 Design method ACI 318-14 / Mech. - (Recommended plate thickness: not calculated) no profile cracked concrete, 2500, fo' = 2500 psi; h = 6.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No, 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Y-- l "7 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 r 1 www.hilti.us Profis Anchor 2.7,5 Company: Specifier: Address: Phone I Fax: E-Mail: VLMK Page: 2 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity Status Tension Concrete Breakout Strength 560 1051 54 / - OK Shear Pryout Strength 370 1509 - / 25 OK 1-1 Loading [3t4 P, cUtilization 13N V ['A] Status Combined tension and shear loads 0.533 0.245 5/3 45 OK 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! x . 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, t r1 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 ;l ^' "NG.NUER.NG,DESIGN yrojw: E0C8EA01'Px3 � 'va.nn'Software Copyright zozsvuwxConsulting Engineers. All Rights Reserved. Unit Anchorage. Based onthe 2D15International Building Code and ASCE7-1U ^� Wind Parameters: r\ � pnoaz= 22.0 psf ' r` rANALYSIS .BamwShear: _ Wind: Design Spectral Response Acceleration Oveotrength Factor[A5CE7 12.2-1or15.4-1] [ASCE7 13.5-1or1].6'1] [A5CE7 13.5-1or13.6-11 [AGCE7 13.1.3] Attachment height from base of structure Average roof height ofstructure from base Design Wind Pressure (psf),1.0W Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (max) Base Dimension (min) Height ofUnit Height ofCurb, where occurs Center of Gravity Center of Gravity Center of Gravity (excluding curb) Ycg Zcg x | | Xcg PLAN VIEW SIDE VIEW Load Combinations: y Seismic: (0.9-.3SDS)O +DE (Load applied to all (4)anchors/corners together) 0�o,Surw�/ z F� ~ l+2-|� 15906 |bs �l.0�7oalvW�= 152701 |bs " 6!,//, � & / >o 3S r o�' - 28632 /b= '' ' Base Shear, QV,E= 28632 |bs Seismic,DE V"* = 12075 |bs Wind, 1.0VV ~^Anchor Sheen: (Load applied toeach anchor/ourner) Seismic; r� Anchor: dx dn"2 dy 1 239.5 57360 65 2 239.5 57360 65 .) 3 239.5 57360 65 4 239.5 57360 65 w r, Wind: V\��* = dy°2 4225 4225 4225 4225 w ^~ 3019 |bs Overturning/ Uplift, (Load applied meach anchor/comed Seismic: M,,t = 3149467 lb -in Mre,,, = 2E+07 lb -in M re,^ = 4E+06 lb -in M,t =9g617U lb -in Mre,,x = 2E+07 lb -in 5oismic,DE Seismic,OE Seismic, DE Wind, 1.DVV Wind, 1.OYV Wind, 1.DVV Wind: 0.9D + 1.OVV 0.613 + 0.6N/ OK Controls V.SASE = 28632 lbs Seismic -- Design Eccentricity �9� ty� -,� e, = 11.975 in ev = 3.25 M~°= 342862 in-|bs M..= 93052 Y Direction X Direction V1'3 = 7516 |bs VI.z = in in-|bs 7516 |bs 7516 |bs Max V^ANCHOR = 7516 Ubw Seismic = 5361 (ASD) Net Tension: T,* = -13181 |bs Max Tu mmcwou* -4355 Ubm Seismic ~ -2340 (ASO) *Negative (-) values indicate there is no net uplift ; t I 7 C 1.2 • --. I \ L. Geometry [in.] & Loading [Ib, in.lb] fl ,1 fl ) n t www.hilti.us Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E-Mail: VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 Specifier's comments: Generator Anchors 1 Input data Anchor type and diameter: KVV1K HUS-EZ (KH-EZ) 5/8 (31/4) Effective embedment depth: h! = 2.390 in., hnom = 3.250 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 2/1/2016 I 12/1/2017 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. 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 (17.2,3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) 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 www.hilti.us Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E-Mail: VLMK Page: 2 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 2/14/2019 2 Proof I Utilization (Governing Cases) (i Loading Proof Tension Shear Pryout Strength 6, 1 Loading Combined tension and shear loads n 3 Warnings Design values [lb] Utilization Load Capacity, Ii3v [%] Status 2148 2198 - / 98 OK fly L Please consider all details and hints/warnings given in the detailed report! Utilization I,,y [%] Status 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 { V YNGIN NMESIGN K Project: bc,S fko, [ 11.3Job4: 2L 90017. By: Kg-J Dote: / Sheet• 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com C-38 ��N ���0�~ �� ��0q�00�� Mn�� EDCSEA01'Ph.3 Jobt 20190072 ` ' vo.ou ' Software Copyright zozsvunnConsulting Engineers. All Rights Reserved. - Anchorage ` Mechanical Unit __-_'g- Based onthe 2025International Building Code and AS[E7-2O -` ^` DESIGN INPUT Seismic Parameters: Wind Parameters: r� pxouo. =' ^ 22.0 psf Mechanical Unit Parameters: .. W�= |bs . ==+- � X= 114.0 in Y=72.0 'in z= 110~Q-in � * � X~ = 57.0 = in zcg = 7�~3 in � r> Design Spectral Response Acceleration OvemtnengMh Factor[A5CE7 12.2-1nr15.4-1] [ASCE7 13.5-1or13.6'1] [AS[E7 13.5-1or13.6'1] [A5CE7 13.1.3] Attachment height from base of structure Average roof height of structure from base Design Wind P,essure(psf), 1.OVV Design Wind Pressure (psf), 1.OW Total Weight Base Dimension (nnan) Base Dimension (min) Height ofUnit Height of Curb, where occurs Center o[Gravity Center of Gravity Center of Gravity (excluding curb) VI ANALYSIS Base Shear: (Load applied mnall (4)anchors/corners together) Seismic: 8.4u'SorW / � r� F� = ~ l+2-|� 1244 |bs ^ ,8"/�, � 6/ '' ^ Base Shea�QV" = 4477 �s Wind: Vuw= 1816 |bs Se�nn\c� Seismic, QE Wind, 1.DVV ~'Anchor Shear: (Load applied moeach anchor/comer) Seismic Anchor; dx 1 57 2 57 71 3 57 4 57 Wind: dx^2 3249 3249 3249 3249 12996 dy 36 36 36 36 dy^J 1396 1296 1296 1296 5184 Overturming/Uplift: (Load applied tmeach anchnr/comer) Seismic: M,t = 320336 lb -in Seismic, DE Mre,,.= 2935/6 |o-m Seonn|c,uE M re,x = 185417 lb -in Seismic, QE M,t = 105371 lb -in Wind, 1.OVV M=," = 378645 lb -in Wind, 1.OVY M"=, = I39144 lb -in Wind, 1.0VV Wind: Yeg Zcg x | | Xcg PLAN VIEW V G SIDE VIEW Load Combinations: Seismic: (0.9-.2SO5)D+QE (0.6-.14SOS)D+0.793E �l�0� / =1194O |bs Wind: 0.01D + 1.0W 0.6D + 0.6VV OK Controls V.BASE = 4477 Vbs Seismic = 3134 (ASD) Design Eccentricity e, = 2.85 in M,°= 12760 in-|bs Y Direction 1175 |bs 5% ey X0rnctnn V1,2= 1175 |bs = 1.8 8059 in in-|bs MamVu mmc"o^ 1175 l»m Seismic = 823 (ASD) Net Tension: T,*= 152 |bs 7Y*= 992 |bs Max T^xmCHnm* 992 Ubs Seismic = -48 (AGD) *Negative (') values indicate there is"nnet uplift r www.hilti.us Company: VLMK 4. 7 Specifier: KRS Address: r Phone I Fax: E-Mail: Profis Anchor 2.7.5 Page: Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 5/28/2019 1 Specifiers comments: SSGA Anchors 1 Input data Anchor type and diameter: L. • Effective embedment depth: Material: Evaluation Service Report: . Issued I Valid: Proof: Stand-off installation: • 4 Profile: Base material: Installation: • Reinforcement: Seismic loads (cat. C, D, E, or F) L_J fl Geometry [in.] & Loading [Ib, in.lb) n Kwik Bolt TZ - SS 304 3/4 (3 3/4) hetact = 3.750 in., hn,m = 4.313 in. AISI 304 ESR-1917 5/1/2017 I 5/1/2019 Design method ACI 318-14 / Mech. - (Recommended plate thickness: not calculated) no profile cracked concrete, 2500, fc= 2500 psi; h = 6.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) 12 0 Ce SAFE,. 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 ) Profis Anchmr2.7.5 Company: Specifier: *oqemu: Phone |Fax: VLMu 2 xwo EDCSEA01'Ph3 Sub -Project |Pos. No.: 20190072 Date: 5/28/2019 2 Proof Utilization(Governing Cases) Design values [Ibl Utilization Loading Proof Load Capacity f6/N [%] Status Tension Shear Concrete edge failure indirection v+ 784 4604 417 OK Loading ON ov Utilization pN,v [%] Status Combined tension and shear loads 3 Warnings -Pleaseconsider all details and hints/warnings given inthe detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties ' Any and all information and data contained inthe Software concamoo|e|ythevmaofHi|Vpmducts and are based pnthe principles, formulas and security regulations inaccordance with Hilli's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with bythe user. All figures contained therein are average figures, and therefore use -specific tests are to baconducted prior musing the relevant m|uproduct. The results o,the calculations carried out bymeans ufthe Software are based essentially nnthe 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 nf the calculation checked and cleared byanexpert, particularly with regard m compliance with applicable norms and permits, prior tnusing them for your specific facility. The Software serves only aoanaid minterpret norms and permits without any guarantee oomthe absence oferrors, the correctness and the relevance of the results o,suitability for wspecific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software, |nparticular, you must arrange for the regular backup vfprograms 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 AumUpdetefunction ofthe Software, you must ensure that you are using the current and thus up'm'doxsversion o,the Software ineach case bycarrying out manual updates via the HiniWebo|te. Hi|ti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from aculpable breach ufduty byyou. triput data and results must be checked for agreement with the existing conditions and for _, Fl L- j ywjw- EDCSEAQlfh.3 "u.no ' Software Copyright zo1svunnConsulting Engineers. All Rights Reserved. Vmo 5/30l9 ��� ''_--'_---_' Unit Anchorage Based onthe 2OU5International Building Code and ASCE7-2O DESIGN INPUT n Seismic Parametes� \ . L/ Sos = 2.011 g D 2.0 ' A�J� ~ R~ = 6.0 Io1'OO r= n ft h= 2J ft ' ' Wind Parameters: F7 ' pHOm� = 2�� / F1 ANALYSIS � �^Bese Shear: psf psf Design Spectral Response Acceleration DverstnengthFactor [ASCE7 12.2-1 or 15.4-1] [ASCE7 13.5-1or13.6'1] [A5CE7 13.5-1or13.6-1] [ASCE7 13.1.3] Attachment height from base of structure Average roof height ofstructure from base Design Wind Pressura(psf), 1.0VV Design Wind Pressure (psf), 1.0W Total Weight Base Dimension (nnax) Base Dimension (min) Height ofUnit Height of Curb, where occurs Center ofGravity Center ofGravity Center ofGravity (excluding curb) (Load applied tnall (4) anchors/corners together) ' ,\ l+�|= ]U9 |by 6L//r \' -6 / - -- Wind: V,w = 1669 |bs Wind, 1.DVV � Anchor Shear: (Load applied to each anchor/corner) /r �a�� ~ ^~ ~ ^»_ — Seismic: [� Anchor: dx 1 43 2 43 3 43 4 43 \� Wind: du^2 1849 1848 1849 1849 7396 »z'z.s.4= dy dyA3 e,= 2.15 21.25 451.56 M,°= 2391 21'25 451.56 Y Direction 21'25 451.56 21'25 451.56 1806.25 417 ibs Overturmin0/Uplift: (Load applied Seismic: M,t ~ 94141 lb -in Mr,,,,= SSOOO lb -in Ma,«= 27180 lb -in Mot = 105959 lb -in »o",,,x = 70937 lb -in Mresl,= 35056 lb -in to eachandmr/comer) Seismic,DE Geiymic,QE Seismic, 92E Wind, 1.OVV Wind, 1.0VV Wind, 1.0VV Ycg ZCg � 61 20 | i Xcg PLAN VIEW SIDE VIEW Load Combinations: r Seismic: (0.9-.2SD5)D+ClE (0.6-.14SDS)U + 0.792E �l.0Scm/W= >—O.3SoxI,W� = Wind: O.gD+ 1.0VV O.6D+U.GVV 2965 |bs OK 1669 lbs Wind 1001 (A5D) Design Eccentricity 5% in e, = 1.0625 in in-|bs M.~= 1181 in'|bs X Direction V1,3� 292 |bs V1,2= 292 |bs Max VU, ANCHOR Net Tension: = 250 (A5D) T,* = 343 |bs T,* = 974 |bs Max Tu, ANCHOR* 974 Ubm Wind 557 (ASD) *Negative (-) values indicate there is no net uplift �� www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.7.5 VLMK Page: 1 KRS Project: EDCSEA01 - Ph 3 Sub -Project I Pos. No.: 20190072 Date: 5/28/2019 Specifiers comments: UMCA Anchors 1 Input data Anchor type and diameter: Kwik Bolt TZ - SS 304 3/4 (3 3/4) Effective embedment depth: heract = 3.750 in., h„o,,, = 4.313 in. Material: AISI 304 Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2017 15/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, f,,' = 2500 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or c No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] 12' SAFE-. 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, Schwan L ) n www.hilti.us Profis Anchor 2.7.5 Company: Specifier: Address: Phone I Fax: E-Mail: VLMK Page: 2 KRS Project: EDCSEA01 - Ph 3 Sub -Project t Pos. No.: 20190072 Date: 5/28/2019 2 Proof I Utilization (Governing Cases) Loading Tension Shear Loading Proof Pullout Strength Concrete edge failure in direction y+ Combined tension and shear loads Design values [Ib] Utilization Load Capacity N [%] 974 3954 25/- 417 4684 -/9 Status OK OK Utilization N,V [%] Status 0,246 0.089 5/3 12 OK 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. ._f 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 1111111111111111.11.110111111111111.110100 r ' ‘4,0 VERTIV. r ' r 7 7 1 (-7 ▪ J 7-1 r • I CABINET & ANCHOR DIMENSIONAL DATA 2 FAN (MCS056, MCM080, MCL110) DUAL CIRCUIT FOR CON39211, CON40221, CON41231 R-1 CONDENSERS 575V Option Anchor Plan Full height leg supplied for — each Lee -Temp or DSE Receiver required 13/16" ( 2lmm) Typ. 7" (178mm Typ. Left Side of Unit 3 5/8" ( 93mm ) Typ. DETAIL A Note: Typical All Legs 1. Liebert recommends a clearance of 36" (915mm) on each side for proper operation and component access. Cross bracing required for legs longer than 18" (457mm). Quantity varies per model & options selected. For DSE models only, 6-1/2" (165mm) dimension is 9-1/4" (235mm) and 15-1/4 (387mm) dimension is not applicable. TOP OF G FAN GUARD J Lee -Temp or DSE Only All primary dimensions in tables are in inches (Secondary are in mm) 1 7/8"except where specified ( 48mm) Typ. 1/2" (13mm) X 1" (25mm) Obround Typ. Lee -Temp or DSE Receiver 6 1/2" Ref, 575V Option Entering Hot Gas and Leaving Liquid Piping 6 1/2" Ref ( 165mrn ) ( 165mm I ' Dual Circuit Only 151/4" 15 1/4" 387mm ) K 387mm 1 Dual Circuit Only Front View (Lee -Temp Shown) LIEBERT MODEL NUMBER (LEG HEIGHT F/\ DIMENSIONS) MCS056 MCM080 18 (457) 36 (914) 48 (1219) 60 (1524) DIM "G" 31-5/8 (803) 49-5/8 (1260) 61-5/8 (1565) 73-5/8 (1870) DIM "H" 39-5/8 (1006) ST 5/8 (1464) 69-5/8 (1768) 81-5/8 (2073) MCL110 DIM "G" 35-7/8 (911) 53-7/8 (1368) 65-7/8 (1673) 77-7/8 (1978) DIM "H" 43-5/8 (1108) 61-5/8 (1565) 73-5/8 (1870) 85-5/8 (2175) LIEBERT MODEL NUMBER A A" (575V ONLY) C D J Lee -Temp or DSE Receivers Only K M C S056 94-7/8 (2411) 103-1/8 (2619) 88-3/8 (2245) 86-3/4 (2203) 42-1/2 (1079) 42-1/2 (1080) 40-7/8 (1038) 35-7/8 (910) MCM080 105-1/4 (2674) 113-7/16 (2882) 96-1/16 (2440) 94-7/16 (2398) 46-5/16 (1177) 46 (1168) 44-3/8 (1127) 39-5/16 (999 MCL110 124-118 (3152) 133-1/8 (3381) 112-1/8 (2848) 110-1/2 (2806) 54-3/8 (1381) 55-1/2 (1410) 53-7/8 (1368) 48-3/4 (1238 fl DPN003437 Page :1 /1 b. _J REV : 4 REV DATE : 12/16 n (-7 ‘40 VERTIV„. FOR C0N29161/30162, 31171/32172, 33181/34182, 35191/36192 R-2 CONDENSERS CABINET & ANCHOR DIMENSIONAL DATA 3 FAN (MCL165) 575V 1—" Option 575V Option L -4 r 7 k_1 7-1 r LJ L-1 13(16" ( 21mm ) Typ. 7" ( 178mm ) fl Typ. LJ Anchor Plan 3 5/8" (93mm Typ. DETAI Typical All L H TOP OF FAN GUARD Full height Leg supplied for each Lee -Temp or DSE Receiver required Main Electric Box End Left Side of Unit Lee Temp or DSE Only Note: 1. Liebert recommends a clearance of 36" (915mm) on each side for proper operation and component access. /\ Cross Bracing required for legs longer than 18" (457.2mm). quantity varies per model & options selected. For DSE models only, 6-1/2" (165mm) 1 7/8" dimension is 9-1/4" (235mm) and ( 48mm) 15-1/4 (387mm) dimension is not applicable. Typ. ing Eyebolts Typ. (4) Places Lee -Temp or DSE Receiver Entering — Hot Gas and Leaving Liquid Piping K 15 1/4" 1/2" (13mm) X 1" (25mm) A Obround Typ. s (387mm) 54 1/8" 1374mm ) 6 11/2" Ref. ( 165mm ) K Front View (Lee -Temp shown) LIEBERT MODEL NUMBER LEG HEIGHT DIMENSIONS F in. (mm) MCL165 18 (457) 36 (914) 48 (1219) 60 (1524) DIM "G" 35-7/8 (911) 53-7/8 (1368) 65-7/8 (1673) 77-7/8 (1978) DIM "H" 43-5/8 (1108) 61-5/8 (1565) 73-5/8 (1870) 85-5/8 (2175) Dimensions in. (mm UEBERT MODEL NUMBER A A* (575V ONLY) B C D E J Lee -Temp or DSE Reciever K MCL165 180-1/4 (4578) 189-1/4 (4807) 73-7/16 (1866) 168-1/4 (4274) 110-1/2 (2806) 56-1/8 (1425) 54-3/8 (1381) 55-1/2 (1410) 53-7/8 (1368) 48-3/4 (1238) r LJ DPN003438 Page :1 /1 REV : 3 REV DATE : 12/16 J • t. I _J 4_1 e 2.3 Condenser and option net weights —Medium condensers (continued) ncenserModeJ Additional Weight for Options, Ib (kg) Lbrt Lee:Temp 100 (45) 110 (50) CONDENSERS 220 (100) Liebert DSE Receiver DA050 44 (20) Liebert DSE Receive A Liebert DSE Receiver DA125/150/165 Coated Coif 575V Seismic/Wind Bracing,18-in. legs 5 (2) 52 (24) 40 (1W 10 (5) 63(29) 40 (18) IQ 63 (29) 4 1 88(40) 184 (83) _20 (9) 57 (26) Table 2.4 Condenser and option net weights —Large condensers 1 " ooriCir•ct.iits 1 f?efr!9,,rat Condenser Dry Weight, lb (kg) 18" Leg 36%Leg 48" Leg 60" Leg Additional Weight for Op ions, lb (kg) Liebert Lee -Temp Liebert DSE Receiver DA050 Osbert D E Receiver DAOBO/085 Liebert DSE Receiver DA125/150/165 Coated Coil 344 486 C2 518(2 549(24 60 (27) 8 (4) 602 (273) /66(34 /) • • • 798(362) 829(316) 4 (0) 94 3) 16(7) 575V 79 (36) 90 (41) /Wind Elracing;18-irt legs 40 (18) 40 (18) 602 (273) /66 (34 /) 798 (362) 829 (3767 120 (54) 90 (41 188 (85) 891 (4.04) 1136 (515) 1186 538) 1184 (537) 1501 1230(558) 1547 (70 175 (79) 45 (20) 94 (43) 16(7) 24 (11) 90 (41) 132 (60) 40(16) (28) Sum all highlighted weights in column for each 2 fan condenser section. 215 (98) •A 45 (20) 94 (43) 32 (15) 1186 (538) 14o3 (659) 1501 (681) 1547 (702) 40 (109) 41) 5) 134 (61) 1)-1 (21 134 (61 57 (26),,,, Sum all highlighted weights in column for each 3 fan condenser section. Vertiv Liebert 5 MCInstaller/User Guide 1 VERTIV L J L r, �J J a, J L. J Electric Box End of Una 36" ( 914mm ) Minimum Clearance 413/16" J (122mm ) '1 L 1 For ERP16000, 17000, 18000, 19000 (ground mounted on exterior under 3 fan condensers). R-4 ERPs _ 213/8" 1543mm CABINET DIMENSIONAL DATA PRO50 - PR250 _ 42" 1 1067mm Minimum Clearance Pump Access Typical Both Sides 36" .. (914mm) Minimum Clearance 1.3/8" Liquid from Condenser to PR050-PR125 1.5/8" Liquid from Condenser to PR250 421 /8" 11071mmI r ' 3615/16" ( 939mm L.J L J L J LJ J 9 3/8" (238mm) System Circuit 2 Liquid In System Circuit 1 Liquid In System System Circuit 2 Circuit 1 Liquid Out Liquid Out 4 13/16" ( 123mm 215/16"� 1541mm) REAR VIEW (PIPING END) 401 /8" ( 1019mm ) B 4011/16" ( 1033mm 1 LEFT SIDE VIEW 7/8" Liquid from PRO50-PR125 to indoor unit 1-3/8" Liquid from PR250 to indoor unit 0 7/16" Typical 8 Places (11 mm) for unit mounting 40" 1 1016mm 39 3/8" 11000mm 0 7/16" Typical 8 Places (11 mm) for unit mounting DETAIL B Model Circuits Unit Voltage, Hz Approximate Dry Weight Ibs (kg) PRO50 1 208/230V, 460V 60Hz 217 (98) 380V, 575V 60Hz 242 (110) 415V 50Hz 217 (98) PR085 125 and PR250 2 208/230V, 460V 60Hz 340 (154) 380V, 575V 60Hz 390 (177) 415V 50Hz 347 (157) 2 15/16" 1 74mm ) 1215/16" ( 328mm ISOMETRIC VIEW 36 3/16" 919mm ) FRONT VIEW 2215/16" ( 582mm ) 3215/16" (836mm) 35 7/8" (911mm) 1 SECTION A -A DPN002326 Page :1 /1 REV : 8 REV DATE : 5/18 r • r 1 • . a r Y r L 'A 1 � � r 4 . USER CONTROLS INDICAB 7tlRS- 38.0 195 FRONT VIEW 7 PEW CONNECTIONS TERMINAL BLOCK (TB SEE GBUNC NOTE 5 6 - 25.0 ► 18.0 --r 5.0 G / Nn 00 OZ M�0 iO WA /9\0, \ TOP VIEW 48.0 f �19,D0--J RiGHT SIDE VIEW PLAN VIEW 6 3.0 C C 32.0 30 EMERCENCI PHASE NEURAL 198499TONS NORMAL PRASE DPRONAL SEE NOTE 9 5 REAR VIEW WITHOUT COVERS W_6Z5 YOU NRNU HOLES B PLACES. 4) MOUNTING 10129WARE NUST BE GRADE 5. USE � 995E MWNTMD RIME SIMILAR r0 'POWER-SRL'1 P/N PS619. GENERAL NOTES 1. TYPE 1 ENCLOSURE. FREE SIANDNC. FLOOR MOUNTED. CODE CAKE FORMED PRMBE CONSTRUCTION, 2. NEC STANDARD GAUGE PAN TYPE DOOR CM LOVABLE HANDLE. 3, FINISH ANSI 51 CRAY, POLYESTER POWDER STANDARD. OTHER ANSI COLORS AVALABLE CONSULT FACTORY 11 RECOGNIZED, 4. CONSTRUCTION IS IN ACCOROA9cE WITH APPLICABLE REOU9EMENil OF 16 1008. 5. RECOMMENDED CLEARANCES: FRONT 48 INCHES REAR: 36 INCHES 8. A 259 RUED CR0URD BUS 15 PRONGED, 7, UNIT 15 DESIGNED FOR COMBINATION TOP MD 80710M CABLE ENV.. THE STANDARD SWITCH CONF0URA70N IS FOR TOP LUGS EMERGENCY AND LOAD AND BOTTOM LUGS NORMAL OPTIONALLY, THE 9N7CN MAY BE SUPPLED MH REVERSE NORMAL 9 EMERGENCY LUGS. (REFER 7O THE MIRING CIA9R4M FURNISHED MTH EACH TRANSFER SNITCH TO 097994W'E TERMINATION POSITIONS). 8. NEUTRAL CONF6URAi10NS' AN OPTIONAL FULL RATED NEU7RAi. CONFIGURATION FOR EACH SOURCE AND THE LOAD MAY BE PROVIDED. WHEN EDOPPED IT I5 94 ONE OF THE FOLLOWING FORMATS AS SPECIFIED 3Y THE CATALOG NUMBER NO. NEUTRAL TYPE (A) SOLID (COPPER BUS) NEUTRAL (5) SWT0HED NEUTRAL POLE (C) MAPPING NEURAL POLE (NOT NAME O9 ACTS/brs U 9. THE STANDARD SWITCH CONFIGURATION 15D FOR TOP EMERGENCY, CENTER LOAD, AND ROOM N0RW1 OPTIONALLY, THE 568101 MAY 9E SUPPUE0 WITH REVERSE SOURCES (REFER TO ME MANG DIAGRAM FURMSHUD WIN EACH TRANSFER SWITCH TO DETERMINE TERMINATION POSITIONS). 10. 0 CENTER OF GRAVY TERMINATIONS 1, ALL SRES SLWPU90 STANDARD WITH MECRANACAL (SCREW TYPE) LUGS. (SEE AMP SIZE BELOW) A. LUG MA75481, 9U41N'UM ALLOT 6061.18 WPH L' EC1R0 TIN PLATED F915R. B SCREW MATERIAL ALUMINUM 9L01 6262.79 MTH E1,EC1R0 TIN PLATED 99451E C. UL LISTED, MA CERTIFIED D. LUC SCREW TIGHTENING TOA9IE PER UL 488e: 19 FT-LBS. E. SUITABLE MRE BENDING SPACE 6 PROVIDED. (SEE AMP 945E 9ELOM) 9 OPTIONAL COPPER CRIMP 41G5 WY BE SUPPLIED. (SEE AMP A2E BELOW) A LUG iUERML'1 WON 004010IMIY WROUGHT COPPER FINISH, ELEC1R0 TN PLATED. 5. UL LASTED, OSA CERTIFIED. C LUG MOUNTING HARDWARE TIGHTENING ICROR: (REFER TO WITHSTAND CURRENT RATING LABEL PROVIDED ON EACH TRANSFER 9WRU1). D. SUITE WE BERDNC SPACE IS P,WV6ED. ME AMP WE BEL0A9 3. CONSULT Fk0OR1 FOR OTHER TERMINATION REQUIREMENTS. 4. GROUND LUGS ARE P9O4OED STANDARD AS FOLLOWS. (SEE AMP SIZE BROM). 5. Ci610MER TERMINAL BLOCKS FOR 41 7000 SERFS UNITS NE TB Mll 9E MOUNTED ON rHE UPPER ATOM INSIDE OF ENCLOSURE, FOR 4000 SERIES UNITS Ti MIL BE MOUNTED ON THE TRANSFER SWITCH FRAME AS IN0CAIED. CABLING NOTES 1000-1200 AMPS 7. SUPPLED MM S744049D MECHANICAL (SCREW TYPE) MS ON THE NORMAL EMERGENCY L040 BUS STABS. ONE (I) LUG PER PHASE AND NEUTRAL EACH AATIkE FOR CONN:CRON OF FOUR (4) 1/0 •60014CM CU/AL CABLE (SEE NOTE '0' BELOW), D. SUITABLE MIRE BEN044C SPACE IS PROVDED FOR UP 70 FOUR (4) BOUNCY CABLES PER TERMINAL 2. DP90NAL COPPER CRIMP LUGS MAY 8E SUPPLED, UP TO FOUR (4) TWO HOLE, LONG DARR€L CU CRIMP LUGS RATED FOR UP 10 600MCM. (REFER 10 CRIMP LUC INSTALUIICN DATA PRONDEO WRH UNIT FOR FULL NSiku110N DETALS). C. SUrt481 VITAE 9ENOINC SPACE 6 PROVIDED FOR UP TO NUR (4)60DMOM CABLES PER TERMINAL 4. GR0UN0 LUGS ARE PROMOED 5TAN9AR0 AS FOLLOWS; (12) 1/0 - 7506ICM CU/k CABLE CABLING NOTES 1600-2000 AMPS I. SUPPLIED WIN STANDARD MECHANICAL. (SCAR TYPE) TUG"+ ON THE NORNAL EMERGENCY A LOAD BUS STABS. ONE (1) LUG PER PHASE AN0 NEUTRAL EACH SUITABLE FOR CONNECTION OF SIX (5) 1/0-600MCM CU/AL CABLE (ALE NOTE'U1 BRIM. D. SU11A91E MRE 9EN5NC SPACE IS PAOADEO FOR UP TO SIX (6) 600MC91 CAKES PEN 1ER4Nk 2. OP99NAL COPPER CRAP LUGS MAY 80 SUPPLED. UP TO SIX (5) 10 HOLE. LONG BARREL CU CR:MP LUGS RUED FOR UP TO 90DMCM. (0FFA TO CRIMP TUG [R51k/90N BATA PROVED WITH UNIT FOR FULL INSTALLATION DE1AL5). C. SUITABLE PRE BENDING SPADE IS PROVIDED FOR UP TO SIX (8) 600MGM CABLES PER TERMINAL 4. GROUND LUGS ARE PROVIDED 51ANDA9D AS FOLLOWS; (18) 1/0 - 750904 CU/k CABLE P85RC7 rooT NOUNEING 0405 I000A-ZOOOA, REAR CONNECTED 1965 ,RI A 30 A 40 amino „r4.crsm41 nim4 Am n r..an RN NO ANGLE PROJECTION 2 LA 619587-023 7. A t 21030A I0F1_ C E r r r 1 r r 1 r r r r r • L , ▪ 4 ▪ L ? ,, .s r t r R-t 6 NOTES 1. ALL DIMENSIONS ARE IN in [mm]. 2. MINIMUM CLEARANCE FOR PROPE REAR -6" [150mm] SIDE - 6" [150mm) (OUTSIDE CABINETS WHEN CABINETS ARE BOLTED TOGETHER SIDE BY SIDE) 3. PLACE OF CABINET IN FINAL POSITION AND ANCHOR TO FLOOR BEFORE ASSEMBLY. 4. TOP CABLE ENTRY MUST BE FROM OVERHEAD CABLE TRAY. 5. CONTROL AND POWER WRING MUST BE RUN IN SEPARATE CONDUIT. 6. ALL WIRING IS TO BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. 7. WEIGHT -1380 LBS [626 Kg] DIMENSION 25,59"(W) x 23.62"(D) x 80,9"(H) (650mm x 600mm x 2055mm) BATTERY CABINET SHEET NO. 1 OF 7 DRAWN BY: J. SHIPMAN ECN NO. DESIGNED BY: R. CAUDILL REF DWG. APPROVED BY: R. CAUDILL TITLE OUTLINE DRAWING SAMSUNG BATTERY CABINET LIEBERT NX225-600, NXL, EXL, EXL S1, EXM 480V DWG. NO. BPP14001 DATE (LATEST REV, 04/13/2018 REVISION 7 1050 DEARBORN OR P.O. BOX 29186 COLUMBUS, OH 43229 VERTIV. � Life is on Schneider Proposal Name: EdgmCnnnoXSalt Lake Quote Number: Q-58*776 Quote Name: PP2 Quote Date: 11102/uV10 y� ' 1 1 MsoeA110 Product Details: 1-Square D Custom Swbd Series 2-QED-2 Switchboard `^ �l `^ -1 `^ L--j �) ^� GqvamDCuotomDnbdSehoo2 Designed and Tested inaccordance with: ULV01/mAT|0NALELECTRIC CVDEyNEMAPB'2 System Voltage 'o0VY/277V]Ph4w6OHz System Ampacity 2000A Source Description ' Single Main Bussing Silver Plated Copper Neutral Bus '100% Max Available Fault Current (RMS)'10Vk« Enclosure ' Type 1 Accessibility: Front Only Equipment Nameplate vYhnaGurface/B|ack Letters, Adhesive (Field Installed) Exterior Paint Color ' ANSI 49 Ground Lug provided for each device Copper Ground Bus Communications System Options- ModbuoRS485 Wired Out Certified Test Report Required Seismic Qualified r� Dimensions `' — -- 3'36"Wide Soo8onx4 ~l 3'36" Deep Enclosure(s) Dimensions: 1V8.8O^vYX38^Max DXs1.5^M ^� Approximate Weight: 3015.00|hs/1367.60xmo Incoming Requirements r� Suitable for Use As Service Entrance Entry Point: Left vfLineup, Through the ^� smmm Connection Type: Cable GPID with Surge Rating 240kx SPDDry Contacts r) Includes Surge Counter Special: TAG #Cn'1O38*2O' NEMx2HOLE LUG PADS mVwsMAGP Special: TAG #CR'103842O'CUSTOM GRNDBUS wEmAoHOLE SP Mains ------------------------------- ~� 1'zOVOAS/2oVVAT48OV1QO%Rated 1V8xx3 Pole UL.Fixed Mounted Electronic Trip Circuit Breaker: Type RL Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault r� Circuit Breaker modbvvCommunications Wired Auxiliary Switch 14/1B'Form C Padlock Attachment �~ Energy Reduction Maintenance Switch Nameplate ' White Surface /Black Letters, Adhesive (Field Installed) Special: TAG #TAoWsa auxoewcsa WIRED T0T.a. -- 4 1600xS/1 6VVxT*8OV10O%Rated 1oOkA3 Pole UL.Fixed Mounted Electronic Trip Circuit Breaker: Type RL Common Feeder Features: SWITCHBOARDS r-) pn|mTsD: 11/2/20189:47Aw UFO; Is Q')n' neider `' ' t"°."`,= Proposal Numesd8oConneX Salt Lake Quote Number: Q-5xsr76 City 'PPo Quote Name: PP2 Quote Date: 11/0%/2V V ~' F-1 ,'. _J '—` ^' �l r� `' `' `' _, Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Circuit Breaker ModbusCommunications Wired Auxiliary Switch 1/V1B Form C Padlock Attachment Energy Reduction Maintenance Switch Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TAGVVED AUX, DEVICES WIRED TVT,8. Special: TAG #CP-16384uO CUSTOM GRND BUS NsmA2HOLE SP Special: TAG #CR,168642V NEMA2HOLE LUG PADS w8NEMA SP � ���— n—Designation: GSBBA1 10 Product Details: 1-Square DCustom Swbd-QED-2Switchboard Square OCustom Gwhd Designed and Tested in accordance with: UL8g1/NKT|ONALELECTRIC CODE/mEMAPn'2 System Voltage '48OY/277V3Ph4wO0Hz Source Description ' Main ixRemote System Ampaoity'waOOA Bussing ' Silver Plated Copper Neutral Bus '100% Max Available Fault Current (RMS)'05kA Enclosure Typo1 Accessibility: Front Only Equipment Nameplate whhaSvrfaco/B|aux Letters, Adhesive (Field Installed) Exterior Paint Color ' ANSI 49 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Special: TAG #5nO643o' CPT FOR AuxRELxYS Dimensions o'36rWide onmmn(s) 1'42rWide aecmnn(s) 4'4o^Deep snmvou,e(s) Dimensions: 1ou.mr'vVXmy'Max 0 X91.o^H Approximate Weight: 5334.00|4s/2419y0kgs Incoming Requirements ULDead Front Entry Point: Left vfLineup, Through thSide Bottom, Connected mExisting 1234557 SPIDwith Surge Rating o*OxA SPID Dry Contacts Includes Surge Counter --------------------------------- Devices Associated with Remote Main: 2'1500AS/1000AT480V100% Rated 05kA3 Pole UL,Fixed Mounted Electronic Trip Circuit Breaker: Type RK Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Auxiliary Switch 1/V10 Fvnn C Padlock Attachment Energy Reduction Maintenance Switch SWITCHBOARDS rI PRINTED: 11/2/20189:47mw Ufcho(�n ' ' Proposal Name: EdgenvnnoX Salt Lake Quote Number: Q-585776 City 'pP3 Quote Name: PP2 Quote Date: 11/0212018 Special: TAG #CR-103042O' NEMA2HOL LUG PADS NEMASP Special: TAG #CR'1O3O42O'CUSTOM GRmD BUS NEMA2HOLE GP Special: TAG #T8GVYEB'AUX. DEVICES WIRED TOT.B. O 1OUOAS/VVVAT*8OV1OOY6Rated 55kA3Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type RK Ammeter Trip Unit, Long Time, Short Time. Instantaneous Auxiliary Switch 3A/38'Form C Kirk Key Interlock Special: TAG #580043O' RELAY FOR 4AUX CONTACTS 1 4000AR4VVVAT10U%3Pole Stored Energy, Fixed Mounted Circuit Breaker, ANSI: Type NW Power Trip Unit, Long Time, Short Time, Instantaneous Auxiliary Switches m-oa V°orcurrvntTrip Switch 1/V1BForm C Contact (SIDE) Kirk Key Interlock Contact Wear Indication Visual Energy Reduction Maintenance Switch Special: TAG #CR'103O42O' NEMA2MOL LUG PADS NEMA SP Special: TAG #CR'103O420 CUSTOM GRND BUS NEMA2HOLE Sr Special: TAG #TAGvvES AUX. DEVICES WIRED TOT3, Common Feeder Features: Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Designation: GSBBA210 Product Details: 1-SquamDCustom Ewbd-QED-2 Switchboard Square DCustom Gwbd Designed and Tested inaccordance with: UL891/N4J0N^LELECTRIC COOE/NEMAPs'2 System Voltage '4V0Y/a7rV3Ph4VV6OHz Source Description ' Main inRemote System Ampaohy'4U0OA Bussing ' Silver Plated Copper Neutral Bus -1VV% Max Available Fault Current (RMG) 55kA Enclosure Type Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) Exterior Paint Color ANSI 48 Ground Lug provided for each device Copper Ground Bun Certified Test Report Required Seismic Qualified Special: TAG #Cn'1snu^uo' wsMAuHOLE LUG PADS NEwxSp Special; TAG #oesa400 CPT FOR AuxRELAva Special: TAG #CR'103o*cO CUSTOM GRNDaUS msm42HOLE SP Dimensions 2 42"YVide 3'36"Wide n'wrDeep Endooune(n Dimensions: 182,OV^VVX48^Max DX31.5~H Approximate Weight: 6248.80|bx/2834.55k90 SWITCHBOARDS '11 " PRINTED: 11/2/20188:47Aw Lire Is �n,Sthnekier Electric Proposal Name: EdgeConneX Salt Lake Quote Number: Q-585776 City - PP2 Quote Name: PP2 Quote Date: 11/02/2018 R-10 Incoming Requirements UL Dead Front Entry Point: Left of Lineup, Through the Side Bottom, Connected to Existing 1234567 SPD with Surge Rating 240kA SPD Dry Contacts Includes Surge Counter Feeders Devices Associated with Remote Main: 1 - 4000AF/4000AT 100% 3 Pole Stored Energy, Fixed Mounted Circuit Breaker, ANSI: Type NW Power Trip Unit, Long Time, Short Time, Instantaneous Overcurrent Trip Switch 1A/1B Form C Contact (SDE) Auxiliary Switches 4A-4B Kirk Key Interlock Contact Wear Indication - Visual Energy Reduction Maintenance Switch Special: TAG # CR-1638420 - NEMA 2 HOLE LUG PADS NEMA SP Special: TAG # CR-1638420 - CUSTOM GRND BUS NEMA 2 HOLE SP 6 - 1000AS/900AT 480V 100% Rated 65 kA 3 Pole UL, Group Mounted Electronic Trip Circuit Breaker: Type RK Ammeter Trip Unit, Long Time, Short Time, Instantaneous Auxiliary Switch 3A/3B - Form C Kirk Key Interlock Special: TAG # 5966430 - RELAY FOR 4 AUX CONTACTS 2 - 1600AS/1600AT 480V 100% Rated 65 kA 3 Pole UL, Fixed Mounted Electronic Trip Circuit Breaker: Type RK Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Auxiliary Switch 1A/1B - Form C Padlock Attachment Energy Reduction Maintenance Switch Special: TAG # CR-1638420 - NEMA 2 HOLE LUG PADS NEMA SP Special: TAG # CR-1638420 - CUSTOM GRND BUS NEMA 2 HOLE SP Common Feeder Features: Nameplate - White Surface / Black Letters, Adhesive (Field Installed) Special: TAG # TAGWEB - AUX. DEVICES WIRED TO T.B. 4 1 Designation : MOSBA1110 Product Details: 1-Square D Custom Swbd Series 2-QED-2 Switchboard Square D Custom Swbd Series 2 Designed and Tested in accordance with: UL 891/NATIONAL ELECTRIC CODE/NEMA PB-2 System Voltage - 480V 3Ph 3W 60Hz Source Description - Main is Remote System Ampacity - 1600A Bussing - Silver Plated Copper Max Available Fault Current (RMS) - 65kA SWITCHBOARDS rice, Each 5ubt0ta1 PRINTED : 11/2/2018 9:47 AM Life is On Proposal Name: EdgeConneX Salt Lake Quote Number: Q-585776 City - PP2 Quote Name: PP2 Quote Date: 11/02/2018 R-11 Enclosure - Type 1 Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) No Horizontal Bus Exterior Paint Color - ANSI 49 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Dimensions ------------ ----- 1 - 42" Wide Section(s) 1 - 36" Deep Enclosure(s) Dimensions: 42.00" W X 36" Max D X 91.5" H Approximate Weight: 1055.00 Ibs / 478.55 kgs Incoming Requirements UL Dead Front Entry Point: Left of Lineup Through the Top Connection Type: Cable Special: TAG # CR-1638420 - NEMA 2 HOLE LUG PADS NEMA SP Special: TAG # CR-1638420 - CUSTOM GRND BUS NEMA 2 HOLE SP Feeders Devices Associated with Remote Main: 3 - 800AS/800AT 480V 80% Rated 65 kA 3 Pole UL, Group Mounted Electronic Trip Circuit Breaker: Type PJ Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1 - 1000AS/900AT 480V 80% Rated 65 kA 3 Pole UL, Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1A/1B - Form C Nameplate - White Surface / Black Letters, Adhesive (Field Installed) Special: TAG # TAGWEB - AUX. DEVICES WIRED TO T.B. .01 Donor' rt Designation : MDSBB1110 Product Details: 1-Square D Custom Swbd Series 2-QED-2 Switchboard Square D Custom Swbd Series 2 Designed and Tested in accordance with: UL 891/NATIONAL ELECTRIC CODE/NEMA PB-2 System Voltage - 480V 3Ph 3W 60Hz Source Description - Main is Remote System Ampacity - 1600A Bussing - Silver Plated Copper Max Available Fault Current (RMS) - 65kA Enclosure - Type 1 Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) No Horizontal Bus SWITCHBOARDS Nice Each Subiatal PRINTED : 11/2/2018 9:47 AM r1. `' U��on / Schneider ' Vurc~,= Proposal Name: EdgeConnoXSalt Lake Quote Number: Q-5gm77* City 'PPo Quote Name: PP2 Quote Date: 11/0212018 ^' -- Exterior Paint Color ' ANSI 49 Ground Lug provided for each device Copper Ground B Certified Test Report Required Seismic Qualified Dimensions 1 42"Wide Gaotiun(s) 1 36"Deep Enclonure(s) Dimensions: 42.mTvVX36"Max DX91�5"H Incoming Requirements ------------------------------- ULDead Front Entry Point: Left ofLineup Through the Top Connection Type: Cable Special: TAG #CR,1O3842O NEMA2HOLE LUG PADS mEw*SP Special: TAG #CR'18aa4ao'CUSTOM GRmD8uS wsMxoHOLE Sp --------------------------------- DoviccsAssociated with Remote Main: 3'8O0AS/8V0AT*OOv8O%Rated U5kA3Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type pi Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1 1O0OAS/9nV4T480VQO%Rated h5kA3Pole UL.Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1/V1B 'Fonn C Nameplate ' White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TAoWso'AUX. DEVICES WIRED TOT.B. Product Details: 1-Square DCustom 8°bdSeries c-QED-2 Switchboard Square DCustom SwbUSeries 2 Designed and Tested in accordance with: UL8o10AT|OwALELECTRIC CODEoyEwmPB'z System *80V 3Ph3m00Hz Source Description ' Main ioRemote SyxmmAnpocity 1608A Bussing ' Silver Plated Copper Max Available Fault Current (RMS)'OokK Enc|nnvna Type Accessibility: Front Only Equipment Nameplate vYhiteSvnfaco/B|acx Letters, Adhesive (Field Installed) moHorizontal Bus Exterior Paint Color ' ANSI 4V Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified SWITCHBOARDS ��[ r11 PRINTED: 11/2/2018e:47Am Li` E'r Electric Proposal Name: EdgeConneX Salt Lake Quote Number: Q-585776 City - PP2 Quote Name: PP2 Quote Date: 11/02/2018 R-13 eq 7 Dimensions 1 - 42" Wide Section(s) 1 - 36" Deep Enclosure(s) Dimensions: 42.00" W X 36" Max D X 91.5" H Approximate Weight: 1055.00 Ibs f 478,55 kgs Incoming Requirements ------------ Dead Front Entry Point: Left of Lineup Through the Top Connection Type: Cable Special: TAG # CR-1638420 - NEMA 2 HOLE LUG PADS NEMA SP Special: TAG # CR-1638420 - CUSTOM GRND BUS NEMA 2 HOLE SP Feeders Devices Associated with Remote Main: 3 - 800AS/800AT 480V 80% Rated 65 kA 3 Pole UL, Group Mounted Electronic Trip Circuit Breaker: Type PJ Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1 - 1000AS/900AT 480V 80% Rated 65 kA 3 Pole UL, Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1A/1B - Form C Nameplate - White Surface / Black Letters, Adhesive (Field Installed) Special: TAG # TAGWEB - AUX. DEVICES WIRED TO T.B. ros44-00*tr wm ._... Designation : MDSBD1110 Product Details: 1-Square D Custom Swbd Series 2-QED-2 Switchboard Square D Custom Swbd Series 2 Designed and Tested in accordance with: UL 891/NATIONAL ELECTRIC CODE/NEMA PB-2 System Voltage - 480V 3Ph 3W 60Hz Source Description - Main is Remote System Ampacity - 1600A Bussing - Silver Plated Copper Max Available Fault Current (RMS) - 65kA Enclosure - Type 1 Accessibility: Front Only Equipment Nameplate White Surface/Black Letters, Adhesive (Field Installed) No Horizontal Bus Exterior Paint Color - ANSI 49 Ground Lug provided for each device Copper Ground Bus Certified Test Report Required Seismic Qualified Dimensions 1 - 42" Wide Section(s) 1 - 36" Deep Enclosure(s) SWITCHBOARDS PRINTED : 11/2/2018 9:47 AM U�iS(�M /Schneider Proposal Name: EdgoConnoXGolt Lake Quote Number: Q-5Ws77$ Quote Name: PP2 Quote Date: 11/02/2018 Dimensions: 42.00"VVX36" Max DX81.5rM Incoming Requirements VLDead Front Entry Point: Left n[Lineup Through the Top Connection Type: Special: TAG #CR'1U3842U' NEM42 HOLE LUG PxoSwsMA SP Special: TAG #CR'183842O'CUSTOM GRNQ8US NEMA2HOLE SP Devices Associated with Remote Main: n-ono*smVVAT4uuv00%Rated 5xx*3Pole UL,Group Mounted Electronic Trip Circuit Breaker: Type pJ Ammeter Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault 1'1UOOAS/9O0xT480V8V%Rated 65kAJPole UL.Group Mounted Electronic Trip Circuit Breaker: Type PJ Power Trip Unit, Long Time, Short Time, Instantaneous, Ground Fault Energy Reduction Maintenance Switch Common Feeder Features: Padlock Attachment Auxiliary Switch 1A/1B'Form C Nameplate White Surface / Black Letters, Adhesive (Field Installed) Special: TAG #TAovvsa AUX. DEVICES WIRED ToT�. SWITCHBOARDS pR|mTeo: 11/2/20189:47mw r f J TOP INPUT PLATE TOP OUTPUT PLATE 13.8" [349mm] x 19.8" [503mm] x 32.5" [826mm] 37.8" [959mm] TOP INPUT PLATE 19.8" [503mm] x 32.5"[826mm] TOP VIEW 20.3" [514mm] 9.6" [243mm] 10.0"[254mm] . ..`. BOTTOM INPUT PLATE 14.0" [356mm] x 36.0" [914mm] BOTTOM VIEW 79.0" [2007mm] 19.0" [483mm] 718,0" [457mm] • • 30.0" [762mm] — + ` — • ' 12.0" [305mm] . 43.2" [1098mm]—► g sNic FRONT VIEW • Wel RIGHT SIDE VIEW BOTTOM OUTPUT PLATE (SEE SHEET 3) NOTES 1. ALL DIMENSIONS ARE IN inches [mm]. 2. CLEARANCES FOR 100% RATED CB'S REQUIRE 6' mm CLEARANCE ON RIGHT SIDE, 4" [102mm] OF CLEARANCE IN REAR, 18" [457mmj ABOVE UNIT FOR VENTILATION AND 36" [914mm] IN FRONT FOR SERVICE ACCESS. 3. CLEARANCES FOR 80% RATED CB'S REQUIRE 18" [457mm] ABOVE UNIT FOR VENTILATION AND 36" [914mmj IN FRONT FOR SERVICE ACCESS. 4. KEEP CABINET WITHIN 15 DEGREES OF VERTICAL. 5, ALL WIRING MUST BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. 6. UNIT BOTTOM IS STRUCTURALLY ADEQUATE FOR FORKLIFT HANDLING. 7. WIDTH DIMENSIONS INCLUDE SIDE PANELS. 8. INPUT WIRING IS THROUGH THE TOP OF THE TRANSFORMER SECTION OR THROUGH THE TOP/BOTTOM OF THE LEFT SIDE CABINET. 9. OUTPUT WIRING CAN EXIT THROUGH THE TOP OR BOTTOM OF THE DISTRIBUTION SECTION. 10. APPROXIMATE WEIGHT: SIDECAR - 300LBS [136kG] TRANSFORMER AND OUTPUT CABINET - 3420LBS [1551 kG] TOTAL - 3720LBS [1687kG] 11. APPROXIMATE HEAT OUTPUT: 32,415 BTUIHR [9.5kW] PDUs SHEET NO. 1 OF 3 DRAWN BY: J. SHIPMAN ECN NO. DESIGNED BY: R. LEITER REF DWG. APPROVED BY: R. LEITER TITLE OUTLINE DRAWING 500kVA NARROW PROFILE DESIGN WITH 18"W SIDECAR LIEBERT PPC DWG, NO. PPC27099 DATE (LATEST REV.) 0910412018 REVISION 0 1050 DEARBORN DR P.O. BOX 29186 COLUMBUS, OH 4322E VERTIV. r SEE NOTE 5 93 / TOP VIEW 23.7" (603mm) —► A CLEARANCE OF 18" [457mm] IS RECOMMENDED ABOVE UNIT FOR COOLING AIR FLOW A CLEARANCE OF 36" [914mm] IS RECOMMENDED AT FRONT FOR SERVICE ACCESS 120° DOOR SWING SEE NOTE 5 13.5' [344mm) OVERALL DEPTH INCLUDING BEZEL T r• f I BOTTOM VIEW 13.0" [330mm] 12.0" [305mm] FRONT VIEW RIGHT SIDE VIEW 120° DOOR SWING r 3.9" [98mm] fill .1: .h 4. L d N, t r 1 .h q. : q: N IR 16.0" [406mm] REAR VIEW MOUNTING HOLES TO ATTACH TO WALL OR SUPPORTS "41C€;04 NOTES 1. WEIGHT: 225 LBS (102 KG) 2. HEAT OUTPUT: 3,412 BTUIHR (1 KW) 3. UNIT CAN NOT BE FREE STANDING, IT MUST BE ATTACHED TO A WALL OR OTHER SUPPORT (HARDWARE SUPPLIED BY OTHERS). 4. UNITS CAN BE ATTACHED BACK-TO-BACK, SIDE -BY -SIDE (WILL REQUIRE ATTACHING TO A WALL OR OTHER SUPPORT) OR BACK-TO-BACK WITH UNITS ON ONE OR BOTH SIDES. HARDWARE IS INCLUDED WITH EACH UNIT. 5. SEE SUBMITTAL RX11001 FOR CONDUIT PLATE DETAIL. 22.1" [561mm]-►I 0 24.0" [610mm]- ► (0% f 6 FLOOR MOUNTING 'so , '� lP SHEET NO 1 OF 1 DRAWN BY. K. STACY ECN NO. DESIGNED BY: R. LEITER REF DWG. APPROVED BY: R. LEITER TITLE OUTLINE DRAWING NO MONITORING DISPLAY LIEBERT RX DWG. NO RX11000 DATE LATFST REV.) 611912017 REVISION 5 1050 DEARBORN DR P.O. BOX 2918E COLUMBUS, OH 43229 VERTIV. •• TO PANEL 6.5" [165] 3 POWER CONDUIT OPENING WIO PANEL 24.5" [622] X 15.5" [394] " [2 ] TO PANEL LOW VOLTAGE 1,3" [] CONDUIT PLATE TO PANEL LOW VOLTAGE CONDUIT PLATE 2.8" [71) X 11,7" [297] TOP VIEW / Unit weighs 4,440 lbs, 0.7" [2304] 31.6" [802] 59.1" [1502] FRONT VIEW CENTER OF GRAVITY :7" [856] 34.7" [881] r -, r NOTES: 1, ALL DIMENSIONS ARE IN inches [rnm]. 2, 24' (610) MINIMUM CLEARANCE ABOVE UNIT REQUIRED FOR AIR EXHAUST, AND 361 (914) FRONT ACCESS REQUIRED FOR SERVICE. 3, KEEP CABINET WITHIN 15 DEGREES OF VERTICAL, 4, TOP AND BOTTOM CABLE ENTRY AVAILABLE THROUGH REMOVABLE ACCESS PLATES, REMOVE, PUNCH TO SUIT CABLE ENTRY SIZE AND REPLACE. 5. UNIT BOTTOM IS STRUCTURALLY ADEQUATE FOR FORKLIFT HANDLING. 6. CONTROL WRING AND POWER WIRING MUST BE RUN IN SEPARATE CABLE ENTRY, 7. ALL WIRING IS TO BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES, 8. DEPTH DIMENSION INCLUDES FRONT DOOR AND REAR PANEL 9, WIDTH DIMENSIONS INCLUDE SIDE PANELS, 10, SEE TECHNICAL DATA DRAWING FOR SHIPPING WEIGHTS. 11, THE HEIGHT IS TO THE TOP OF THE FRAME. THE FANS RISE 1.5' ABOVE THE FRAME, POWER CONDUIT OPENING WIO PANEL 24.5" [622] X 15.5" [394] 3.7" [856] 2.4" [62] 29.8" [756] .5" [38] FRONT CENTER OF GRAVITY TYP. FOR FRONT 36.8" [935 19.3' [489] CENTER RIGHT SIDE VIEW OF GRAVITY 76.8" [1950] SEE NOTE 12 LOW VOLTAGE CONDUIT PLATE 2.9" [74] X 10.9" [276] BOTTOM VIEW )RAWN BY V. CARMONA SHEET NO, 1 OF 1 OUTLINE DRAWING 1+N MULTI -MODULE OR SMS 400kVA - 600kVA UPS LIEBERT NX 0 VERTIV CHK BY C. HELLER ECN NO. REF. DWG. ORDER NO. DWG. NO, U38-6C-2001 DATE 3126/15 REV. # 6 1°5° DE"RN pRK P.O. BOX 29188 mums OHIO 43229 a • g • u me_ _ + g rur I�RHL I uuu, LLuuu, LJuuu R-18 ., . a • • N VERTIV. SMALLER CRAC 01110114. CABINET DIMENSIONAL DATA UPFLOW 35-105kW (10-30 TONS) MODELS W/ EC FANS 35" ( 889mm Condenser cleanout Alternate Refrigeration or Condenser Fluid Piping Entrance 1 3/4" access (44mm ) High Volt connection(s) 3 1/4" _ ( 83mm Typ. 76" ( 1930mm ) TOP VIE t<d Low Volt Connection(s) 2" f (51mm) .10 FRONT VIEW 8 Note: 1. Front air return unit shown. For rear retum unit, in addition to front service area shown, also include 25" (635mm) on one side of unit for access to rear retum filter box. See DPN003974. 2. EC fans plenum is not shown. EC fans and plenum shipped separately. See DPN003458, DPN003453, & DPN003459 for unit dimensions with EC fans plenum mounted. 3. All notes, references, and dimensions not included in table are typical on all Upflow EC Fan units. 5/16" (8mm) Bezel 35-42kW (10-12 Tons 53-77kW (15-22 Tons) Space required for EC Fan Plenum (shipped separately) dependent on height of plenum ordered (all views). Required for Condenser cleanout on Water/Glycol & GLYCOOLTM models only (all views). 24" (610mm) Shaded area indicates a recommended minimum clearance be provided for component access. Clearance required from floor to top of unit and plenum (all views). 105kW (30Tons) Model Number Compressor Type Cooling Type A in. (mm) B in. (mm) 35kW 42kW Scroll or Digital Scroll AirCooled/Air Cooled w/Dual Cool 73 (1854) 72 (1829)' Water/Glycol/GLYCOOLTM/Dual Cool 86 (2184) 85 (2159) 53kW 70kW Scroll or Digital Scroll AirCooled/Air Cooled w/Dual Cool 98 (2489) 97 (2464) Water/GlycoVGLYC00L /Dual Cool 109 (2769) 108 (2743) 77kW Scroll AirCooled/Air Cooled w/Dual Cool 98 (2489) 97 (2464) Water/Glycol/GLYC00LTM/Dual Cool 109 (2769) 108 (2743) Semi hermetic AirCooled/Air Cooled w/Dual Cool Water/Glycol/GLYCOOLTM/Dual Cool 105kW Scroll AirCooled/Air Cooled w/Dual Cool 132 (3353) 131 (3327) Water/Glycol/GLYCOOLTM/Dual Cool Semi -hermetic AirCooled/Air Cooled w/Dual Cool Water/Glycol/GLYCOOLTM/Dual Cool 36" (914mm1 DPN003681 Page :1 /1 REV : 3 REV DATE : 5/17 R-18 57_7 r 144 'SMALLER CRAC Table 4.2 Liebert DS downflow unit weights and shipping weights —Approximate (continued) Compressor Type Downtlow Shipping Weights, lb Ocg) EC Fan Unit Weight, lb Domestic, lb Cooling Type Export lb (kg) (kg) (kg) Dotitriflow DS077 Standard Scroll* Air-cooled 2020 (916) 2170(985) 2360 (1071) Dual Cool Air 220 (998) 235 2540 153: *Digital -scroll not available. Semi -hermetic Air-cooled 2450 (1114) 2612 (1185) Dual Cool Air 2630 (1196) 2792 (1267) 2812(127(5) 1 2992 (1358) Water/Glycol 275 2912 (1321) 3112{14 GLYCOOL/Dual Cool Water 2930 (1332) 3092(1403) 3292 (1494) •4. D5105 Standard Scroll' . Air-cooled , 2660 (120 7) 10 1 8) 3323 (1508) Dual Cool Air 3015 (1368) 3463 (1571) 3683 (1671) not Semi -hermetic Air-cooled 2780 (1261) 3223 (1462) 3443(1562) Dual Cool Air 3135(1422) 3583 (1626) 3803 (1726) Water/Glycol 3150 (1429) 3593 (1630) 3813 (1730) GLY'COOL/Duar Cool Water 3505 (1590) 3953 (1794) 417'3 (1893) Table 4.3 Liebert DS up low unit weights and shipping weights —Approximate Compressor Type VS035-042 Scroll or Digital -scroll Air-cooled 1370(621) Upflow Shipping Weights, Ib 00a) w/Forward-curved Blowers Forward - Curved Domestic, lb Export, lb Unit Weight, lb (kg) (kg) Org) 1520 689 1658(753) 1828 (8 0) DuaiCool Air 1520 (689) 1670(7-8) 1808 (821) 1978 (898) Water/Glycol 1680 (762) 1830 (830) 1968 (893) 2138 (970) -!GLYCOOL/Dual Water 0 1830 (830) 1980 (898) - • 2118 (961) 2288 (1038) VS053 Scroll or Digital -scroll Air-cooled 1900 (862) 2070 (939) 2220 (1007) 2410 (1094) Dual Cool Air 2080 ) 225 21) 2400 (1 25 (1175) Water/Glycol Gl YCOOL/Dual Cool Water 2200 (998) 2380 (1080) 2370 (1075) 2532 (1149) 2550 2712(1231) 2732 (1240) 2912 (1321) Vertiv I Liebertl' DS" System Design Catalog s. I " VERTIV. It .4 r-) r"), r" 2 5/8" (67mm ) 3 3/8" ( 86mm ) For CRA16000, 17000, 18000, 19000 (on 30" floorstands see next page) ,R-18 LARGER CRAC DOWNFLOW AIR COOLED DA125, DA150 & DA165 MODELS Secondary Refrigerant Piping Entrance I. 19" ( 4f33mm 11711/16" ( 2989mm ) Opening - 47" ( 1194mm) 45" 1143mm) Filters are removed thru -- front of plenum 42" ( 1067mm) Opening f -1 t 18'' ( 457mm ) ) r- 76" ( 1930mm ) Base Unit 5/16" Top View ( 8mm) Bezel L 1 3/16" ( 29mm ) Handle 144" ( 3658mm ) 142" ( 3607mm ) Front View 48" ( 1219mm ) Filter Plenum Shipped separately - Striated area indicates the recommended minmum clearance to be provided for component access. Shaded area indicates the required minimum clearance below the unit to lower the fans into the floor.Fans may also remain in their shipped position if desired. 94" (2388mm 1 Total Height 1" I 25mm ) Typ. Model No. Approximate Dry Weight lb(kg) DA125 3465 (1572) DA150/DA165 3574 (1621) Notes: A7" for DA125, 4" for DA150 & DA165. 1" ( 25mm ) Typ. 45" ( 1143mm ) Plenum 45" 11143mm I 47" ( 1194mm ) 24" ( 610mm DPN003175 Page :1 /1 REV : 5 REV DATE : 5/18 k � J L . k N VERTIV LIEBERT DSE R-18 LARGER CRAC FLOORSTAND DIMENSIONAL DATA DOWNFLOW AIR COOLED DA125, DA150 & DA165 MODELS 1401/2" ( 3569mm Piping Access Area Center of Feet 431 /2" ( 1105mm 1 Center of Feet Typ. (3) Places 36" ( 914mm ) Center of Feet 7/8" TYP. ( 23mm ) { 1" (25mm)1 Typ. 44" ( 1118mm Center ) of Feet ai 1 / 118 1/2" (3010mm) Center of Feet 591 /4" ( 1505mm ) Center of Feet 142" ( 3607mm j 120 3/4" ( 3067mm ) Center of Feet d \ (76mm) TYP. 143 1/2" 13645mm ) as Len h Notes: 1. This floorstand should be used when EC fans are intended to be lowered under a raised floor. 24-48" floorstands allow fan to be lowered under the raised floor. 2. All paneled sides of unit overhang floorstand 1" (25mm). 3. The floorstand used with EC units is not symmetrical and proper orientation required for lowering the blowers. Unless the floor stand is installed in the correct position, the blowers will not lower into the floorstand. Jack and jack support are shipped loose and are intended to be placed into position under each fan and utilized to lower or raise that fan as needed individually, Leveling feet are provided with ±1.1/2" (38mm) adjustment from nominal height "A". Applies to 36", 42", & 48" Floorstands. AT' Floorstands can only be used with downflow units with front or rear discharge. Height in. (rnm) A 7(178)A 18 (457)L 24 (610) 30 (762) 36 (914) 42 (1067) 48 (1219) o•\Fans may be lowered into 18" floor, however this application does not allow for the use of a factory provided floor jack. Other methods of raising/lowering fans must be employed for raised floors less than 24". _ 461 /2" ( 1181mm ) At each end (� 94mm ) Overall Depth r� DPN003177 Page :1 /1 REV : 6 REV DATE : 1/17 , r t r R-19 4 ' . IL Z. ...., 14i 11----'-----bt .1 ........, .' i . . PA NM NI ii .. i ti . . . iLzIiJii9th ....,. 0 1. 41 -,vLi ...4 I 0 ,. • . . i NOT GENERATORS 1 02 klODEL ENCLOSURE 2 1. L-112 PODEKVIAU. SUBBASE FUEL WA V V ',1,-7KRP'Es1 DATE WIA IA• 1721 W12/2019 *mottimoNoo#04. FEE 1 e e" .1 r r L .) L. [ • s s REV DESCRIPTION BY DATE 127.30 [3231 ........ r , ,i + i r;•.+ ;:"',;` ; + + 6' ') r, 1 + ; ;:.:; ; + + r_........ v r, ..1 V '.I 3.90 ,.89.3] _ 364.00 3030 ' 36+,00 364,00 re,,A1 • r,,,,,, rn, Al I'm 41 L SEE DRAWING —5 FDR NSTALLATION-FOUNDATION REQUIREMENTS 1 R-20 SSGA0100 DUAL DIMENSIONS: INCHES MILLIMETERS JOB NAME: EdqeConneX Seattle EDCSEAD1 DH3, PP2 (V) JOB LOCATION: DRAWN BY: N24 ENGR: EQUIPMENT DESIONAllOW SKA0100 EQUIPMENT TYPE: MASTERCLAD SWITCHGEAR DATE: April 30 2019 DRAWAG STATUS: 0000E DRAWING TYPE: TOP VIEW/FLOOR PLAN 1111•11. Furl. DWG/ FQ-922824-23768648-02 IFO 1 OF 1 I RD - e r 1 e - e • r 16. REV DESCRIPTION BY, DATE GENERAL NOTES, 26400V 3Ph 3W 60Hz, 3 Phase Wye, 3 Wire, Solidly Grounded 125 kV BIL, 60 HERTZ FREQUENCY SUS SIM n 1200 AMPERES, SILVER PLATED COPPER, EPDXY INSULATED MAIN BUS BRACED FOR 40KA RMS SYMMETRICAL. GLASS POLYESTER STANO-OFF INSULATORS EPDXY BETWEEN SECTION BUS BARRIER BREAKER BUSHINGS IN CELL ARE DURESKA BARE COPPER GROUND BUS EtirdiSKAIL TYPE 3R OUTDOOR, NON WALK-IN CONSTRUCTION ALTITUDE ABOVE SEA LEVEL BETWEEN: 0 - 3299 ft / 0 - 1005 m ANSI #61 FINISH, PROCEDURES: ZINC PHOSPHATE WITH NON -CHROMIC SEAL, RUST INHIBITED TREATMENT WITH BAKED POLYESTER COATING, REAR ACCESS BY PADLOCKABLE TYPE 3R DOOR WHITE INTERIOR LOW VOLTAGE PANELS HANDIai SWITCHGEAR SHIPPING SECTIONS ARE FURNISHED WITH FOUR LIFTING LUGS, A CRANE SHALL BE USED CH A SLING AND A SPREADER BAR, SKCHGEM1 WEIGHT Yi1pi :•+ ir INSTALLED; SHIPPING SKr ShtpaiN Spilt 1, 1,38010 L8S/ 3347.139 KG SHIPP* SRI' Shipf1-1 Spld - iEX LiE/3332.24 KG LINELP 6II4,;,5,93.b5 LB$/7066.T4 'KG _MOAK 1200A, 625 LBS 283KG SigIUMES: ANSI, NEMA, UL SEISMIC QUALIFIED, ERNIZIAM1121 NG CONTROL WIRING 15 # 14 AWG, TYPE SIS CURRENT CIRCUIT WIRING IS # 12 AWG, TYPE SIS WIRES SHALL BE LABELED WITH DESTINATION MARKING (DESTINATION -ORIGIN) --EOM INSULATED RING TYPE LUGS SHALL BE USED (WHERE APPLICABLE) ON ALL LOW VOLTAGE SCREW/STUD TERMINALS. TERMINAL BLOCKS ARE COMPRESSION SOLDERLESS BOX LUGS (TYPE GR6), COMPRESSION BOX LUGS (TYPE GR6) TERMINAL BLOCKS FOR ALL COMMUNICATIONS TERMINATIONS WHEN REQUIRED, SKAKER SPECRAlla BREAKER TYPE IS SERIES 5 - VACUUM BREAKER RATING: 27.0kV/40kA ANSI C37.09 (STD BKR) CLOSE CONTROL POWER IS 120VAC BY CUSTOMER TRIP CONTROL POWER IS 170VDC BY CTU MOC & IOC RELAYS FURNISHED WITH RS-485 AND MODBUS PROTOCOL OPTIONS/ACCESSORIES', ETHERNET GATEWAY WITH 10/100BASE TX RJ-45 TWISTED PAIR PORT ALL MODBUS DEVICES PRE -WIRED AND PRE -TESTED AT THE FACTORY TO THE GATEWAY TRACEABILITY LABEL REQUIRED SHORTING TERMINAL BLOCKS FOR ALL CT CIRCUITS STRIP HEATERS WITH THERMOSTAT, AMMETER AND BREAKER. HUMIDISTAT FOR HUMIDITY CONTROL DUPLEX RECEPTACLE LIGHT & SWITCH BREAKER 117 TRUCK (Continued on next page.) R-21 SSGA01 00 Joa NAME: EdqeConneX Seattle E20SEA01 DH3, PP2 (MV) J05 LOCATIN: DRAWN EIY: a2c) ENGR: DATE: April 30 2019 DRAWING STA1115: QUOTE EQUIPMENT DESIGNATION: SIGA0101 EQUIPMENT TYPE: MASTERCtAD SWITCHCEAR DRAWNG NT: GENERAL NOTES DWG# FQ-922 6864-03 IPG 1 OF 2 1 REV - REV DESCRIPTION DATE 8,00 — [203 70 1,00 [ 6 D [0206]— .80 [249 20.00 [508] 2 50 [63] 36,00 [914] REAR AISLE FOR DOOR SWING 26.00 [660] 1 3.50 [343] 1 13,90 1 1 .38 [2893] [2 54] FRAME BASE r, t 3 1 7 4.00 [356] 1 70 [43] , 8.00 [203] 5,90 [160] 2,50 [64] POWER CABLE CONDUIT LOCATION 9,00 [229] .52 [21] 1,00 [26) DOOR 72.00 [1829] FRONT PAD EXTENSION FLOOR PLAN CONTROL CONDUIT AREA FOR TIE AND 36.00/[9 1 4] METERING SECTION INSTALLATION -FOUNDATION REQUIREMENTS LIFT TRUCK IS REQUIRED, 72.0041829] FRONT PAD EXTENSION REQUIRED. THE SWITCHGEAR MUST BE INSTALLED ON A FIAT, LEVEL SURFACE. SQUARE D RECOMMENDS INSTALLING THE SWITCHGEAR ON A CONCRETE PAD LEVELED TD 1 /8 [3] IN ANY SQUARE YARD. R-22 SSGA0100 THE CONCRETE PAD SHOULD EXTEND 72.00/[1829]. IN FRONT OF THE SWITCHGEAR FOR MOVEMENT OF THE BREAKER LIFT TRUCK. THE REAR OF THE PAD SHOULD EXTEND A MINIMUM OF 12.00/[309]. TO ALLOW SPACE FOR THE ANCHOR BOLTS. A MINIMUM OF 36,0049141 IS NECESSARY ON THE RIGHT END FACING THE FRONT OF THE LINE—UP, THIS SPACE IS NECESSARY FOR DOOR CLEARANCE WHEN REMOVING THE CIRCUIT BREAKERS. RECOMMENDED BASE CHANNEL MOUNTING 8. [457] LOCATION OF ANCHOR BOLTS 3/ 4 [19] ANCHOR BOLTS BY CUSTOMER CONCRETE CUT AWAY VIEW OF THE 7100/[1829] PAD EXTENSION DUAL DIMENSIONS: INCHES MILLIMETERS JOB NANIE: EdgeCormeX Seattle EDCSEA01 DH3, PP2JMV) 05 LOCATION: DRAWN BY: (Q2C) ENCP DATE: April 302019 EQUIPMENT DESIGNATION: SSGA0100 EQUIPMENT TYPE: MASTERCLAD SWITCHGEAR DRAWING TYPE: DETAIL VIEW DRAWING FAT :DU TE pwc4FQ-92g124-2 1PG OF I I REV r r•- '71 -1 REV DESCR:PTION DATE - -1- Incoming Section Utility — Hot Sequence Feeder R1GH 'WAGE iT SECT 1 48.00 SECT 2 60.00 SECT 3 48.00 [1219] 48.00 [1524] 60,00 [1219] 4100 [1219] [1524] 156,00 [1219] [39624 127.00 [3225] R-23 UMCA0100 DUAL DIMENSIOINCHESS: MILLIMETERS JOB NAME EdqeConneX Seattle EDCSEA01 0h3.PP, (MV) JOB LOCAllON: DRAWN BY: (Q2C] ENGR; DATE: April 30 2019 EQUIPMENT DESIGNATION: ssrAoica U110 SECTION EQUIPMENT TYPE: „ METAL ENCLOSED SWITCHCEAR DRAWING TYPE: ELEVATION IWO DRAWING STATUS; QUOTE DWG# FO-422524-23768664-01 IPG 1 OF 1 I REV - 1 71 141 QESCRIPTION BY DATE 90 00 [2286] 86 00 [2 84] ----------- ............. L2.00 [51] (ROOF OVERHANG FRONT & RE)R) 76 DO [1 30] 86 DO [2 84] 40.00x10,00 [1016] [254] 2 75 I [70] 40,00x10.00 .. . ..... 5,00 48,00 [1271[1219] (4) 1.00/[25]— MTG HOLES 60,00 48,00 [1524] [1219] R-24 UMCA0106 DUAL DIMENSIONS: INCHES MILOMETERS JOB NAME; EqeConneX Seattle EDCSF.A01 DI-13L PP2 NV) JOB LOCATION; DRAWN BY (02C) EQUIPMENT DESIGNATION:SSGANU11U1Y SECTION EQUIPMEM TYPE: kin ENCLOSED SINITCHCEAR DRAWING TYPE: TOP YEW/FLOOR PIAN ENGR: DATE. A0r' 30 2019 DRAWING STATUS: DWG, RI-9228244370364-02 1Pc 1 DE t REV — t• • •1 P. .• J ,t t• ▪ r - • ) REV, DESCRIPTION BY DATE MERAL NOTEI PRODUCT DESCRIPTION AND RATINGS, POWER SYSTEM Da 26400 VOLTS, 3 PHASE, 3 WIRE WYE SOLIDLY GROUNDED 29.0 kV MAXIMUM VOLTAGE RATING 125 kV BIL, BO HERTZ FREQUENCY AC CONTROL POWER USER/CUSTOMER SUPPLIED 1200A COPPER, SILVER PLATED MAIN BUS PORCELAIN BUS SUPPORTS SILVER PLATED COPPER GROUND BUS 28 kA Asyrn (17.5 kA Syrn) MAIN BUS BRACING ENCLOSURE OATk TYPE 3R OUTDOOR NON-WALKIN CONSTRUCTION CATEGORY 'A" ENCLOSURE ANSI #61 FINISH FRONT TYPE 3R REMOVED FOR CLARITY FRONT AND REAR ACCESS IS AVAILABLE PADLOCK PROVISIONS SWITCHGEAR SECTIONS ARE FURNISHED WITH LIFTING ANGLES AND ARE SHIPPED ON SKIDS. ROLLERS OR FORKLIFT SHALL ONLY BE USED WITH SKID IN PLACE, LAW' WEIGHT 3866,00 1241753.62 140 Sn'fpcnq Set - 1, 0,00 LBVIo4,40 KG ,!,'Iipprw Split 2, 48C,00 'pan 80 Wop;1,qSp3, '63100 wants AC PRODUCT INFORMAJI0t MELEE #I4 AWG, TYPE SIS CONTROL WIRING, UNLESS OTHERWISE SPECIFIED #12 AG, TYPE SIS CURRENT CIRCUIT WIRING #12 AWG, TYPE SIS HEATER CONTROL WIRING —HU= WIRES SHALL BE LABELED WITH DESTINATION MARKING (DESTINATION -ORIGIN), TERWINATIONS., LOW VOLTAGE WIRE TERMINATIONS (WHERE REQUIRED) SHALL BE UNINSULATED RING TYPE LUGS (STYLE 25009-XXXXX). TERMINAL BLOCKS ARE COMPRESSION SOLDERLESS BOX LUG (TYPE 9080 GR6), FUSE BLOCK (9080GF6). INSTRUCTION BUI 'Fa MANUAL HVL INST. MANUAL OPTIONS/ACCESSORIES STRIP HEATERS THERMOSTAT HUMIDISTAT WHITE SECTION ID NAMEPLATES 1 SET OF CERTIFIED TEST REPORTS 2a/2b AUXILIARY CONTACTS WIRED OUT TO CUSTOMER TERMINAL BLOCK IN Section 3 UST OF MLSC. STRUCK opTiONS, TOUCH-UP PAINT POWER FLOW ENGRAVED NAMEPLATE MIMIC BUS REAR DOORS - SEE TOP VIEW 4.0" BASE CHANNEL UNDERCOAT ROOF GASKETING TAMPER PROOF HARDWARE UST OF MISC. GENIAL SPECK FEATURES4CNERALL OIUBISIONS ARE SUBJECT TO CHANGE. (Continued on next page.) R-25 UNICA0100 JOB NAME: EdaeConneX Seattle E005EA01 0113, PP2 (14) JOB LOCATION: DRAWN BY: (Q2C) EQUIPMENT DESIGNATION;574100 IJT1UTY SECTION EQUIPMENT TYPE METAL ENCLOSED SWITCHGEAR DRAWING TYPE: GENERAL NOTES ENGR: DATE April 30 2019 DRAWING STATUS: QUOTE 2 6,5664-03 1801 OF 2 I REV - n n L) n u fl n n b n n LJ n 1) n n n u (-1 n n u n MUSTANG CST GENERATOR SUBMITTAL BCEI - Ed • e Seattle DH#3 PP#2 -jt )1O.: E CO' 'PLIANCE APP;:J'�fi�J OCT 09 2019 City of Tukwila Caterpillar 3512C 175 kWG DIVISION Diesel Mission Critical Generator Set 480 Volts. 60 Hertz CORR CTION LTR# RECEIVED CITY OF TUKWILA SEP 2 6 2019 PERMIT CENTER TABLE OF CONTENTS - GENERATOR LJ Lj n LJ LJ n LJ n LJ LI n LJ rl LJ u LJ u BOM & WARRANTY CAT BOM CAT STANDARD WARRANTY GENERATOR SET 3512 1750kW SPEC SHEETs 3512 ENGINE PERFORMANCE DATA 3512 SYSTEMS DATA 3512 TEST SPEC 1750kW GENERATOR DATA ENGINE -GENERATOR CONTROLS & MONITORING EMCP 4.2B GENERATOR CONTROLLER EMCP 4.2B DISCRETE I/O MODULE EMCP 4.2B LOCAL ANNUNCIATOR CAT DIGITAL VOLTAGE REGULATOR ADEM III ENGINE CONTROL MODULE CAT BREAKER DATA PERMANENT MAGNET GENERATOR ENGINE -GENERATOR ACCESSORIES 10 AMP BATTERY CHARGER CAT BATTERIES CAT DUAL STARTING MOTORS JACKET WATER HEATER GENERATOR SPACE HEATER CAT DEO 15W-40 OIL - FACTORY FILL CAT ELC COOLANT - FACTORY FILL CAT FILTERS - FACTORY INSTALLED GENSET MECHANICAL, ELECTRICAL, AND INTERCONNECTION DRAWINGS CAT GENERATOR PACKAGE ENCLOSURE EMCP 4.2B DRAWINGS AVTRON RADIATOR MOUNTED LOAD BANK SUBMITTAL rl r , MUSTANG BOM POWER SYSTEMS -012800 Northwest Freeway (77040) P.O. Box 1373, Houston, TX 77251-1373 r)Sales: (713)452-7767 FAX: (713) 460-3852 LJ To: BCEI Date: 7/19/19 Job Name: Edge — Seattle 01 DH#3 PP#2 PRODUCT Caterpillar Model 3512C Diesel Standby Generator Set (Outdoor Package) rated at 1750kW, 60Hz, 480 volt, 1800RPM. Generator Set includes standard equipment, plus accessories as detailed in the Bill of Material herein WeatherproofGenerator Enclosure (87dBA 23FT) With Seismic PE Stamp 24 Hour UL142 Sub Base Tank & Accessories 750kW Radiator Mounted Load Bank — Mounted and Wired to Breaker Start Up/Training & 4 HR Onsite Full Load Test for Each Unit Freight to Jobsite Total Price (4) Generator Sets n MUSTANG BOM n POWER SYSTEMS BILL OF MATERIALS n n n 1750kW - 3512C Caterpillar Diesel Packaged Generator 480Volts, 60Hz, 1800RPM EPA Emergency Stationary Mission Critical Power Application Two Year Warranty Included EXHAUST SYSTEM Dry exhaust manifold n FUEL SYSTEM Primary fuel filter with water separator Secondary fuel filters Fuel cooler Flexible fuel lines r1 Fuel priming pump J Engine fuel transfer pump GENERATORS AND GENERATOR ATTACHMENTS 3 Phase Brushless, Salient Pole `—' Permanent Magnet Excited IP23 Protection Integrated Voltage Regulator (IVR) - IVR includes reactive droop capability, 3 phase voltage sensing, PF control, maximum excitation limiter and line -loss compensation. Random Wound 105C Temp Rise, Class H Insulation 2/3 Pitch Anti -condensation space heaters n , GOVERNING SYSTEM ADEM A3. LUBE SYSTEM Lubricating oil Gear type lube oil pump Integral lube oil cooler Oil filter, filler and dipstick Oil drain lines and valve Fumes disposal LJ STARTING/CHARGING SYSTEM 24-volt electric starting motor 24V, 45 amp charging alternator Battery disconnect switch U L I MUSTANG BOM n POWER SYSTEMS nIN ADDITION TO STANDARD UNIT ACCESSORIES THE FOLLOWING ARE INCLUDED -OUTDOOR UNIT: • 2Yr 1k HR WARRANTY ON GENERATOR SET • LOAD FACTOR 85% • IBC CERTIFIED GENERATOR SET FROM CAT • IBC SIESMIC SPRING ISOLATORS • GENERATOR SPACE HEATER • 42C RADIATOR • SPARE DISCRETE I/O PACKAGE • LOCAL ANNUNCIATOR NFPA 110 u • REMOTE ANNUNCIATOR • BATTERY CHARGER 20A • LEAD ACID BATTERIES • DUAL ELECTRIC STARTERS • JACKET WATER HEATER — 208V 1 • ELECTRIC PRELUBE PUMP %-, • (1) MAIN OUTPUT CIRCUIT BREAKER UL 3P 3000AF/2500AT SHUNT TRIP LSIG 100% RATED '1 ERMS ,, • (1) LOAD BANK CIRCUIT BREAKER UL 3P 3000AF/2500AT SHUNT TRIP LSIG 100% RATED ERMS • STANDARD SINGLE ELEMENT AIR CLEANER • WEATHERPROOF ENCLOSURE (87dBA @ 23FT) W/INTERNAL EXHAUST • ENCLOSURE ELECTRICAL PACKAGE WITH LIGHTS, OUTLETS, 480V TRANSFORMER: 208/120V DISTRIBUTION PANEL • 24HR UL142 SUB BASE TANK W/ EXTERNAL VENTING, 12' VENT PIPE, SPILL CONTAINMENT, OVER ALL PREVENTION VALVE, AND FLOWLINE FUEL SENDING UNIT F, n n n 1-1 • J n n fl n • J r-i L. 1 n fl Power Technologies" JOB NAME & QUOTATION NO: BCEI at" Edge Seattle 01 & K5-19-288480-1-1 Address all Urders and Kepiles o: ASCO Power Technologies 10900 Equity Dr. Equity Bldg Houston TX 77041 Fax No : (281) 829-2955 ., pw Model:, 1100 RADIATOR 1 DUCT MOUNTED RESISTIVE LOAD BANK Quantity: Catalog Number 11000750HAllA10X,R4 Load Bank Rating: 750 kW GenSet Rating: 1750 kW Load Step Resolution: Nominal 20-25 % of load bank kW rating Load Voltage: 480 VAC, 3 Phase Frequency: 60Hz NEMA rating: The load bank is NEMA Type 1 construction designed for installation and operation indoors. Operator Controls: Local Manual Toggle Switch Controls are provided as standard. Load selection is by individual industrial lever -type toggle switches for on/off application of load segments. Review Accessory Descriptions below to verify if an alternate control location is quoted. Control Power: An integral control power transformer is provided for control circuit operation. Certification: ULIcUL Extended Warranty: Not Included Accesiorles Included:' ACCESSORY et ..,.., , DESCRIPTION R4 Automatic Load Control (ALC). Automatically adjusts load bank to maintain a minimum bad. Includes loose current transformer. fl Paae 2 of 4 htto://www.asc000wercom SALIENT POWER T SOLUTIONS www.S2-SPS.corn Salient Power Solutions, LLC P.O. Box 745 Fort Collins, CO 80522 Phone: 919-818-4009 bkisnere52-SPS.com Reference: SQD ERMS Kit + Comms Bill of Material 1 - NEMA 3R Enclosure (Estimated 9W x 15H x 8D) 1 - Switch With Blue Indicator Light 1 - Padlock Attachment 1 - I/O Module For "P" or "H" Trip Unit 1 - Circuit Breaker ULP Cable 3.0 Meter 1 - Type 3R Enclosure With Components Installed With Switch Station 1 - IFM Modbus Module For Communications 1 - 24VDC to 24VDC Power Supply For IFM "P" or "H" Trip Unit by Customer Page 1 [' ~� 101A . � �*�'4��U��o��q��~ ! �l ^/ rl u [l L_j r_l .j 'l �_j rl rl ^/ r7 " �l rl ^J r} L-i 7 u r) Image shown may not reflect actual configuration � Standby 60 Mission Critical 175U(2187) Prime Standard Features Car Diesel Engine ^ Meets U.S.EPA Stationary Emergency Use Only (Tier 2)emission standards ^ Reliable performance proven inthousands of applications worldwide Generator Set Package ^ Accepts 1OOY6block load inone step and meets other NFPA 110 loading naquinannmntm ° Conforms hoISO 8528-5G3load acceptance requirements ^ Reliability verified through torsional vibroUon, fuel consumption, oil consumption, transient performance, and endurance testing Alternators , Superior motor starting capability minimizes need for overoizin0generator ^ Designed homatch performance and output characteristics of Cat diesel engines Cooling System ^ Tested toensure proper generator set cooling | � i Bora—mm (in) 170(6.69) Stroke —mm(in) 215(8.46) Displacement —L(in") 58.56(3573.55) Compression Ratio 1471 Aspiration TA Fuel System EU| Governor Type ADEK4n°A3 Continuous Emissions Performance U.S. EPA Stationary Emergency Use Only. (Tier 2) EMCP4Control Panels ^ User-friendly interface and navigation ^ Scalable system bo meet awide range of installation requirements ^ Expansion modules and site specific programming for specific customer requirements Warranty ^ 24 montha/1OOU-hourwarranty for standby and mission critical ratings ^ 12 months/unlimited hour warranty for prime and continuous ratings ^ Extended service protection is available to provide extended coverage options Worldwide Product Support ^ Cat dealers have over 1.8UOdealer branch stores operating in3OOcountries ^ Your local Cat dealer provides extensive post -sale support, including maintenance and repair agreements Financing ^ Caterpillar offers an array of financial products tohelp you succeed through financial service excellence ^ Options include loans, finance lease, operating lease, working capital, and revolving line of credit ~ Contact your local Cat dealer for availability in your region ._j 3512C Diesel Generator Sets trtrO Power' r (-1 4._ A n n n n n L_J n n LJ fl LJ n LJ 7'1 fl (-1 n Optional Equipment Engine Air Cleaner Gil Single element Li Dual element LI Heavy duty Muffler LI Industrial grade (15 dB) Starting 0 Standard batteries Oversized batteries Standard electric starter(s) I Dual electric starter(s) LJ Air starter(s) II Jacket water heater Alternator Output voltage LI 380V 0 6600V 0 440V a 6900V 0 480V 0 12470V 0 600V 0 13200V Li 4160V L3 13800V 6300V Temperature Rise (over 40°C ambient) Ll 150°C O 125°C/130°C • 105°C LI 80°C Winding type Random wound O Form wound Excitation LI Internal excitation (IE) 11 Permanent magnet (PM) Attachments I Anti -condensation heater Li Stator and bearing temperature monitoring and protection Power Termination Type Ili Bus bar Circuit breaker O 1600A LI 2000A Li 2500A LJ 3200A 3000A • UL JIEC 0 3-pole 0 4-pole II Manually operated CI Electrically operated Trip Unit LI LSI U LSI-G LSIG-P Control System Controller EMCP 4.2B LI EMCP 4.3 O EMCP 4.4 Attachments II Local annunciator module 0 Remote annunciator module • Expansion I/O module O Remote monitoring software Charging LJ Battery charger — 10A 0 Battery charger — 20A Li Battery charger — 35A Vibration Isolators 0 Spring 0 Seismic rated Note: Some options may not be available on all models. Certifications may not be available with all model configurations. Consult factory for availability, Cat Connect Connectivity II Ethernet Cellular 0 Satellite Extended Service Options Terms 2 year (prime) Li 3 year LI 5 year LI 10 year Coverage Silver a Gold LJ Platinum LJ Platinum Plus Ancillary Equipment 0 Automatic transfer switch (ATS) Uninterruptible power supply (UPS) • Paralleling switchgear • Paralleling controls Certifications UL2200 CSA IBC seismic certification LJ OSHPD pre -approval Page 2 of 4 LEHE1249-00 f1 LJ t. LJ kJ fl fl L 1 L_J r-� 3512C Diesel Generator Sets Eletri Power Package Performance Performance Frequency Standby 60 Hz Mission Critical 60 Hz Prime - Continuous - Gen set power rating with fan 1750 ekW 1750 ekW - Gen set power rating with fan @ 0.8 power factor 2187 kVA 2187 kVA - - Emissions certification EPA ESE (Tier 2) EPA ESE (Tier 2) - - Performance number EM1787-01 EM1948-01 - Fuel Consumption 100% load with fan - L/hr (gal/hr) 467.1 (123.4) 467.1 (123.4) - - 75% load with fan - Uhr (gal/hr) 356.8 (94.3) 356.8 (94.3) - - 50% load with fan - L/hr (gal/hr) 261.6 (69.1) 261.6 (69.1) - - 25% load with fan - L/hr (gallhr) 1 160.4 (42.4) 160.4 (42.4) - - Cooling System Radiator air flow restriction (system) - kPa (in. water) 0.12 (0.48) 0.12 (0.48) - - Radiator air flow - m'/min (cfm) 2075 (73278) 2075 (73278) - - Engine coolant capacity - L (gal) 156.8 (41.4) 156.8 (41.4) - - Radiator coolant capacity - L (gal) 201 (53) 201 (53) - Total coolant capacity - L (gal) 357.8 (94.4) 357.8 (94.4) - - Inlet Air Combustion air inlet flow rate - m3/min (cfm) 161.7 (5708.8) 161.7 (5708.8) - - Exhaust System Exhaust stack gas temperature - °C (°F) 453.5 (848.4) 453.5 (848.4) - - Exhaust gas flow rate - m'/min (cfm) 405.0 (14299.5) 405.0 (14299.5) - - Exhaust system backpressure (maximum allowable) - kPa (in. water) 6.7 (27.0) 6.7 (27.0) - - Heat Rejection Heat rejection to jacket water - kW (Btu/min) 597 (33968) 597 (33968) - - Heat rejection to exhaust (total) - kW (Btuli€nin) 1755 (99777) 1755 (99777) - Heat rejection to aftercooler - kW (Btu/min) 553 (31457) 553 (31457) Heat rejection to atmosphere from engine - kW (Stu/min) 129 (7341) 129 (7341) Heat rejection from alternator - kW (Btu/min) 86 (4908) 86 (4908) - - Emissions (Nominal) NOx mg/Nm3 (g/hp-h) 2390.9 (5.15) 2390.9 (5.15) - - CO mg/Nm3 (g/hp-h) 242.2 (0.52) 242.2 (0.52) - - HC mg/Nm' (g/hp-h) 47.7 (0.12) 47.7 (0.12) - - PM mg/Nma (g/hp-h) 20.3 (0.05) 20.3 (0.05) - - Emissions (Potential Site Variation) NOx mg/Nm3 (g/hp-h) 2869.0 (6.18) 2869.0 (6.18) - - CO mg/Nm' (g/hp-h) 435.9 (0.94) 435.9 (0.94) - HC mg/Nm3 (g/hp-h) 63.4 (0.16) 63.4 (0.16) - - PM mg/Nmg (g/hp-h) 28.4 (0.07) 28.4 (0.07) - - AT® LEHE1249-00 Page 3 of 4 , K�es( Electric Power __ -_-�_- � fl L-J ' L-J r� Weights and Dimensions I Generator Sets Vim"B" mmVm CUm"C^ "m(in) 2794�O(110) Dry Weight xnVm Note: For reference only. �not use for installation design. Contact your local Cat dealer for precise weights and dimensions. Ratings Definitions Standby Output available with varying load for the duration ofthe interruption ufthe normal source power. Average power output im70Y6ofthe standby power rating. Typical operation is2OOhours per year, with maximum expected usage of5UOhours per year. Mission Critical Output available with varying load for the duration mfthe interruption n{the normal source power. Average power output im85Y6ofthe mission critical power rating. Typical peak demand uptn10D% of rated power for upto5Ytnfthe operating time, Typical operation is200hours per year, with maximum expected usage mf50Ohours per year. Applicable Codes and Standards AS1359.CSAC222No100-04.UL142.UL489.UL889. UL2200. NFPA37.NFPA7Q.NFPAOQ.NFPA11O.IBC, |EC60034-1.|SO3046.|S08528.NEMAMG1'22. NEN1AK8G1'33.2O14/35/EU.2O0G/42/EC.201480/EU. Note: Codes may not boavailable in all model configurations. Please consult your |uua| Cat dealer for availability. Data Center Applications Ths, U|[Tior IV compliant per UpUme Institute requirements. ANGkTIA-942compliant for Rm(od'1 through Roted'4data centers. Fuel Rates Fuel rates are based onfuel oil nf35"API [1S^C(OO"F)] gravity having anLHVof42.78OkJ/kg (18.3QOBtu8b) when used ot2S"C(O5"F)and weighing 838.9g/Utmr w\k*.cat @unnCoterpn|ar All rights reserved. Materials and specifications are subject to change without notice. -- International—___ System of __ .—' is __ -- this publication. nm2pon' LEHE1249-00(3-17) (- L Alterrititor 1 Li n1 r-) r L J fl LJ fl t_J L n fl L n t_ J L) 40' Image Shown may not Reflect Actual Package. Features General • Standards: meets the requirements of NEMA, • IEC, ISO, IEEE, BS, AS • Industry leading insulation technology • Proven mechanical and electrical design • Reliable and durable construction • Improved excitation system for high power quality • Improved motor starting capability • Radio frequency noise suppression better than industry standards • Superior construction and testing Standard • 3 Phase brushless, salient pole • NEMA Class H insulation • Class H Temperature rise at 40°C ambient • 2/3 Winding pitch • Low voltage: Random Wound and Internal • Excitation • Medium voltage: Form Wound and Permanent Magnet • Standard voltages: 60 Hz: 480V, 4160V 50 Hz: 400V, 3300V • Busbar connections: 60 Hz models: NEMA standard hole pattern 50 Hz models: EC standard hole pattern • Car Digital Voltage Regulator (Cat DVR) AT® SR5 — 1600 Frame Standby Power 50 Hz, 1500 rpm 1750 — 2250 kVA 60 Hz, 1800 rpm 1750 — 2250 ekW Prime Power 50 Hz, 1500 rpm 1600 — 2000 kVA 60 Hz, 1800 rpm 1600 — 1825 ekW Continuous Power 50 Hz, 1500 rpm 1500 — 1750 kVA 60 Hz, 1800 rpm 1450 — 1640 ekW Optional • PM excitation capability to IE excitation • Low Voltage: Form Wound • Space heater kit • Bearing temperature detectors • Optional voltages: 60 Hz: 380V, 440V, 600V, 2400V 50 Hz: 380V, 415V • Oversized generators for Class F or Class B temperature rise • UL Listing • CSA test and certification NEMA MG-1 Temperature Rise (Over 40°C ambient) Class A Class B Class F Class H Standby 85°C 105°C 130°C 150°C Prime! Continuous 60°C 80°C 105°C 125°C LEHE8750-03 Page 1 of 3 [^ -Attemator` Specifications Type 8ruohleoo, revolving field solid-state automatic voltage regulator Construction One bearing 3phase, series star connected Enclosure Drip proof |P23.guarded Alignment Cat pilot shaft, single bearing only K}ver'spmedoopabi|ity GOHz--125%ofsynchronous speed 50Hz--150Y6nfsynchronous speed Waveform deviation, line tqline, no load Less than 2Y6 Paralleling capability Standard with adjustable voltage droop Voltage level adjustment +/'5Y6 Voltage regulator 3Phase sensing with variable Volts -Per Hertz response Voltage regulation, steady state +/-8.596 Voltage regulation with 2%speed change +/-O.5Y6 Voltage gain Adjustable tocompensate for engine speed droop and line loss TVF Less than 6D Number mfleads G Product Support • Standard Caterpillar warranty ~ Optional extended Caterpillar warranty ~ Serviceable parts available through Caterpillar Parts System • Service intervals agree with recommended engine practices Serviceability • Stator leads exit top • Replaceable bearing nleewa(s)for longer life and lower repair cost ~ Easy access toserviceable parts • Improved wire and terminal idenficadon ensuring reliable connection Cable Entry • Top cable entry onLVpackage • Bottom cable entry onMVpackages Available for U.8.sourced packaged generator sets only. LEHs8750-03 r,-- � �r Vv^ ~~~~.~..~~~~-. _ ,I L_^ rl L_J r� r� " rl w 7-7 - Main Stator Construction The 1800frame generators use Round lamination stator design. Stator coil pi0oh, coil distribution designed to produce optimum waveform and minimum total harmonic distortion. Stator slots are insulated Uyslot liners and coil separators. Slot liners, coil separators, and top sticks provide ominimum of 25 rnm (1 in) distance from the coil to ground. The thickness ofliners, separators, and phase sheets provides superior protection between phases and ground. Low voltage stator windings are given a30UO volt "high pot" test (150Y6ofthe NEMAand |EC requirements for40U volt generators) before the insulation imapplied. The stators are then given avacuum impregnation treatment ofpolyester material, followed by an application ofepoxy resin. This sealed stator is then given a final 2000 volt "high pot" test. / w ~J � CAT � Rotor Construction The main rotor ieconstructed using oprecision ^ wet" layer winding process with epoxy painted onthe bare rotor and oneach layer. This ensures bonding ofall the wire layers together, bonding ofthe coils tothe rotor laminations, and asealed insulation system. The rotor imput inthe oven for curing the epoxy. The exciter rotor ismachine wound and receives m trickle coat ofafungus-resisting resin. Numerically controlled turning and grinding machines produce rotor shafts with close repeatable tolerances. Grede'8bolts are used wherever joints are subject boinduced stresses. Acomplete coating ofred sealer ieapplied hn protect the rotors and shaft from corrosion. Every production rotor isdynamically balanced in two planes huwithin O.O5O8mmdeflection peah- ho'peakamp|itudemndnunotnubmdspaedbehzne assembly into the stator. |nmnnonvn comumau inthis publication may ueconsidered confidential. Discretion is recommended when distributing, Materials and specifications are subject mchange without notice. CxT, CATcnPiLLAn, LET'S DVTHE WORK, their respective logos, 'Caterpillar Yeno=.^the "Power Edge" Cat "Modern Hex" trade dress anwell aacorporate and product identity used herein. are trademarks of Caterpillar and may not be used without permission. LEHs8750-03(0219) @2019naterpar All rights reserved. PERFORMANCE DATA[EM1787] April 17, 2019 Performance Number: EM1787 SALES MODEL: r 1 BRAND: ENGINE POWER (BHP): GEN POWER W1111 FAN (EKW): L_J COMPRESSION RATIO: RATING LEVEL: PUMP QUANTITY: FUEL TYPE: MANIFOLD TYPE: "- GOVERNOR TYPE: ELECTRONICS TYPE: CAMSHAFT TYPE: IGNITION TYPE: INJECTOR TYPE: !--.1 FUEL INJECTOR: UNIT INJECTOR TIMING (IN): REF EXH STACK DIAMETER (IN): MAX OPERATING ALTITUDE (FT): 3512C CAT 2,584 1,750.0 14.7 STANDBY 1 DIESEL DRY ADEM3 ADEM3 STANDARD CI EUI 3920221 64.34 10 2,789 COMBUSTION: ENGINE SPEED (RPM): HERTZ: FAN POWER (HP): ASPIRATION: AFTERCOOLER TYPE: AFTERCOOLER CIRCUIT TYPE: INLET MANIFOLD AIR TEMP (F): JACKET WATER TEMP IF): TURBO CONFIGURATION: TURBO QUANTITY: TURBOCHARGER MODEL: CERTIFICATION YEAR: CRANKCASE BLOWBY RATE (F73/111i): FUEL RATE (RATED RPM) NO LOAD (GALJHR): PISTON SPD RATED ENG SPD (FT/MIN): Change Level: 02 DIRECT INJECTION 1,800 60 114.0 TA ATAAC JW+0C, ATAAC 122 210.2 PARALLEL 4 GTB5518BN-52T-1.12 2016 2,581.2 8.4 2,539.4 INDUSTRY ' SUBINDUSTRY APPLICATION OIL AND GAS LAND PRODUCTION PACKAGED GENSET ELECTRIC POWER STANDARD PACKAGED GENSET • General Performance Data r L J r r r GENSET ' POWER WITH FAN PERCENT LOAD ENGINE POWER BRAKE MEAN EFF PRES (881E11 BRAKE SPEC FUEL CONSUMPTN (BSFC) VOL FUEL CONSUMPTN (VFC) INLET MFLD PRES INLET MFLD TEMP EXH MFLD TEMP EXH Mat) PRES , ENGINE OUTLET TEMP EKW % BHP PSI LB/BHP-HR GALJHR IN-HG DEG F DEG F IN-HG DEG F 1,750.0 100 2,584 318 0.334 123.4 77.0 121.0 1,175.8 59.3 848,4 1,575.0 90 2,337 288 0.328 109,6 67,5 113,7 1,114,3 50.7 818.1 1,403.0 80 2,090 257 0,333 99.4 50.7 111.4 1,092.4 45,4 811,3 1,312.5 75 1,967 242 0.336 94.3 56.7 111.7 1,087,7 42.4 814,6 1,225.0 70 1,843 227 0.338 89.1 52,4 111.7 1,083,0 39.2 818.8 1,050,0 60 1,596 197 0.345 78,8 44.3 105.9 1,058.2 33.5 815.5 875.0 50 1,349 166 0.359 69.1 37.8 103.9 1,037,6 29.0 814.7 700.0 40 1,102 136 0,375 59.1 30.6 102.2 1,007.7 24.0 809.4 525.0 30 855 105 0.395 48.3 22.5 101.6 962.4 18.6 795.4 437,5 25 732 90 0.405 42.4 18.1 100.5 923,2 15,8 773.8 350.0 20 608 75 0,415 36.1 13.6 98.0 856,7 13.1 725,1 175.0 10 361 44 0.459 23.7 6,6 93.3 657,2 8.5 584.4 ET " POWER WITH FAN PERCENT - LOAD ENGINE POWER COMPRESSOR OUTLET PRES COMPRESSOR OUTLET TEMP WETINLETAIR VOL FLOW RATE ENGINE OUTLET WET EXH GAS VOL FLOW RATE WET INLET MR MASS FLOW RATE WET EXH GAS MASS FLOW RATE WET EXH VOL FLOW RATE (32 DEG F AND 29.98 IN HG) DRY EXH VOL FLOW RATE (32 DEG F AND 29.98 IN HG) EKW % BHP IN-HG DEG F CFM CFM LB/HR LB/HR FT3/MIN FT3/MIN 1,750.D 100 2,584 82 431.5 5,708.8 14,299.5 24,664.1 25,528.8 5,374.9 4,942,5 1,575.0 90 2,337 72 384,4 5,329.7 12,802.2 22,634.3 23,401,8 4,926.0 4,539,5 1,400.0 80 2,090 65 361,8 4,977.4 11,856,5 21,095.6 21,791,5 4,586.7 4,233.1 1,312.5 75 1,967 61 351.5 4,730.4 11,327.5 20,108.8 20,768,8 4,370.6 4,036,2 1,225.0 70 1,843 56 340.5 4,4.69.4 10,773,6 19,062.1 19,685,8 4,143,3 3,828,6 1,050,0 60 1,596 48 310,4 4,060.6 9,715,3 17,236,6 17,787,8 3,745.9 3,466,7 875,0 50 1,349 41 283.9 3,718.9 8,836,9 15,714,6 16,198,6 3,409.3 3,162.4 703.0 40 1,102 33 249.4 3,342.6 7,825.5 13,990.0 14,403.8 3,031.8 2,816.9 525.0 30 855 25 214.0 2,863.7 6,632.4 11,981.6 12,320.2 2,598.2 2,420.4 437,5 25 732 20 195.1 2,608.7 5,926.7 10,940.9 11,237,8 2,362.4 2,205,2 350.0 20 608 16 174.0 2,352.0 5,124,7 9,892.8 10,146.1 2,126,8 1,990.7 175.0 10 361 8 133.4 1,967,8 3,754.6 8,233.2 8,398.3 1,768.1 1,674,1 "--7 Heat Rejection Data J Pape 105 r `-elERFORMANCE DATA[EM1787] April 17, 2019 r GENSET POWER WITH FAN PERCENT LOAD ENGINE POWER REJECTION TO JACKET WATER REJECTION TO ATMOSPHERE REJECTION TO MI EXHUAST RECOVERY TO 350F FROM OIL COOLER FROM WORK AFTERCOOLER ENERGY LOW HEAT HIGH HEAT VALUE ENERGY EKW % BHP BTU/MIN BTU/MIN BTU/MIN BTU/MIN BTU/MIN BTU/MIN BTU/MIN BTU/MIN BTU/MIN 1,750.0 100 2,584 33,968 7,341 99,777 53,677 14,107 31,457 109,593 264,853 282,135 1,575.0 90 2,337 32,065 6,764 87,199 46,069 12,528 25,317 99,116 235,211 250,559 1,403,0 80 2,090 29,540 6,560 80,772 42,211 11,365 21,679 88,641 213,375 227,298 1,312.5 75 1,967 27,801 6,507 77,997 40,524 10,776 19,782 83,403 202,321 215,522 1,225.0 70 1,843 26,083 6,453 75,105 38,764 10,186 17,898 78,165 191,236 203,714 1,050.0 60 1,596 24,224 6,210 67,344 34,747 9,003 14,438 67,689 169,032 180,061 875.0 50 1,349 21,892 6,017 61,151 31,548 7,899 11,636 57,213 148,309 157,986 700.0 40 1,102 21,273 5,838 52,785 27,688 6,755 8,361 46,737 126,831 135,106 525,0 30 855 18,808 5,483 44,114 22,905 5,518 5,392 36,261 103,591 110,350 437.5 25 732 17,424 5,180 39,077 19,830 4,843 4,140 31,024 90,930 96,864 350.0 20 608 16,617 4,814 32,185 15,766 4,122 3,017 25,786 77,386 82,436 175.0 10 361 14,061 3,965 19,447 8,030 2,707 1,311 15,310 50,815 54,131 Sound Data n SOUND PRESSURE DATA FOR THIS RATING CAN BE FOUND IN PERFORMANCE NUMBER - 0M8779. Emissions Data ` RATED SPEED POTENTIAL SITE VARIATION: 1800 RPM Lj fl LJ LJ ,C.EtIGET; POWER WIWAN EKW 1,790.0 1,312.5 875,0 437.5 175.0 PERCENTLOAG 100 75 50 25 10 ENGINE POWER BHP 2,584 1,967 1,349 732 361 TOTAL NOX (AS NO2) G/HR 15,917 10,494 5,434 2,339 2,030 TOTAL CO G/HR 2,411 2,668 1,954 1,483 1,675 TOTAL HC G/HR 406 334 309 319 386 PART MATTER G/HR 187,3 188.7 209,2 123.5 105,3 TOTAL NOX (AS NO2) (CORR 5% 02) MG/NM3 2,869.0 2,484,4 1,737.4 1,263.3 2,116.8 TOTAL CO (CORR 5% 02) MG/NM3 435.9 631.7 628,8 808.2 1,734,4 TOTAL HC (CORR 5% 02) MG/NM3 63.4 68.3 87.1 148.5 344.6 PART MATTER (CORR 5% 02) MG/NM3 28.4 37.8 58.3 53.3 96,5 TOTAL NOX (AS NO2) (CORR 5% 02) PPM 1,398 1,210 846 615 1,031 TOTAL CO (CORR 5% 02) PPM 349 505 503 647 1,388 TOTAL HC (CORR 5% 02) PPM 118 128 162 277 643 TOTAL NOX (AS NO2) G/HP-HR 6.18 5,34 4.03 3.20 5.62 TOTAL CO G/HP-HR 0.94 1,36 1.45 2.03 4.64 TOTAL HC G/HP-HR 0.16 0.17 0.23 0.44 1.07 PART MATTER G/HP-HR 0,07 0.10 0.16 0.17 0.29 TOTAL NOX (AS NO2) LB/HR 35.09 23,14 11,98 5.16 4,47 TOTAL CO LB/HR 5.31 5.88 4,31 3,27 3,69 TOTAL HC LB/HR 0.89 0.74 0.68 0.70 0.85 PART MATTER LB/HR 0.41 0.42 0.46 0.27 0.23 RATED SPEED NOMINAL DATA: 1800 RPM GENSETPOWERWTHFAN EKW 1,750.0 1,3125 875.0 437.5 175.0 PERCERT WAD 100 TS 50 25 10 ENGDIE POWER BHP 2,564 1,967 1,349 792 36 ' TOTAL NOX (AS NO2) G/HR 13,264 8,745 4,528 1,949 1,691 TOTAL CO GIHR 1,339 1,482 1,086 824 931 TOTAL HC GIHR 305 251 233 240 290 TOTAL CO2 KG/HR 1,284 9130 714 432 245 PART MATTER G/HR 133.8 134,8 149.4 88.2 75.2 TOTAL NOX (AS NO2) (CORR 5% 02) MG/NM3 2,390.9 2,070.4 1,447.9 1,052.8 1,764.0 TOTAL CO (CORR 5% 02) MG/NM3 242.2 350.9 349.3 449.0 963.6 TOTAL HC (CORR 5% 02) MG/NM3 47.7 51.4 65.5 111.7 259.1 PART MATTER (CORR 5% 02) MG/NM3 20.3 27.0 41.6 38.0 68.9 TOTAL NOX (AS NO2) (CORR 5% 02) PPM 1,165 1,038 705 513 859 TOTAL CO (CORR 5% 02) PPM 194 281 279 359 771 TOTAL HC (CORR 5% 02) PPM 89 96 122 208 484 TOTAL NOX (AS NO2) G/HP-HR 5.15 4.45 3.36 2.67 4,60 r t. _4 Page 2 of 5 '-i3ERFORMANCE DATA[EM1787] April 17, 2019 J TOTAL CO G/HP-HR 0.52 0,75 081 1.13 2.58 TOTAL HC GIHP-HR 0.12 0.13 0.17 0.33 0.80 PART MATTER GIHP-HR 0.05 0.07 0.11 0.12 0.21 TOTAL NOX (AS NO2) LB/HR 29.24 19.28 9.98 4.30 3.73 TOTAL CO LB/HR 2.95 3.27 2.39 1.82 2.05 TOTAL HC LB/HR 0.67 0.55 0.51 0.53 0.64 TOTAL CO2 LB/HR 2,830 2,161 1,575 953 540 PART MATTER LB/HR 0.30 0.30 0.33 0.19 0.17 OXYGEN IN EXH % 10,0 10.7 11.5 12.7 15.0 DRY SMOKE OPACITY % 2.1 2,8 3.6 2.9 3.0 BOSCHSMOKE NUMBER 0.73 1.02 1.31 1.05 1.10 n Regulatory Information n EPA EMERGENCY OTATIONARY 2011 - GASEOUS EMISSIONS DATA MEASUREMENTS PROVIDED TO THE EPA ARE CONSISTENT WITH THOSE DESCRIBED IN EPA 40 CFR PART 60 SUBPART 1111 AND ISO 8178 FOR MEASURING HC, CO, PM, AND NOX. THE 'MAX LIMITS" SHOWN BELOW ARE WEIGHTED CYCLE AVERAGES AND ARE IN COMPLIANCE WITH THE EMERGENCY STATIONARY REGULATIONS. Locality U.S. (INCL CALIF) Agency Regulation Tier/Stage Max Limits - G/E1KW HR EPA STATIONARY EMERGENCY STATIONARY CO: 3.5 NOx HC: 6.4 PM: 0.20 1 Altitude Derate Data LJ n ALTITUDE CORRECTED POWER CAPABILITY (BHP) LJ 1. n AMEUEMT OPERA11NG 'TEMP (F) 30 40 50 60 To 90 100 110 120 130 140 NORMAL ' ALTITUDE (FT) 0 2,584 2,554 2,584 2,584 2,584 2,584 2,584 2,584 2,584 2,584 2,584 2,532 2,584 1,030 2,584 2,584 2,584 2,584 2,584 2,584 2,584 2,584 2,584 2,554 2,510 2,469 2,584 2,(E0 2,584 2,584 2,584 2,584 2,584 2,584 2,584 2,550 2,505 2,462 2,420 2,380 2,584 3,000 2,565 2,565 2,565 2,565 2,565 2,549 2,503 2,458 2,415 2,373 2,333 2,294 2,565 4,613 2,477 2,477 2,477 2,477 2,477 2,456 2,412 2,368 2,327 2,287 2,248 2,211 2,477 5,61) 2,392 2,392 2,392 2,392 2,392 2,366 2,323 2,282 2,242 2,203 2,166 2,130 2,392 6,003 2,310 2,310 2,310 2,310 2,310 2,279 2,238 2,198 2,159 2,122 2,058 2,051 2,310 7,003 2,231 2,231 2,231 2,231 2,231 2,194 2,154 2,116 2,079 2,043 1,938 1,660 2,231 8,01) 2,156 2,156 2,156 2,156 2,152 2,112 2,074 2,037 2,001 1,783 1,576 1,370 2,156 9,003 2,083 2,083 2,083 2,083 2,071 2,033 1,996 1,960 1,680 1,499 1,292 1,137 2,083 1 0,CO3 2,013 2,013 2,013 2,013 1,992 1,956 1,809 1,602 1,395 1,214 1,085 982 2,013 1 1 ,CO3 1,945 1,945 1,945 1,945 1,916 1,705 1,525 1,292 1,163 1,034 930 853 1,945 12,003 1,8130 1,860 1,880 1,835 1,628 1,421 1,214 1,085 982 904 827 749 1,880 13,CO3 1,818 1,818 1,731 1,525 1,318 1,163 1,034 930 853 775 724 698 1,818 14,033 1,758 1,628 1,421 1,240 1,111 1,008 904 527 749 724 672 646 1,705 15,01) 1,550 1,344 1,163 1,059 956 553 801 749 698 672 1,473 Cross Reference Test Sine Setting EngineArrangement Engineeing Model Engineering Model Start Effective Serial End Effective Serial Version Number Number 4577181 LL1863 4994641 PG041 LS RRLC0301 4577181 LL1863 5157730 PG041 LYP00031 Supplementary Data ct on Number SOUND SOUND PRESSURE DM8779 L. Performance Parameter Reference Page 3 of 5 -PERFORMANCE DATA[EM1787] fl n April 17, 2019 Parameters Refererme:D619600-11 PERFORMANCE DEFINMONS PERFORMANCE DEFINITIONS DM9600 " APPLICATION. Engine performance tolerance values below are representative of a . typical production engine tested in a calibrated dynamometer test ' cell at SAE J1995 standard reference conditions. Caterpillar maintains IS091:01:2000 certified quality management systems for 1-1 engine test Facilities to assure accurate calibration of test equipment. Engine test data is corrected in accordance with SAE J1995. Additional reference material SAE J1228, J1349, ISO 8665, r-rl 3046-1:2002E, 3046-3:1989, 1585, 2534, 2288, and 9249 may apply in part or are similar to SAE J1995. Special engine rating request LJ (SERR) test data shall be noted. PERFORMANCE PARAMETER TOLERANCE FACTORS: Power +/- 3% r Torque +/- 3% Exhaust stack temperature +/- 8% Inlet airflow +/- 5% Intake manifold pressure -gage +/- 10% Exhaust flow +/- 6% f—") Specific fuel consumption +/- 3% Fuel rate +/- 5% " Specific DEF consumption +1- 3% DEF rate +/- 5% Heat rejection +/- 5% r-1 Heat rejection exhaust only +/- 10% Heat rejection CEM only +/- 10% Heat Rejection values based on using treated water. Torque is included for truck and industrial applications, do not use for Gen Set or steady state applications. i"--) On C7 - C18 engines, at speeds of 11E0 RPM and under these values are provided for reference only, and may not meet the tolerance listed. • These values do not apply to C280/3600. For these models, see the tolerances listed below. C280/3600 HEAT REJECTION TOLERANCE FACTORS: Heat rejection +/- 10% Heat rejection to Atmosphere +/- 50% • j Heat rejection to Lube Oil +/- 20% Heat rejection to Aftercooler +/- 5% ,—., TEST CELL TRANSDUCER TOLERANCE FACTORS: Torque +1- 0.5% Speed +/- 0.2% L -4 Fuel flow +/- 1.0% Temperature +/- 2.0 C degrees Intake manifold pressure +/- 0.1 kPa OBSERVED ENGINE PERFORMANCE IS CORRECTED TO SAE J1995 REFERENCE AIR AND FUEL CONDITIONS. " REFERENCE ATMOSPHERIC INLET AIR FOR 3500 ENGINES AND SMALLER SAE J1228 AUG2002 for marine engines, and J1995 JAN2014 for other engines, reference atmospheric pressure is 100 KPA (29.61 in hg), and standard temperature is 25deg C (77 deg F) at 30% relative LJ humidity at the stated aftercooler water temp, or inlet manifold temp. FOR 3600 ENGINES 7". Engine rating obtained and presented in accordance with ISO 3046/1 and SAE J1995 JANJAN2014 reference atmospheric pressure is 100 ij KPA (29.61 in hg), and standard temperature is 25deg C (77 deg F) at 30% relative humdity and 150M altitude at the stated aftercooler water temperature. r--.1 MEASUREMENT LOCATION FOR INLET AIR TEMPERATURE Location for air temperature measurement air cleaner inlet at • stabilized operating conditions. REFERENCE EXHAUST STACK DIAMETER The Reference Exhaust Stack Diameter published with this dataset • is only used for the calculation of Smoke Opacity values displayed in this dataset. This value does not necessarily represent the actual stack diameter of the engine due to the variety of exhaust stack adapter options available. Consult the price list, engine order or general dimension drawings for the actual stack diameter size ordered or options available. REFERENCE FUEL DIESEL Reference fuel is #2 distillate diesel with a 35API gravity; A lower heating value is 42,780 KJ/KG (18,390 BTU/LB) when used at 29 deg C (84.2 deg F), where the density is 838.9 G/Liter (7.001 Lbs/Gal). GAS L-4 Reference natural gas fuel has a lower heating value of 33.74 KJ/L (905 BTU/CU Ft). Low BTU ratings are based on 16.64 KJ/L (500 Page 4 of 5 r1 LPERFORMANCE DATA[EM1787] BTU/CU FT) lower heating value gas. Propane ratings are based on r 1 87.56 KJ/L (2350 BTU/CU Ft) lower heating value gas. ENGINE POWER (NET) IS THE CORRECTED FLYWHEEL POWER (GROSS) LESS EXTERNAL AUXILIARY LOAD Engine corrected gross output includes the power required to drive standard equipment; lube oil, scavenge lube oil, fuel transfer, r 1 common rail fuel, separate circuit aftercooler and jacket water pumps. Engine net power available for the extemal (flywheel) load is calculated by subtracting the sum of auxiliary load from the corrected gross flywheel out put power. Typical auxiliary loads are radiator coaling fans, hydraulic pumps, air compressors r..1 and battery charging alternators. For Tier 4 ratings additional Parasitic losses would also include Intake, and Exhaust Restrictions. ALTITUDE CAPABILITY Attitude capability is the maximum attitude above sea level at r-^) standard temperature and standard pressure at which the engine could develop full rated output power on the current performance data set. Standard temperature values versus altitude could be seen on TM2001. r - When viewing the altitude capability chart the ambient temperature is the inlet air temp at the compressor inlet. Engines with ADEM MEUI and NEVI fuel systems operating at " conditions above the defined altitude capability derate for atmospheric pressure and temperature conditions outside the values ri defined, see TM2001. Mechanical governor controlled unit injector engines require a setting change for operation at conditions above the altitude L defined on the engine performance sheet. See your Caterpillar technical representative for non standard ratings. REGULATIONS AND PRODUCT COMPLIANCE I TMI Emissions information is presented at 'nominal' and 'Potential Site Variation' values for standard ratings. No tolerances are v applied to the emissions data. These values are subject to change at any time. The controlling federal and local emission requirements need to be verified by your Caterpillar technical representative, Customer's may have special emission site requirements that need to be verged by the Caterpillar Product Group engineer. EMISSIONS DEFINITIONS: Emissions : DM1176 n EMISSION CYCLE DEFINITIONS 1. For constant -speed marine engines for ship main propulsion, 1 .j including,diesel-electric drive, test cycle E2 shall be applied, for controllable -pitch propeller sets test cycle E2 shall be applied, '—'; 2. For propeller -law -operated main and propeller -law -operated auxiliary engines the test cycle E3 shall be applied. 3. For constant -speed auxiliary engines test cycle D2 shall be applied. 4. For variable -speed, variable -load auxiliary engines, not r 1 included above, test cycle C1 shall be applied. HEAT REJECTION DEFINITIONS: Diesel Circuit Type and HI -IV Balance : DM9500 HIGH DISPLACEMENT (HD) DEFINITIONS: 3500: EM1500 r 1 RATING DEFINITIONS: Agriculture : TM6008 Fire Pump : TM6009 Generator Set : TM6035 Generator (Gas) : TM6041 Industrial Diesel : TM6010 Industrial (Gas) : TM6040 Irrigation : TM5749 Locomotive : TM6037 Marine Auxiliary : TM6036 Marino Prop (Except 3600) : TM5747 n Marine Prop (3600 only) : TM5748 MSHA : TM6042 �-' Oil Field (Petroleum) : TM6011 Off -Highway Truck : TM6039 On -Highway Truck : TM6038 n SOUND DEFINITIONS: Sound Power : DM8702 Sound Pressure : TM7080 Date Released : 11/29/18 n L1 April 17, 2019 t_1 Page 5 of 5 j C: , f lml�._root� r asn6 [ Systems Data Reference Number: EM1787 CERPILLAR' April 17, 2019 For Help Desk Phone Numbers Click Here AIR INTAKE SYSTEM THE INSTALLED SYSTEM MUST COMPLY WITH THE SYSTEM LIMITS BELOW FOR ALL EMISSIONS CERTIFIED ENGINES TO ASSURE REGULATORY COMPLIANCE, MAXIMUM ALLOWABLE INTAKE RESTRICTION WITH CLEAN ELEMENT 15 IN-H20 COOLING SYSTEM MAXIMUM ALLOWABLE JACKET WATER OUTLET TEMPERATURE 210 DEG F REGULATOR LOCATION FOR JW (HT) CIRCUIT OUTLET MAXIMUM UNINTERRUPTED FILL RATE 5.0 G/MIN ENGINE SPEC SYSTEM CYLINDER ARRANGEMENT VEE NUMBER OF CYLINDERS 12 CYLINDER BORE DIAMETER 6.7 IN PISTON STROKE 8,5 IN TOTAL CYLINDER DISPLACEMENT 3576 CU IN STANDARD CRANKSHAFT ROTATION FROM FLYWHEEL END CCW NUMBER 1 CYLINDER LOCATION RIGHT FRONT STROKES/COMBUSTION CYCLE 4 EXHAUST SYSTEM THE INSTALLED SYSTEM MUST COMPLY WITH THE SYSTEM LIMITS BELOW FOR ALL EMISSIONS CERTIFIED ENGINES TO ASSURE REGULATORY COMPLIANCE, MAXIMUM ALLOWABLE SYSTEM BACK PRESSURE 27 1IN-H20 FUEL SYSTEM MAXIMUM FUEL FLOW FROM TRANSFER PUMP TO ENGINE MAXIMUM ALLOWABLE FUEL SUPPLY LINE RESTRICTION 332,9 8.9 G/HR IN-HG MAXIMUM ALLOWABLE FUEL TEMPERATURE AT TRANSFER PUMP INLET 151 8.0 DEG F IN-HG MAXIMUM ALLOWABLE FUEL RETURN LINE RESTRICTION NORMAL FUEL PRESSURE IN A CLEAN SYSTEM 60.2 PSI MAXIMUM TRANSFER PUMP PRIMING LIFT WITHOUT PRIMING PUMP 12.1 FT MAXIMUM HEAT REJECTION TO FUEL 540 BTU/MIN LUBE SYSTEM CRANKCASE VENTILATION TYPE TO ATM httne.//tmiwahrlassir.ratrnmttmilsarvlatITMInirartnr9Artinn_nnanwindnAtuna=RNTMIROMimRrafnn:Rsalartinn ltdinitTvna_Rsystam_tmiwah 1/1 ; '1r « r • J r„ r TEST SPEC [LF2925] Reference Number: 4577181 Model: 3512C DI TA AAAC Effective Serial Number: LYP0000I Make from Spec: APRIL 17, 2019 For Help Desk Phone Numbers Click here Test Spec Data Description Measure Nominal Ceiling Floor Corr Full Load Power 6 hp 2,635 2,688 2,582 Full Load Speed 4 RPM 1800 1810 1790 Governor Setting Speed RPM High Idle Speed # RPM 1818 1836 1800 Low Idle Speed # RPM 900 910 890 FL Static Fuel Setting 6 in 1,146 Corrected Fuel Rate g" GAIJHR 125.1 131.3 118.8 CSFC 6 LB/HP,H 0.336 0,354 0,317 Adjusted Boost # IN_HG 78.7 90.6 66.9 Torque Check Speed RPM Corr Torq Rise at TC RPM 6 % Corr Torque at TC RPM 0 LB.FT C Fuel Rate at TC RP (ctO GAL/HR ,r7‘ CSFC at TC RPM Ye LB/HP.H ADJ Boost at TC RPM # IN_HG Power Loss/Cy # % C FL PWR Specific Blowby CU FT/HP.H Temp Jacket Water Pump Inlet # F 192 197 186 Delta T Jacket Water (out -in) Ii. F 12 21 Inlet Manifold Temp # F 122 127 116 Water Temp to Scac # F Scac Water Flow GAL/MIN Oil Pressure PSI 63 87 43 .„,,,... Oil Pressure Low Idle 1.)4 PSI 60 87 34 Fuel Pressure PSI 63 84 42 httnOltmiwAhrlaggir, cat rfoltmilsprulptiTMIllirprinr7Artinn:nnonwinrinwRhinA=F214TMIPpfNiimlinfnnztselprtinn;Rd initTunp=itsuRtem=tmiwAh 1 /4 r r ' le r l � Inlet Fuel Pressure PSI 6 Inlet Fuel Temp F 86 91 80 Inlet Air Pressure IN HG 31 26 Inlet Air Restriction IN HG 1,18 Inlet Air Temperature F 122 50 Fuel Density DEG API 36,0 34,0 Boost Constant Governor Setting Constant Governor Setting Torque % RTD TRQ High Idle Stability RPM Low Idle Stability RPM Set Point RPM RPM 1820 1830 1810 Adjusted Boost (Gas Blending) . / HG Corrected Fuel Rate - Diesel (Gas Blending) * GAL/HR Corrected Fuel Rate - Gas (Gas Blending 6 BTU/MIN Full Load Fueling (Gas Blending) 6 MM3/ST Gas Substitution Ratio (Gas Blending) % Corr Full Load Power (Gas Blending)@ HP Full Load Speed (Gas Blending) i RPM Exhaust Back Pressure PSI TQ CK Exhaust Back Pressure PSI Ataac Delta Pressure PSI Engine Reference Information Description Measure Data FL Static/FT Static Fuel Settings in 1,146 / Fuel Valve Part Number Unit Injector Part Number 3920221 Timing Dimension Field Service in 2,533 Timing Dimension Factory Torque Control Group Number Change Level: Fuel Pump/Gov Grp Part Number Fuel Pump Type EUI Flyweight Part Number/Attitude Turbo Part No and Model 2976908 / GTB5518-52T-1.12 Advertised Power/ Governor Speed 2,584hp 1,800 RPM Compression Ratio 14.7 Torque Rise Cam Part Number Manifold Type DRY Engine Flash File Part Number 5022098 httna.11tmiwahrlassir. rat mmltmitaarvlat/TMlrlirarfnr7ArtinnannanwinrinwRlvna_RNTMIRAI imRrafnmtiRalvrtinncRi initTvnazRsvatam=tmiwah 91d .atu.i1: Rating Number 1 Flash File Change Number ASM Flash File Part Number ISM Flash File Part Number Advisor Flash File Part Number Secondary Module Flash File Part Number Messenger Flash File Part Number + Tandem Software Flash File Part Number Governor Type ADEM3 Torque Control Group Spring Data Part No Thickness Quantity No data found... Torque Control Group Spacer Data Part No Thickness Quantity No data found... Timing Data Mechanical Advance Part Number: Chg. Level: Advance: 0.0 DEG Dog Leg Differentials: RPM: -- KW: -- Description Measure Spec Minimum Maximum Timing Static @ 0 RPM BTDC DEG Application/Performance Data Description Measure Data Application Identification _ 224 GS PACKAGED Engine Sales Model and Series _ 3512 C Combustion System type DI Aspiration Type TA Engine Source Factory Ref Number 88 Power Setting PL/PP Ref Number LL1864 LL1863 Engine Perf Data Ref No and Change Level EM1949 EM17B7 Multi Engine Torq/Rating Emissions Family Generator Rating W/0 Fan EKW 1830 hfncdltmiwahrlaaair rat rroltmilservlatlTMlrlirartnr7Arfirm=nnanwinrinwRlvna=RNTMIRafNinttrafnn.Rcalartinn_RiinitTvna=Ravatam=tmiwah 114 L ri r'fl L. J r" r Generator HZ 60 Brakesaver test Certified Engine Rating hp Engineering Model Ref PG041 Low Idle In-Veh Speed RPM Sales Model Machine Facility Usage Transmission Description GS Serial Number Prefixs Altitude Derating Information Description Measure Data Altitude - Maximum 2,788 Engine Power (ADV) hp 2,584 Engine Power (Test) hp 2,635 High Idle Speed RPM FL Static Fuel Setting in FT Static Fuel Setting in Corrected Fuel Rate GAL/HR 125.1 FL Boost Pressure IN _HG Spec Number vs, Arrangement Number Cross Reference Arrangement 4994641 5157730 INW Caterpillar Confidential: Green Content Owner: Commercial Processes Division Web Master(s): PSG Web Based Systems Support Current Date: 411712019, 10:07:40 PM © Caterpillar Inc. 2019 All Rights Reserved, Data Pdvacy Statement. httns'lltmiwAhrlaggir r.at rnm/frni/ortilptITMninrinr9Arlinn.-mnanwinrInwit hinAzRNTMIRONI !mit rAfnn:It AplArtinn:Rd initTvnAllqvgfAm.:tmiwph 414 J C:j lorh,1„,Jy _a .J J l 6 RADIATOR PERFORMANCE DATA fLF2925J APRIL 17, 2019 For Help Desk Phone Numbers Click here Component Performance Number: EM1958 Radiator Data Radiator Part Number: 5090776 Radiator Type: ASF44,0CV Front Area: 44,02 ft2 Radiator Dry Weight: 4,109,4 lbs Radiator Wet Weight: 4,539.3 lbs Radiator Water Capacity High Temp Circuit: 53.0 gal Radiator Water Capacity Low Temp Circuit: NA gal Center of Gravity (X): 25,00 in (Distance from front face of core) Center of Gravity (Y): 41,73 in (Distance from bottom of radiator support) Center of Gravity (Z): 0,68 in (Distance from center line of core) Ambient Ambient Restrictions (1/2 inH20) Restrictions (3/4 inH2O) 984 2460 4921 984 2460 4921 Feet Feet Feet Feet Feet Feet --------- Max Ambient Pre -alarm Deg F------- 107 102 91 102 95 84 Engine Data Performance Number: EM1787 Sales Model: 3512 EKW: 1750 Rating: STANDBY Speed: 1800 Settings: NA 1M ATAAC Temp Deg F: 122 Combination Data Fully Ratio: 0.453 Fan Power: 84,48426 hp Air Flow Air Flow Restrictions (1/2 inH2O) Restrictions (3/4 inH2O) No Graph data available.,. 73278 ----.---- scfm -- 68863 httns•Iltmiwahrlassir, rat rnmltmilsanrlatlrMlrlirartnr9Arfirm=nnanwinrtnwRtvna-RNTMIROMimRrafnn_ taalar..tinn=RimitTvno-Ravctam_tmiwah 117 r 1 /LU1� J Reference Number: EM1958 Parameters Reference: TM6016 a 1 rJ No notes found,,, RADIATOR CORE DATA r r r CONDITIONS; CORE AIR FLOW RESISTANCE DATA IS FOR A FREE STANDING CORE ONLY, ADDITIONAL AIR FLOW RESISTANCE DUE TO SHROUDS, DUCTING, COOLERS AND ENGINE COMPONENTS MUST BE ADDED IN ORDER TO CALCULATE TOTAL SYSTEM PERFORMANCE. CORE PERFORMANCE DATA IS BASED ON AN AIR DENSITY OF 1,20 KG/M3 (075 LB/CU FT), AMBIENT CAPABILITY: THE AMBIENT CAPABILITY AND ALTITUDE CAPABILITY LISTED ON THIS PAGE REFLECTS THE THE CAPABILITY OF THE COOLING SYSTEM AT THE MAXIMUM GENERATOR SET RATING. THE AMBIENT AND ALTITUDE CAPABILITY MUST BE VERIFIED FOR THE ENGINE AND GENERATOR EN THE ENGINE' PERFORMANCE SECTION OF TMI, NON -TIER 4 AMBIENT CAPABILITY CALCULATIONS ARE BASED ON A 50/50 GLYCOL COOLANT MIX AND 4°C (7°F) AIR TO CORE RISE. TIER 4 AMBIENT CAPABILITY CALCULATIONS ARE BASED ON A 50/50 GLYCOL COOLANT MIX AND 6°C (9°F) AIR TO CORE RISE. ASSUME 3°C ADDITIONAL AMBIENT CAPABILITY WITH TREATED WATER INSTEAD OF 50/50 GLYCOL AS COOLANT. THE CORE AIRFLOW VS CORE RESISTANCE CHARTS REPRESENT CORE ONLY DATA. ALL OTHER DATA IS FOR THE COMPLETE PACKAGE. LAST UPDATED ; 05/1312010 Caterpillar Confidential: Green Content Owner: Commercial Processes Division Web Master(s): PSG Web Based Systems Support Current Date: 411712019, 10:11:57 PM © Caterpillar Inc, 2019 All Rights Reserved. Data Privacy Statement. r r ✓ 4 httnsJltmiwahrlassir rat rnmltmi19.arvlatfrMlflirartnr9Artinn-nnanwinrinwRhma=RNTMIRONumRrafnncRBaler.firm=RiinitTvna_Rsystam=tmiwah 9/9 uar error u4 . GENERATOR DATA GEN®RATOR PACKAGE IS MISSION CRITICAL RATED [ [ J [ J [ ) APRIL 17, 2019 For Help Desk Phone Numbers Click here Engine: 3512 Fuel: Diesel Frequency: 60 Duty: STANDBY Generator Frame: 1625 Generator Arrangement: 2523858 Excitation Type: Permanent Magnet Connection: SERIES STAR Selected Model Genset Rating (kW): 1750.0 Genset Rating (kVA): 2187.0 Pwr. Factor: 0.8 Application: EPG Saec Information Line Voltage: 480 Phase Voltage: 277 Rated Current: 2630.6 Status: Current ---Version: 41205 /40931 /42326 /10841 Generator Specification Frame: 1625 Type: SAS No. of Bearings: 2 Winding Type: RANDOM WOUND Flywheel: 21.0 Connection: SERIES STAR Housing: 00 Phases: 3 No. of Leads: 6 Poles: 4 Wires per Lead: 4 Sync Speed: 1800 Generator Pitch: 0.6667 Generator Efficiency Per Unit Load kW Efficiency 0.25 437.5 92.5 0.5 875.0 95.0 0.15 1312.5 95.6 1,0 1750.0 95.5 Reactances Per Unit Ohms SUBTRANSIENT - DIRECT AXIS X"d 0.1244 0.0131 SUBTRANSIENT - QUADRATURE AXIS X"q 0.1548 0.0163 TRANSIENT - SATURATED Xd 0.2383 0.0251 SYNCHRONOUS - DIRECT AXIS Xd 3.1711 0.3340 SYNCHRONOUS - QUADRATURE AXIS Xq 1.9027 0.2004 NEGATIVE SEQUENCE X2 0.1405 0.0148 ZERO SEQUENCE X0 0.0294 0.0031 Time Constants Seconds OPEN CIRCUIT TRANSIENT - DIRECT AXIS T'd0 2,7700 SHORT CIRCUIT TRANSIENT - DIRECT AXIS T'd 0.2450 OPEN CIRCUIT SUBSTRANSIENT - DIRECT AXIS T"d0 0.0450 SHORT CIRCUIT SUBSTRANSIENT - DIRECT AXIS T"d 0.0230 OPEN CIRCUIT SUBSTRANSIENT - QUADRATURE AXIS T" q0 0.2080 SHORT CIRCUIT SUBSTRANSIENT - QUADRATURE AXIS T"q 0.0200 EXCITER TIME CONSTANT Te 0.0940 ARMATURE SHORT CIRCUIT Ta 0.0410 Short Circuit Ratio: 0,4 Stator Resistance = 0.0016 Ohms Field Resistance = 0.45 Ohms htinn.11tmiwahrloneir rat rnmltmilevolotaMlnirarfnr7ArtinncnnanwinrinwRlnn,nanXmlflatafttvna-RNAnnflataRafNi irramfwitnalortinnzRunit7vna-Rovntam-tmiwah 111 n rJILUI r r L....,-llaf 1 i�rJ1Or UL... J r-4 r 1 r + r Voltage Regulation Voltage level adjustment: +l- Voltage regulation, steady state: +/- Voltage regulation with 3% speed change: +/- Waveform deviation line - line, no toad: Tess than Telephone influence factor: less than 5.0% 0.5% 0.5% 2.0% 50 Excitation voltage: Excitation current Generator Excitation No Load Full Load, (rated) pf Series Parallel 12.0 Volts 49.66 Volts Volts 1.2 Amps 4.08 Amps Amps Engine: 3512 Fuel: Diesel Frequency: 60 Duty: STANDBY Generator Frame: 1625 Generator Arrangement: 2523858 Excitation Type: Permanent Magnet Connection: SERIES STAR Selected Model Genset Rating (kW): 1750,0 Genset Rating (kVA): 2187.0 Pwr. Factor: 0,8 Application: EPG Generator Mechanical Information Line Voltage: 480 Phase Voltage: 277 Rated Current: 2630.6 Status: Current --Version:41205 /40931 /42326 /10841 Center of Gravi Dimension X 1955.0 mm -37.6 IN. Dimension Y 0.0 mm 0.0 IN. Dimension Z 0.0 mm 0.0 IN. "X" is measured from driven end of generator and parallel to rotor. Towards engine fan is positive. See General Information for details "Y" is measured vertically from rotor center line. Up is positive. "Z" is measured to left and right of rotor center line. To the right is positive. Generator WT = 4130 kg * Rotor WT = 1484 kg * Stator WT = 1915 kg 9,105 LB 3,272 LB 4,222 LB Rotor Balance = 0,0508 mm deflection PTP Overspeed Capacity =125% of synchronous speed httns'll iwahrlassir. rat rnm/fmilcarvlat(rMlflirartnr7Artine_nnanwinrinwRlnn_nanXmlitataRtvna=R6144n nataRafNumRrafnn=Rsalar.firm:RunitTvna=Rsvntam=tmiwah 9/1n ..11LUi; Lug ,-dor u ,� Generator Torsional Data r Jl 43.8 LB IN, s2 4.95 N m s2 0 J1= Coupling and Fan 0 J2 = Rotor TOTALJ=J1+J2+J3 K1= Shaft Stiffness between J1 + J2 (Diameter 1) K1 66.5 MLB INJrad 7.51 MN m/rad Min Shaft Dia 1 8.9 IN. 225.0 mm J3 = Exciter End K2 = Shaft Stiffness between J2 +J3 (Diameter 2) J2 K2 316.0 LB IN, s2 35.7 N m s2 Total J 368.2 LB IN. s2 41.6 N m s2 139.0 MLB IN./rad 15.7 MN mlrad Min Shaft Dia 2 5.5 IN, 140.0 mm J3 8.4 LB IN. s2 0.95 N m s2 Engine: 3512 Fuel: Diesel Frequency: 60 Duty: STANDBY Generator Frame: 1625 Generator Arrangement: 2523858 Excitation Type: Permanent Magnet Connection: SERIES STAR Selected Model Genset Rating (kW): 1750.0 Genset Rating (kVA): 2187.0 Pwr. Factor: 0,8 Application: EPG Line Voltage: 480 Phase Voltage: 277 Rated Current: 2630,6 Status: Current Version, 41205 /40931142326 /10841 htinc.11tmiwahrlacsir. rat rnmltmilcarvlatlTMlflirartnr9Artinn_nnanwinrinwRlnn=nanXmlflataRtvna=RICanflataRafNumRrafnn_Rsalartinn_RiinitTvna-Rcvstam_tmiwah 1/1n r �...�,Jlliar r L *r Engine: 3512 Fuel: Diesel Frequency: 60 Duty: STANDBY Generator Cooling Requirements - Temperature • Insulation Data Cooling Requirements: Temperature Data: (Ambient 40 °C) Heat Dissipated: 82.5 kW Air Flow: 168,0 m3/min Stator Rise: Rotor Rise: Insulation Class: H Insulation Reg. as shipped: 100.0 MSS minimum at 40 °C 105.0 °C 105.0 °C Thermal Limits of Generator Frequency: 60 Hz Line to Line Voltage: 480 Volts B BR 80/40 2000.0 kVA F BR-105I40 2275.0 kVA H BR -125/40 2500.0 kVA F PR -130/40 2500.0 kVA H PR -150/40 2650.0 kVA H PR27.163/27 2750.0 kVA Generator Frame: 1625 Generator Arrangement: 2523858 Excitation Type: Permanent Magnet Connection: SERIES STAR Selected Model Genset Rating (kW): 1750.0 Genset Rating (kVA): 2187,0 Pwr, Factor: 0.8 Application: EPG Starting Capability & Current Decrement Line Voltage: 480 Phase Voltage: 277 Rated Current: 2630.6 Status: Current Version:41205 /40931 /42326 /10841 httns•lltmiwahrlassir rat rnmltmilsarvleNTMIflirertnr9Artinr_nnanwinrinwRlnncnenXmlflataRtvna=RN(;anllataRafNi nit rafnn=RSAIAr.firm=&imitTvna_Rsvatem_tmiwah A11f1 [ r [ [ SKVA Percent Volt Dip 354 2,5 728 5.0 1,121 7.5 1,536 10.0 1,975 12.5 2,440 15.0 2,932 17.5 3,456 20.0 4,013 22,5 4,608 25.0 5,244 27.5 30,0 6,656 32.5 7,444 35.0 8,294 37.5 9,216 40.0 Motor Starting Capability (0.4 pf) Motor Starting E 11 yct 0.0 21,107 1,0 15,304 2.0 12,158 3.0 10,357 4.0 9,227 5.0 8,438 7,5 7,099 10.0 6,123 12.5 5,325 15.0 4,712 20.0 5,468 25.0 6,381 30.0 7,148 35,0 7,808 40.0 8,334 45.0 8 AMP Instantaneous 3 Phase Fault Current: 21107 Amps 40 35 5 30 ) !„ 15 Et 10 5 2,500 5,000 7,500 SKVA Current Decrement Data Current Decrement 20,000 17„500 15,000 a. 12,500 2 10,000 7,500 5,000 2,500 0 1 10 20 30 40 E Time Cycle Instantaneous Line • Line Fault Current; 17176 Amps Instantaneous Line - Neutral Fault Current: 26752 Amps littns'lltmitohrlaqqir nat rnmItmilsmilAt/TMInirprinr9ArtinnznruanwinrinwRInn=nAnYmIrlataii,tvw:RNPAnflataRAfNiinVirAfnn=i2qPIAntinn=iii initTyno=R,Rtistpm=tmiwph 511f1 ] C J Engine: 3512 Fuel: Diesel Frequency: 60 Duty: STANDBY '1 r Generator Frame: 1625 Generator Arrangement: 2523858 Excitation Type: Permanent Magnet Connection: SERIES STAR _ .liar or u.r C Selected Model Genset Rating (kW): 1750.0 Genset Rating (kVA): 2187,0 Pwr, Factor: 0,8 Application: EPG Generator Output Characteristic Curves Open Circuit Curve Open Circuit Field Line - Current Line Volt 0.0 0 21,2 288 25,0 336 29.2 384 34.4 432 41,9 480 55,1 528 81.5 576 139.8 624 274.0 672 700 600 500 400 J 300 tU c 200 J 100 50 100 150 200 250 Field Current C Line Voltage: 480 Phase Voltage: 277 Rated Current: 2630.6 Status: Current Version: 41205 /40931 /42326 /10841 htfns•Iltmiwahrlassir rat rnmlfmilsarulat(rMnirarfnr9Artinn=nnanwinrinwRlnn=nvnXmlrlatafthma=RNnpnnataRafNi imlirafnmIsalartinn=it mitTuna=Rcvctem=tmiwah fi11 n —ro 1 7 r t. 1 r L ' " wrtilor Licnu r L - Field Armature Current Current 0.0 0 62.8 1,579 73,2 1,842 83.7 2,105 94.2 2,368 104.6 2,631 115,1 2,894 125.5 3,157 136.0 3,420 146.5 3,684 Short Circuit Curve Short Circuit 3,5 00 c ▪ 3 000 OJ • 2,500 • 2,000 4, 1 500 1 000 < 500 0 50 100 Field Current 50 Engine; 3512 Fuel: Diesel Frequency: 60 Duty: STANDBY Generator Frame: 1625 Generator Arrangement: 2523858 Excitation Type: Permanent Magnet Connection: SERIES STAR Selected Model Genset Rating (kW): 1750.0 Genset Rating (kVA): 2187.0 Pwr. Factor: 0.8 Application: EPG Generator Output Characteristic Curves Line Voltage: 480 Phase Voltage: 277 Rated Current: 2630.6 Status: Current Version: 41205 /40931 /42326 /10841 httns.11tmiwahrlaRgir. rat rnmItmilsarulatfTMIrlirartnr7AntinnznnanwinrInwitInryznanYmIhatalitynAzRNAanilataRafNi inct rafnrIzAgalartinnziti initTvna=Rsvgtamr.fmiwah 7/111 r 6 „ retzuA, %L r r */ L L .4 r r ' t.,IIIarcuatorubLa Zero Power Factor Curve r r r Field Line • Current Line Volt 104,6 0 128,9 240 133,2 288 138.4 336 146,0 384 159.2 432 185,7 480 244,2 528 378.9 576 695.7 624 600 t 500 4) 400 300 00 100 Zero Power 50 500 Field Current Air Gap Curve Air Gap 700 Field Line • 600 Current Line Volt o 0 0 500 21 0 288 24 5 336 400 28,0 384 31,5 432 i 300 35,0 480 (1J 38,5 528 C 200 42,0 576 45,5 624 100 672 0 20 30 40 50 Field Current hitrm•Iltmiwahrlaaair, rat rnm/tmilaarvlatrTMInirartne?Artinn.znnanwinrInwRInn=nanYmInataktuna:RtslnannataRaftkliimit rafnn=itsalar.tinn=RimitTvnta=liavatamr.tmiwah All n .....iLU I.. Engine: 3512 Fuel: Diesel Frequency: 60 Duty: STANDBY r ' 1 l Generator Frame: 1625 Generator Arrangement: 2523858 Excitation type: Permanent Magnet Connection: SERIES STAR r r r -i L.,._ mar u„...,dror uG,. Selected Model Genset Rating (kW): 1750,0 Genset Rating (kVA): 2187.0 Pwr. Factor: 0,8 Application: EPG Reactive Capability Curve Operating Chart Line Voltage: 480 Phase Voltage: 277 Rated Current: 2630.6 Status: Current -Version, 41205 /40931 /42326 /10841 -0.6 -0.4 -0.2 0 0.2 0.4 0,6 0,8 kVAr/ Rated kVA r httns.11tmiwohrlassir. rat rnmltmilsurvlatlTAilflirar.Inr9Artinn_nnanwinrinwRInn=narAminataRfvna=RNf;anliataRafAli imRrafnn=Rsalartinn=RI mitTvna=Rsystam=tmiwah Q/1n L Engine: 3512 Fuel: Diesel Frequency: 60 Duty: STANDBY r Generator Frame: 1625 Generator Arrangement: 2523858 Excitation Type: Permanent Magnet Connection: SERIES STAR rr r r r Selected Model Genset Rating (kW): 1750,0 Genset Rating (kVA): 2187.0 Pwr, Factor: 0.8 Application: EPG General Information DM7825 Caterpillar SR5 Generators (50 Hz, 60 Hz) Data for 1400, 1600, 1700, 1800 and 1900 frames Caterpillar SR5 generators built by Leroy Somer - USA and Leroy Somer France. Refer to DM7821 for explanation of all generator data in Technical Marketing Information (TMI) except generator efficiency for which the explanation is given below. GENERATOR EFFICIENCY Generator efficiency is the percentage of engine flywheel (or other prime mover) power that is converted into electrical output. The generator efficiency shown is calculated by the summation of all losses method, and is determined in accordance with the IEC Standard 60034. The efficiency considers only the generator. There is no consideration of engine or parasitic losses here. Refer to DM7829 for low and medium voltage protective setting values a nd limits. Caterpillar Confidential: Green Content Owner: Commercial Processes Division Web Master(s): PSG Web Based Systems Support Current Date: 411712019, 10:20:04 PM © Caterpillar Inc. 2019 All Rights Reserved, Data Privacy Statement. L Line Voltage: 480 Phase Voltage: 277 Rated Current: 2630.6 Status: Current Version. 41205 140931 /42326 / 10841 httns.11tmiwahrlassir. rat rnmltmilsarvlatlTMnlirartnr9Artinn=nnanwinrinwRlnn=nanXminataRtvna=RNf;anrlataRafNnmRrafnn=Raalartinn=RiinitTuna=Rsysfam. tmiwah 1fV1n (8 lit70) 00-SSE 1.3X3-1 m E3 c F c o F• t; cp•--C:° 7- CD -• °. CD; < .7 CD CD r,), (7, 0 cn 1:1 (-9 a 0 CD fa) 3 FD" 12' g cn ED— cn 0 0 CD cD CO = (/) iv 5 g co • o o -0 a o o) (0 m 7 ca, 2 0 — CD 5 o co c o a coci co o (1) o c o 7:7 cl) 3 = • g,) c. . 0 o fs.) Ca CD 0 g w to 5' 0 CD CD !a. Percent Rated Armature Current IN) It\-.) C 04 0 . 4.) CN " 41" c 0 0 t.0„) !Hi 4- I 1 " I i 1! i ', . ; , , f ! , 1..„ ,--) ,-; -;•-• .....tt4+4t -' - 'r- '-, "Pi i H ti..,...i.i. ,...-•-;-•.-1 H „ Cin eb 0...4 i, CZ -,-• in H.: i H. L., ; i,..i„;.!.;,....! -,i..,.4"-f • ." ...11.,..i, .....„; ,. .1-71-1-1-•fi., ; •; 1: 11 li• r-!!-:frf. • "4-• .itJH tth . .1 111,P. 4. • f ; 4.• • • 1 ' . t • 1! , A uoReinsul H ssel0 LIWA SJO 3 emno e6ewea r AttAc~-s--� � ' � �AT `^ / Pi ctureuhown may not reflect actual configuration Full range of attachments w Wide range ofsystem expansion attachments, designed specifically hnwork with the EK4CP4 � Flexible packaging options for easy and cost effective installation World wide product support � Cat dealers provide extensive pre and post sale support * Cat dealers have over 1.GUOdealer branch stores operating in20Dcountries Features ° A33x132pixel, 3,8inch, white backlit graphical display denotes text alarm/event descriptions, set points, engine and generator monitoring, and isvisible inall lighting conditions. • Textual display with support for 28languages ° Advanced engine monitoring ioavailable on systems with anADEW1rw controller. * Integration with the CDVRand |VRprovides enhanced system performance • Fully featured power metering, protective ne|mying, engine and generator parameter viewing, and expanded /4Cmetering are all integrated into this controller. • Raa|-dmoclock allows for date and time stamping ofdiagnostics and events inthe contnz|'slogs aswell awservice maintenance reminders based onengine operating hours or calendar days. Upto4Odiagnostic events are stored in the non-volatile memory LEHE1208-01 1 U������� � ��D� �~u�n�*x- =�.u��� ����U���U�����U� ����^� GENERATOR SET CONTROLLER *����������`U 8 ���� �*nwwn� n ��n���~�~�~�� The CaMEMCP4.28offers fully featured power mebohng, protective relaying and engine and generator control and monitoring. Engine and generator nonbn|o, diognostioa, and operating information are accessible via the control panel keypads; diagnostics from the EK8CP 4 optional modules can be viewed and reset through the EK8CP4.28. Features w Ability tnview and reset diagnostics onEW1CP 4optional modules via the control panel removes the need for aseparate service tool for troubleshooting • Set points and software stored in non-volatile memory, preventing loss during apower nubaQa • Five |ova!s nfsecurity allow for configurable operator privileges � Programmable security levels for groups of oetpointo. w Programmable kVV He|oyo (3) w Programmable weekly exerciser timer * Dealer configurable resistive maps � Default overview screen ° Real (M)Load histogram ° Auto mains failure * Programmable logic functionality ° Selectable units o Tempeoatuma:°C or OF o Pressure: psi, hPo.bar o Fuel Consumption: Liter/hrorGa|/hr Standard Features • Voltage (L-L, L-N) • Current (Phase) • Average Volt, Amp, Frequency • kW, kVAr, kVA (Average, Phase, %) • Power Factor (Average, Phase) • kW-hr, kVAr-hr (total) • Excitation voltage and current (with CDVR) • Desired Voltage, Excitation Command, Operating Mode (with IVR) • Generator stator and bearing temp (with optional module) • kW load histogram Generator Protection • Generator phase sequence • Over/Under voltage (27/59) • Over/Under frequency (81 0/U) • Reverse Power (kW) (32) • Reverse Reactive Power (kVAr) (32RV) • Overcurrent (50/51) • Thermal Damage Curve Engine Monitoring • Coolant temperature • Oil pressure • Engine speed (RPM) • Battery voltage ` J • Run hours • Crank attempt and successful start counter • Enhanced engine monitoring (with electronic engines) r � u Engine Protection • Control switch not in auto (alarm) • High coolant temp (alarm and shutdown) • Low coolant temp (alarm) • Low coolant level (alarm) • High engine oil temp (alarm and shutdown) • Low, high, and weak battery voltage • Overspeed • Overcrank • Low Oil Pressure CAT Control • Run / Auto / Stop control • Speed and voltage adjust • Local and remote emergency stop • Remote start/stop • Cycle crank Inputs & Outputs • Two dedicated digital inputs • Three analog inputs • Six programmable digital inputs • Eight relay out • Two programmable digital outputs Communications • Primary and accessory CAN data links • RS-485 annunciator data link • Modbus RTU (RS-485 Half duplex) Language Support Arabic, Bulgarian, Czech, Chinese, Danish, Dutch, English, Estonian, Finnish, French, German, Greek, Hungarian, Italian, Icelandic, Japanese, Latvian, Lithuanian, Norwegian, Polish, Portuguese, Romanian, Russian, Spanish, Swedish, Turkish Environmental • Control module operating temperature: -40°C to 70°C • Display operating temperature: -20°C to 70°C • Humidity: 100% condensing 30°C to 60°C • Storage temperature: -40°C to 85°C • Vibration: Random profile, 24-1000 Hz, 4,3G rms Standards • UL Recognized • CSA C22.2 No.100,14, 94 • Complies with all necessary standards for CE Certification O 98/37/EC Machinery Directive o BS EN 60204-1 Safety of Machinery 89/336/EEC EMC Directive o BS EN 50081-1 Emissions Standard O BS EN 50082-2 Immunity Standard 73/23/EEC Low Voltage Directive o EN 50178 LVD Standard • IEC529, IEC60034-5, IEC61131-3 • MIL STND 461 LEHE1208-01 2 Aftachment * ncluded Modules RS^485 annunciator The EK4CP4RS-485 Annunciator serves hodisplay generator set system alarm conditions and status indications. The annunciator has been designed for use on the long distance annunciator data|inkand isused for remote (up bo40O0feet) The remote monitoring software allows the user to configure data monitoring and data acquisition processes for monitudng. graphing, and logging of generator set data. (-- Attachment , CAT. r n r r - n I, I L_, n fl _) LJ P. -1, ) Modules (Continued) Digital input/output module The Digital Input/Output (DI/0) module serves to provide expandable Input and Output event capability of the EMCP 4 and is capable of reading 12 digital inputs and setting 8 relay outputs. The DI/0 module has been designed for use on the accessory Communication Network and may be used in either local (package mounted) or remote (up to 800 feet) application. Materials and specifications are subject to change without notice, CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "Power Edge" trade dress as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission, LEHE1208-01 (08/18) cat.com/powergeneration ©2018 Caterpillar All rights reserved. Return to RUN / STOP / AUTO as required C1TERPILL i TODAY'S WORK. TOMORROWS WORLD."' Quick Start Guide CVERV1EW 1. Display Screen 2. AC Overview Ke 3. Engine. Overview Key 4. MainMenu/Howie Key 5. Alarm Acknowledge/Silence Key wit Yellow Warning Lamp 6. Event Reset Key with Red Sh .r.ven 8. Run Key OTo START Press RUN Key RUN 9. Auto Key 10, Stop Key 11„ Escape Key 12, Scroll Up Key 13. Scroll Right Key 14. OK Key crop Down Key 16. Scroll Left Key LEXEO186-O0 ?.WO Catertar • All Rights R Printed iri USA L, i To STOP Press STOP Key STOP AUTO Mode Press AUTO Key AUTO Fault / Alarm Reset Process If either of these indicatioh lamps are flashing or solid there is a warning or shutdown Reset Key C� RESE Faun/ Alarm; Reset Press RESET key C� Fault/ Alarm Reset All. The display will show: Press OK Key all ar Shut Press ESCAPE Key `^ N&�U �� �� N N N �~ �� N��N 0� N� �0 N �~ �� CATERPILLAR a '-' GENERAL DESCRIPTION The Caterpillar Discrete |nmmt/}utput<VO> module serves toprovide expandable Input and Output capability for your package generator set. The Discrete NOModule iocapable ofreading 12disurote inputs and setting eight (8) relay outputs. The Caterpillar Service Tool ETioused toconfigure the Discrete |/O module, while all monitored Input and Output status conditions are viewable onthe EK8CP3control panel. The Discrete 1/0 Module can be Package orRemote mounted (up to8OUfeet) and features rugged packaging and watertight Deutsch |PDoonnaotoro. These features all add tothe sense ofvalue and dependability that comes with your purchase of Caterpillar products. OPERATOR INTERFACE m All Discrete |/Ostatus conditions are available for viewing with the EMCP 3.2 Q/3.3 Controllers. ��N������������ INPUT/ DISCRETE �� OUTPUT �����'& MODULE ������ FEATURES/BENEFITS * Capable ofreading twelve (12) di0000Ua inputs and setting eight (8) relay outputs ° J1939nornnnunioedon network eliminates the need for multiple relays, which translates to less wiring and fewer opportunities for mechanical failures. * Remote customer communications are supported byMODBUSprotocol using R8'485 (via EK4CP3.2 &3.3), which nos||y interfaces with existing plant systems and equipment. w Set points are stored in nonvolatile nn*rnory' preventing loss during apower outage. COMMUNICATION * Single, standard 40-pin connector * J1933#2 (Accessory Data Link) * K8{JOBUS RS'485 (Customer Communication) via the EMCP3.2 & 3.3controllers GENERAL SPECIFICATIONS w Reads twelve (12) discrete inputs and sets eight (8) Form C relay outputs rated for rated resistive loads of: 2A@ 3OVOCfor Normally Closed (NC> relays 2A@ l25VAC for Normally Closed (NC) ne|oyo 2A@ 277VAC for Normally Closed (NQ relays 2A0D 30VDCfor Normally Open (N()) relays 2A @ 125 \A\C for Normally Open (NO) relays 2A@ 277VAC for Normally Open (NO) ns|nys * For inductive loads, the ratings are: 0.5A@250VAC cos 0 = 0.4 lA@25OVAC cos 0=0.O 0�84@250VAC cos 0=O.9 �-) DIK�U�����7� U������� SCRETE ". nomo "w nx I ����8U��U�K�� N����K� ��»v�o Y»v^^� �»����� CIETIERPILLAR" r� GENERAL SPECIFICATIONS (CONTU w Encapsulated inarugged aluminum housing with watertight connectors {|P87 rating) w Suitable for moist, high shock and vibration environments ~ Modules are designed for package mounting nn power generator sets or nanno1o{y' up to 800fi. w Configuration inaccomplished with Caterpillar ETService Tool, m Multiple Discrete |/] modules can be used on uJ1S39communications network. w Protected againstS5% hurn)ditynon'oondonsing' 30" [to GD" C. ~ Operating temperature range of-4O" C to 85" C (-4O°Fto186"F) —for ambient temperatures exceeding 86"C'the temperature scanner may deviate inaccuracy anadditional ±1"C. w Storable temperature range is-5U"Cto+12O"C. * Designed tomeet relevant European standards for EK8|/RFNrnnnunitywithout the use of external filtering. w K8auirnurn level of current draw of 400 nnA +5OnnAper energized relay @l3VDC w Isolation voltage: 4O00VAC <RW1S>'50/8OHzfor 1 min. between coil and contacts, 7G8VAC, 50/60 Hz for 1 rnin, between contacts of the same polarity ° System throughput: All channels are scanned in1OOnn3oc. w Input level characteristics: Low -Level input voltage: OtoU.8V High -Level input voltage: 375to24V Inputs have internal pull-up resistors. • Inputs that generate w warning rnooaage auto -reset whenever the input returns to non'activontate. * Inputs that generate ashutdown message continue tubroadcast that message until the input returns to non -active state and e reset message is received from the EK8CP3.2 or3.3. • Each output iaconfigured toactivate based upon the message that isreceived nnthe J193SData Link and can beconfigured to activate onAlarm, Shutdown or Diagnostic condition —oracombination ofall three. w Optical isolation in provided for the CAN line ~ Retains current date and time relative to synchronization every 24hours (or upon boot up) with equipment system time via an explicit command from the EMCP3.2 U&3.3— synchronization time is accurate to within 1 sec. * Converts between physical |/Oand CAN (SAE J183S>data link commands. w Monitored parameters and diagnostics aawell amnotpointsare ouotonoizab|etwcustomer specification * Module operates normally with loss of communication link, retaining configured values in non-volatile nnmnnnny. w Remains energized during engine cranking. * For JlS3Scompliance, all modules comply with the applicable portions of the following: SAE Jl93S'2l'July lS98'Data Link Layer SAE JlS3S'7l'January 20U2.Application Layer. Discrete 1/0Module Configuration Parameters: The Discrete 1/0 Module inconfigurable to display the following parameters for each nfthe available Inputs: Active State (Active High or Active Low) Input TirneDelay (O`12OnecVndo). ^/ usxs4754-01 2 DISCRETE U �� � UU l� � u nm n "� x � OUTPUT � � � � � U � �� k MODULE � � U � ��nx�" v"v�x �n����� CATERPILLAR' Available Inputs/Outputs: The Discrete ND Module isconfigured toaccept inputs for the following conditions, with the listed condition displayed at the EMCP 3 controller: Description Input Output Fuel Level Secondary Tank X X Starting Air Pressure X Fuel Pressure X Fuel Filter Differential Pressure X Fuel Level (Primary Tank) K X Engine Oil Level X Oil Filter Differential Pressure X Engine Oil Pressure X Crankcase Pressure X Air Filter Differential Pressure X Engine Coolant Temperature X Engine Coolant Level X X Extinguisher System Pressure X X Battery Voltage X Ambient Air Temperature X Inlet Air Temperature X Exhaust Temperature X Fuel Temperature X Engine Oil Temperature X EngineOvarapeod X Emergency Stop Shutdown X Gen. Bearing Temperature #1 X Gen. Winding Temperature (1'3) X Ruptured Fuel Basin -Primary Tank X X Engine Failure toStart Shutdown X Generator Frequency X Generator Voltage X Generator Reactive Power (VAR) X Generator AC Current X Generator Reverse Power (kVV) X Voltage Regulator Failure X Service Interval Warning X Air Shutoff Damper Close X X Gen. Supplying Load X X Battery Charger Failure X X Gen, Breaker Closed X X Utility Breaker Closed X X Engine in Conidovvn X Generator Control Not in Auto X Unexpected Engine Shutdown X User Defined Input (1-12) X TYPICAL CONNECTIONS —POWER AND CAN BUS: 5 6 T 8 T 4 3 � � � � � 4 3 FR oNTVIEW woouLE MOUNTED CONNECTOR oeurmC*Rm: VT13-oopu 1 x=SHIELD TYPICAL CONNECTIONS GmD — DISCRETE 1/0MODULE: DIN us*s47sm1 3 DISCRETE INPUT/ OUTPUT (I/O) MODULE CATERPILLAR' FRONT VIEW (8-Pin Connector) Grounding Lug 0.437[11.09] DIMENSIONS SIDE VIEW 5.600[142.24] 3.100[78.74] 00.250[06.35] BOTTOM VIEW 0.1630 0.500[12.70] 2.874[73.00] [ 0.293 [7.45] 0.543[13.80] 0.500[12.70] 0.256[6.35] Connectors excluded from overall dimensions. FRONT VIEW OF MODULE MOUNTED CONNECTOR DEUTSCH P/N: DRC13-40PB POLARIZING KEY INPUTS GND OUTPUTS 1 • • • • • 5 11 • • • • • 15 21 • • • • • 25 31 • • • • • 35 0 OUTPUTS 6 • • • • • 10 16 • • • • • 20 26 • • • • • 30 36 • • • • • a0 NO - Normally Open NC - Normally Closed C - Common BACK VIEW (40-Pin Connector) 3.819[97.00 2.402[61.00] ---4.006[101.76] 5.866[149.00] Dimensions: inches [mm] INPUTS Pin OUTPUTS Pin DIN1 1 NC_1 5 DIN2 11 C_1 6 DIN3 21 NO_1 7 DIN4 31 NC_2 15 DINS 2 C_2 16 DIN6 12 NO_2 17 DINT 22 NC_3 25 DIN8 32 C_3 26 DIN9 3 NO_3 27 DIN10 13 NC_4 35 DIN11 23 C_4 36 DIN12 33 NO_4 37 GND 4 NC_5 8 GND 14 C_5 9 GND 24 NO_5 10 GND 34 NC_6 18 C_6 19 N0_6 20 NC_7 28 C_7 29 N0_7 30 NC_8 38 C 8 39 N0 8 40 www.cat-ElectricPower.com LEHE4754-01 (04-05) Materials and specifications are subject to change without notice. The International System of Units (SI) is used in this publication. 0 2005 Caterpillar All Rights Reserved. Printed in U.S.A. CA a U�����N��� N��� ��U� ��NY�N��0— �� �����m�.���� ANNUNCIATOR The EK4CP4RS'485annunciator serves todisplay generator set system alarm conditions and status indications. The annunciator has been designed for use onthe EK8CP4RS'485annunciator data link for remote applications, providing customers with enhanced site flexibility. The EK4CP4annunciator isconfigurable tothe standards ofNFPA89/1l0for emergency standby generator systems. One local annunciator will bemounted OOthe generator set FEATURES mThe EK4CP4annunciator provides sixteen (18) individual points ofannunciation, with two (2) LED'sincluded for each point. * An additional pair ofLED's provides status indication ofthe R8'4O5communication network. * Includes alarm horn with lamp test and alarm acknowledge pushbuttons. w Configurable toNFPA8S/11Drequirements for local and remote annunciation onemergency standby generator systems. * Provides custom label kit including software for customer's specific alarms and arrangement w Designed and tested to meet stringent impulse shock and operating vibration requirements w Uses high quality shielded twisted -triad cable for robust remote communications w Graphic oyrnbo|o are provided next to each pair toindicate various alarms and events * The annunciator can bemounted remotely upto120Orn(4'OOOft). w Provides superior visibility of the LEO'e in direct sunlight W 1W � �0n°��' �� SPECIFICATIONS Technical Data Electrical Battery Voltage Functional Range: 9to32VDC Power Consumption Maximum: °^ 12watt at24VOC Standby: —5watt at24VDC Control Power: 12'24VDC Communication: RS'485 Single, O'pinConnector Alarm Sound Level 80db PHYSICAL Weight ENVIRONMENTAL Operating Temperature 2.5|bur— 1]3kg -40Cto7O"C -40" Fto 158" F Storage Temperature -50"Cto70°C -580Fto1580F Relative Humidity 90Y6 CERTIFICATIONS ULRanognized fl EMCP 4 cAr �.J r-1 J t L- J J rl t: LED COLOR SCHEME Each pair of LED's on the annunciator consists of two of three colors: green, yellow and red, which allows for custom configuration of status, warning and shutdown conditions. The available colors and combinations are: Row LED 1 LED 2 1 Red Yellow 2 Red Yellow 3 Red Yellow 4 Red Yellow 5 Red Yellow 6 Red Green 7 Red Yellow 8 Red Yellow 9 Red Yellow 10 Red Yellow 11 Red Yellow 12 Red Yellow 13 Green Yellow 14 Green Yellow 15 Red Green 16 Red Yellow LEHE0142-01 (05-101 STANDARD LED CONFIGURATION • Emergency stop shutdown • Overcrank shutdown • Low coolant temperature warning • High coolant temperature warning/shutdown • Low oil pressure warning/shutdown • Overspeed warning/shutdown • Low coolant level warning/shutdown • Low fuel level warning/shutdown • EPS supplying load status • Control switch not in auto warning • High battery voltage warning/shutdown • Low battery voltage warning/shutdown • BATT charger AC failure warning/shutdown • Low cranking voltage • Engine running • Tier 4 SCR Annunciator Dimensions A 1 8mm 6,22in B 60 mm 2.37in 288 m1ra 1,34 in Information contained in this publication may be considered confidential. Discretion is recommended when distributing. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "Power Edge" trade dress as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. www.Cat-ElectricPower.com OO 2010 Caterpillar All rights reserved. Printed in U.S.A. Attachments us Picture shown may not reflect actual configuration Features • Microprocessor based control featuring choice ofthree control modes standard: -Automatic Voltage Regulation (AVFl) -Power Factor Regulation (PF) -Reactive Power Regulation /Vor> * Programmable stability settings w Soft start control with an adjustable time setting inAVRcontrol mode ° Dual Slope Underfrequenoy(vo|ts/hertz) regulation ° Three-phase orsingle-phase generator voltage * (RMS) sensing/regulation inAVRmode w Single-phase generator current sensing for regulation purposes * Field current and field voltage sensing * Five contact sensing inputs for system interface * One common LED for visual indication of Alarm and Shutdown fault conditions • Fault Shutdown Driver and Alarm Output Driver for indication ofAlarm and Shutdown fault conditions • Generator paralleling with reactive droop compensation and reactive differential compensation ° Line drop compensation ~ Remote communication interface via CAN 2.013 * Ton generator protective functions w UL5OBARecognized and CEcertified I Y, D^g^t°mU Voltage Regulator The Co0@Digital Voltage Regulator ksm microprocessor based control designed toprovide precise voltage control, robust transient response, and generator protection with industry leading features and versatility, Worldwide Product Support a Worldwide parts availability through the Cat dealer network. 0 Over 1.8O0dealer branch stores operating in158countries. 0 99.7% nfparts orders filled within 24 hours. The best product support record inthe industry. ° Cat dealer service technicians are trained to service every aspect ofyour electric power generation system. �� ��Comp|ete System Integration Fully designed and factory tested to work seamlessly with Cat Generator using Shunt. PrWG, orAF(EP excitation systems and EyWCP controls. r7 Ls*s3225-01 I Attachments CAT I I \ 1 fl r r- n k f 4,‘ L, _ fl L w Specifications General Specifications Voltage Regulation t 0.25% no load to full load Temperature Drift t1.0% for a 40° C change Response Time Maximum of 10 milliseconds Variable Sensing Range 90 to 600 Volts Control Power 24 Vdc Supply (18 to 30 Vdc, 5VAI Regulator Filtering THF 3% per tEC34-1 TIF of 50 NEMA MG1-22.43 Harmonic Tolerance 0.5% Voltage regulation with 40% THD Weight 1.47 kg (3.25 Ib) Environmental Operating Temperature -40° C to 70° C (-40° F to 158° FI Storage Temperature -40° C to 85° C (-40° F to 185° F} Relative Humidity 95°Y. non -condensing 30° C to 60° C Salt Spray 5% for 48 hrs at 38° C at 115% nominal operating voltage Vibration 4.5G (peak) 18-2000 Hz in 3 perpendicular planes Shock 20G Certifications CE Approved UL Recognized CSA Listed Protective Functions • Generator Overvoltage • Generator Undervoltage • Loss of Excitation • Instantaneous Field Overcurrent • Over Excitation • Loss of Sensing • Diode Fault Monitor • Internal Watchdog Failure • Internal Memory Failure • Fault Reset Closed Too Long LEHE3225-01 2 c- Attachments L t L) L Programmable Variables Range of Adjustment Voltage vs Frequency Characteristic Two slopa ranges adjustable from 1 to 10 PU in 0.1 increments Fine Voltage Level -10% to +10% in 0.1% increment Droop Adjustment 0 to 10% in 0.1°,10 increment Overvoltage Setpoint Overvoltage Time Delay 105 to 135% of rated voltage in 1.0% increment 2 to 30 seconds in 1 second increments Undervoltage Setpoint Undervoltage Time Delay 80 to 95% of rated voltage in 1.0% increment 10 to 120 seconds in 1 second increments Gain to 20% in 0.1% increments Single Phase or Three Phase Sonsing Under Frequency Point 20 to 40 Hz Knee Frequency 45 to 65 Hz in 0.1 Hz increments Minimum Voltage Setpoint 50 to 100% of rated voltage Var Operating Mode 100% to -100% in 0.001 increments PF Operating Mode 0.6 lead to 0.6 lag in 0.01 increments Line Drop OM Compensation 0 to 10% in 0.1% increment Loss of Excitation Loss of Excitation Time Delay 0.1 to 1.0 PU leading vars 0.1 to 9.9 seconds in 0.1 second increments Over Excitation lime Delay — Fixed Time Option 0 to 12 Adc in 0.1 Adc increments 0 to 10 sec in 0.1 sec increments Loss of Sensing Time Delay 0 to 25 sec in 1 sec increments Diode Fault Monitor 1 to 10A rms field ripple current Soft art Function 1 to 120 sec REGULATION CHARACTERISTIC — FIGURE 1 100 r- ) 75 12 1 50 25 Underfrequency Point (20-40 HZ) Generator Output Voltage 14 20 ' 40 60 80 100 % of Nominal Frequency Decreasing Slope 1 — 10 V/HZ} Decreasing Slope 2 (1 —10 V/HZ) 5 Hz (Fixed) Minimum Voltage Setpoint (50-100%) Knee Frequency AT LEHE3225-01 Attachments AT n 1 TLINE DRAWING - FIGURE 2 POC117-i6 05-20-Cla 2.87 (72.9) 2.81 (71.4) 5.50 typ. (1393) �59(1.O} 0 0.16 (4,06) ------- LEHE3225-01 4 Aftachments AT" 'l ^' �I — J ` `^ r7 "-1 `^ r 7 '^ 11' r-i %,/ ^^ L_J 7 � m EXAMPLE CONNECTION DIAGRAM --FIGURE 3 wwmw �a nm ne T pl�-o rum o P" FIELD OUTPUT POWER INPUT CURRENT SENSING VOLTAGE SENSING 24\do CONTROL ~L pom/Ex GROUND VARIPF CONTROL EXCITATION DISABLE FAULT RESET RAISE/LOWER INPUTS ALARM DRIVER oxurnowm m«o»«*sm YVVDC CONTROL INPUT p9_9 m'r mm mo m-4 Fwl— p12-4u n2-9w m2-5w r,»o/+/ p12-3('> >>>>>>1> Required only for Vav/PFcontrol. Van/PFisactive with S2aclosed, inactive with 52uopen, Excitation isdisabled when closed, enabled when open. Momentary closure resets any shutdown fault. S1(SPDT.spring -return bmcenter-off position) adjusts regulator uetp irt, Nonna|ly'off,turns nnfor user alarm or trip. Analog input voltage between -10 and +10 Vdc provides adjustment of operating setpoint. External fuses should be sized to match the PMG and protect the field. Maximum fuse size should bolimited to8usumuontype KTK'12nrequivalent. Thm*phamePK8Q is shown. For single-phase 9K8G' omit P6-3oonnoc\ion. Sensing potential transformer inrequired ifline voltage exceeds 66VVac. Item not supplied byCaterpillar. When generator rotation is ACB, the connections shown for CTB should be reversed. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "PowerEdge" trade dress axwell p,corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission, www. @2016CaterpNar All rights reserved. `^ ENGINE CONTROLLER ER r_! ^/ �� ������nm �UU Engine ����u~n�n nnn u~��K��ne Controller ThaADEM' U| controller is the main Electronic Control Module (ECM) used on select diesel engines. ThaADEK4 U| control iodesigned tocontrol/ interface electronic unit injector (EU|) equipped engines. TheADEN1 U| controller iscomposed of the AOEM U| ECM, control software, sensors, actuators, fuel injectors, and interface tothe generator system. The prime benefit ofanAQEK8 ||| engine system is to better control and maintain the particulate emissions, both steady state and transient, while improving engine performance over the Mechanical Unit Injector (K0U|) engines, FEATURES RELIABLE, DURABLE All ,4DEM6Ycontrollers are designed Ansurvive the harshest environments. • Environmentally sealed, die-cast aluminum housing isolates and protects electronic components from moisture and dirt contamination. • Rigorous vibration touting ensures product reliability and durability. w Accuracy maintained from -400 Cto851 C m Beothoa| noise immunity to 100vo|ts/motnr • Internal circuits are designed towithstand shorts to +battary and -battery, SIMPLE SERVICING Each ADEM0Ysystem works /n combination with the CuO9 ET service tool software to keep the engine oper- a ringetpeakperfornrano*. m Displays measured parameters e Retrieves active and logged event code document- ing obnurnoa|nyntomoporutimo e Performs calibrations and diagnostic tests e Supports flash programming of new software into the ADEW1A|||ECM SELF DIAGNOSTICS Each /4DfM0YECM has afull compliment of diagnostics. The ECM can detect faults /nthe electrical system and report those faults to the service technician for quick repair. 9 Self -diagnostic capability pinpoints operational prob- lems in need of attention. ADVANCED FEATURES • Enhanced performance from fuel injection timing and limiting w Adjustable monitoring of vital engine pm,onnetora m Programmable speed acceleration ramp ,ate • Data link interfaces LsHs4747o1 ,-1 r—. 4D ^' ENGINE CONTROLLER ER '^ DESCRIPTION The ECM is housed inanenvironmentally sealed cast- ing. All wiring connections tnthe ECM are made using two sealed connectors: osingle seventy -pin connector and asingle one hundred twenty -pin connector. ENGINE SPEED GOVERNING Desired engine speed is calculated by the ECM and held within ±0.2 Hzfor inochronouoand droop mode. The ECM accounts for droop that im requested. The proper amount of fuel is sent tothe injectors due to these calculations. The ECM also employs 000|dovvn/ shutdown strategies, acceleration delays on startup, acceleration ramp times and speed reference FUEL LIMITING Warm and cold fuel -air ratio control limits are con- trolled by the ECM. Bootnnniu monitoring system deratma, torque Unnit' and cranking limit, programma- ble torque scaling, and cold cylinder cutout mode are standard features. FUEL INJECTION TIMING Master timing for injection is controlled by the ECM control. Temperature dependencies are accounted for in the fuel injection calculations. ELECTRONIC MONITORING Electronic monitoring cfvital engine parameters can be programmed. Warning, derm/a' and shutdown event conditions may becustomized bythe user. INFORMATION MANAGEMENT The ECM stores information tnassist with electronic troubleshooting. Active and logged diagnostic codes, active events, logged events, fuel consumption, engine hours, and instantaneous totals aid service technicians when diagnosing electronic faults and scheduling preventive maintenance, CALIBRATIONS Engine performance iooptimized through injection tinning. Auto/manual sensor calibrations are standard features. ON -BOARD SYSTEM TESTS System tests are available to assist in electronic troubleshooting. These tests include: injector aodve' tion, injector cutout and override of control outputs. DATA LINK INTERFACES The ADEM U| communicates with the EMCP 3via a dedicated communication network. ELECTRONIC SENSING The following sensing ioavailable onthe ADE&4 U|: oil pn000uvo' fuel pnaoou,o' fuel temperature, atmospheric pressure, air inlet temperature, turbo outlet pressure, engine coolant temperature, engine speed, throttle, position, exhaust temperature, oil filter pressure differential, fuel filter prnuuuno differential, air filter pressure differential and crankcase pressure, Ls*s«747*1 2 r� ^' �~N&N��^0N�N�~ CONTROLLER �`���N&N���N�)��^0 N �~�� ��N����NN���~ �=��N�� N N���JV�-N_��N�� SPECIFICATIONS Impervious to: salt spray, fuel, oil and oil additives, coolant, spray cleaners, chlorinated solvents, hydrogen sulfide and methane gas, and dust Input and output protection all inputs and outputs are protected against short circuits to +bmttery and -battery Input voltage range (24VDCnominal) 18tu32VDC Mounting engine mounted Reverse polarity protected Shock, withstands 20 g Temperature range Operating: -40»CtoBG^C(-4O«Fto185»F) Storage: -501 C to 1200 C (-580 F to 2480 F) Vibration withstands 8.0g @ 24to 2 kHz ^^ LEys47*7'01 ,_j o LJ ENGINE CONTROLLER CAT ® LEHE4747-01 (08/13) This page is intentionally left blank Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "Power Edge" trade dress as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. 2013 Caterpillar All Rights Reserved, Printed in U.S.A. CIRCUIT BREAKERS AT , J Picture shown may not reflect actual configuration Features • Moisture and fungus protection • Clear indication of breaker status • Reinforced insulation • Shunt trip • Auxiliary contacts • Load side extension bars • Maintenance -free operation • Exceptional characteristics under short-circuit conditions • Adjustable trip settings Molded Case and Insulated Case Circuit Breakers: C27-C175 North America built packages (50/60Hz) R-Frame 1200-5000A (UL) Conformity with International Standards Circuit Breakers have been designed to comply with the international standard IEC 60947-2 as well as these other major standards: R-Frame UL 489 IEC Standard 60947-2 CSA 22.2 No 5-02 Federal Specification W-C-375B/GEN NEMA AB1 NMX J-266 UTE, VDE, BS, CEI, UNE LEHE1206-04 01 r�' � ^ ' mC=r�C°�uu BREAKERS ~ ' Standard Features � Standards * UL-C8A o L-Frame ° Voltage Rating: 24-3DVACyVDC o P-Frame ° Operating Threshold: o R-Frame o Opening: O.35toO.TVn o NVV'Fnynne o Closing: 0.85Vn * |EC * Power Consumption: 4.5\A\ o N8-Frame * Circuit Breaker Response Time atVn: 5Oms+1-1D Shunt trip w The shunt trip provides emeans oftripping the circuit breaker electronically = Shunt trip ratings ° Voltage: 24VUC w Coil Burden (Hn|ding/|nmoh):4.5/2OOVA • Power Consumption: 4.5VA Auxiliary contacts The auxiliary contacts provide ameans of remote circuit breaker position indication and consists of(1)Form CContact (1Normally open and Normally closed contact) with the following current ratings: 64@24O-48UVAC, 50/8OHz Trip units All circuit breakers come equipped with True RrWBCurrent Sensing. The trip units for each ofthe circuit breaker ratings sample the current waveform toprovide true RKn8 protection through the 15th harmonic. This true RK8Ssensing gives accurate values for the magnitude ofmnonoinuooidm|waveform. Therefore, the heating effects mfharmonically distorted waveforms are accurately evaluated, The trip system comes equipped with aset of current transformers (CT'e)tosense current, a trip unit toevaluate the current, and atripping solenoid to trip the circuit breaker. Additionally, each trip unit comes equipped with Active Thermal Imaging which is active 20 minutes before and after tripping. Customer cable connections Connections include bus for installation 02 'CIRCUIT T. 1.- fl _J 7 -1 1 7-1 Circuit Breakers Table Cat' Part ---r Number1 Frame and RatingIECIUL ,, (Amps? e. No. poles Operation Trip Unit , Circuit Breaker Characteristics ' Options Instantaneous Oyerride, oiik NMS) +h, 10% 4543488 3000A R-Frame MCCB UL 3P .,„ MO 6.0P LSIG-P Table 9 1 Aux Contact, Shunt Trip, Modbus r' 1 7" 1 LJ n t _) r- LEHE1 206-04 03 CIRCUIT BREAKERS CAT fl k J Circuit Breakers Characteristics (Continued) Model R-Frame Number of Poles Rated Current (Amps) 1600- 3000A (UL) Voltage Rating (VAC) 600UU 690 IEC Interrupt Rating (UUCSA) (60Hz) - kA RMS 240V 100 480V 65 600V 25 IEC 647-2 Rating (50/60Hz) - kA RMS Icu 240V 65 3801415V 50 Ics 240V 35 380/415V 25 J F-1 LJ fl fl Table 9 LJ LEHE1 206 3 3 20 CIRCUIT BREAKERS P, R, NS-Frame Long -Short Trip Curve and NW -Frame Long -Short Trip Curve CURRENT IN MULTIPLES OF Ir (Ir = LONG-TIME SETTING x In) Long-time Pickup and Delay Short -time Pickup and I2t OFF Delay The time -current curve information is to be used for application and coordination purposes only. Curves apply from -30°C to +60°C ambient temperature. AT. Notes: 1. There is a thermal -imaging effect that can act to shorten the long-time delay. The thermalimaging effect comes into play if a current above the long-time delay pickup value exists for a time and then is cleared by the tripping of a downstream device or the circuit breaker itself. A subsequent overload will cause the circuit breaker to trip in a shorter time than normal. The amount of time delay reduction is inverse to the amount of time that has elapsed since the previous overload. Approximately 20 minutes is required between overloads to completely reset thermal - imaging. 2. The end of the curve is determined by the interrupting rating of the circuit breaker. 3. With zone -selective interlocking on, short -time delay utilized and no restraining signal, the maximum unrestrained short -time delay time band applies regardless of the setting. 4. Total clearing times shown include the response times of the trip unit, the circuit breaker opening, and the extinction of the current. 5. For a withstand circuit breaker, instantaneous can be turned OFF. See Page 22 for instantaneous trip curve. See tables on pages 03-18 for instantaneous override values.. 6. Overload indicator illuminates at 100%. CURRENT IN MULTIPLES OF Ir (Ir = LONG-TIME SETTING x In) LEHE1206-03 24 r CIRCUIT BREAKERS T. C 2.J fl J n P, R, NS-Frame Instant Curve and NW -Frame Instant Trip Curve MULTIPLES OF SENSOR RATING (In) 4,;,. /-: ;woo - i t-i- aoo :12 4.„oo g 8 s000 woo 7000 :1 -4-; -44 ; „i_ , ; ,_;_,.;,..„.; I + t- : 4,:•• : 1-4 1: i i 1 4:, • : ''''' , ,, .t.- • : 4,4- +;;;;; 1 t : : I : , :::::: 4-4 1 ."'" • ; ; , . , , , ; — 4 —1- ' '1'.' Y. . , . . . . . 1000 900 • + so 4-44- - 4-msTANTANeOU;S::, ' 444; :4,47 000 200 I • 70 3 • .02 4- ,4 14 .1: ; 1- i;, CLE : 1 4 14 721 3 43 143 1 , CYCLE-1 : ;4- , , • , • - : , , "9- 144 44444411444444 MULTIPLES OF SENSOR RATING (In) 150 .012 .01 1:07 Instantaneous Pickup 2x-15x and OFF The time -current curve information is to be used for application and coordination purposes only. Curves apply from -30° to +60°C ambient temperature. Notes: 1. The end of the curve is determined by the interrupting rating of the circuit breaker. 2. Total clearing times shown include the response times of the trip unit, the circuit breaker opening, and the extinction of the current. 3. The instantaneous region of the trip curve shows maximum total clearing times. Actual clearing times in this region can vary depending on the circuit breaker mechanism design and other factors. The actual clearing time can be considerably faster than indicated. Contact your local Sales Office for additional information. 4. For a withstand circuit breaker, instantaneous can be turned OFF. See tables on pages 03-18 for instantaneous override values. 5. See page 22 for long-time pickup, long-time delay, short -time pickup, and short time delay trip curves. LEHE1206-04 25 CIRCUIT BREAKERS TIME IN SECONDS 61 P, R, NS-Frame Gound Curve and NW -Frame Ground Fault Trip Curve MULTIPLES OF SENSOR RATING (In) 10000 9000 6003 ,sue 900 600 i00 609 20 16 5TRA4NED ND -FAULT .10 os ; GROttNE FAULT"""" 0 ,m :OFF DELAY)_. QELAT ,NDS'A k MULTIPLES OF SENSOR RATING (In) 1.0 6030 .0 2000 1500 1000 930 100 60 ea m 10 AT. Ground -fault I2t OFF and ON In <_ 400 A The time -current curve information is to be used for application and coordination purposes only. Curves apply from -30°C to +60°C ambient temperature. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "Power Edge" trade dress as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. LEHE1206-04 (10/18) ©2018 Caterpillar cat.com/powergeneration All rights reserved. GENERATORS CATERPILLAR n r-} Mechanical Rotation Power Input Electrical Power Output Sense Main Field (rotor) Diode Bridge BLOCK DIAGRAM OF PMG Power AVR12 - PERMANENT MAGNET GENERATOR The permanent magnet generator (PMG) option upgrades the excitation system of the generator from the standard self-excited system to a separately -excited system. The PMG couples to the non -drive end of the generator and provides an independent source of excitation power that ensures initial voltage build-up. The PMG improves the voltage response of the generator during transient load application, such as motor starting, and provides a sustained short-circuit current for the operation of protective devices. Isolation of the excitation power ensures that regulation is not affected by non -linear distorting loads. Stator of PMG Permanent Magnet nField I 1 (rotor) www.cat-ElectricPower.com Market: N. America LEHE4015 (01-05) 1 Information contained in this publication may be considered confidential. Discretion is recommended when distributing. Materials and specifications are subject to change without notice. CO 2005 Caterpillar All Rights Reserved. Printed in U.S.A. o���������� BATTERY CHARGER QATERPILLAff Image Shown may not Reflect Actual Package SPECIFICATION Input Supply 11U42OV ACand DCFuses (2 input and 2output) Output voltage 24V Frequency 50/60Hz Operating temperature '20^C(-4°F) ko+80^C(14O~F) Housing constructed ofrustproof anodized aluminum. STANDARDS ~C'ULlisted toUL123G 'NFPA70'NFPA110 'CSA22.2No107certified UL1584 ~CEDDCbzENG0335 'IBC Seismic Certification U�8 ���n AMP BATTERY n��~ ��� ����N— ERY CHARGER This bo#an/ charger ofh»na aoourata, automatic charging oflead-acid and nickel cadmium batteries. The output voltage automatically adjusts b]changing input. load, battery and ambient conditions. This prevents battery over -charging and consequent loss ofbattery electrolyte. Standard features include ACline compensation, precision voltage regulation, current limiting, automatic 2'naba ohorging, voltmeter and ammeter, temperature compensation and ULListing. The user interface iseasy tounderstand with digital metering, NFPA 110 alarms and a battery fault alarm. FEATURES 'Electronically current limited ot1O5%ofrated output Alarm system Digital Display 'Lightning and voltage transient protection 'Protection ufconnected equipment against load dump 'Constant voltage, current limited, 4'nobaautomatic equalization '|P2Ohousing Temperature Compensation 'Onboard temperature sensor with remote port `ACisolated from DC 'Auto ACline compensation 'Output regulated bysensed battery voltage BATTERY CHARGER CATERPILLAR' ) 71 13.06" (332 mm) 4. -1 fl 13.95" (354 mm) 6.83" (173 mm) NFPA 110 alarm package as follows: • AC on • AC fail Output Input Amps Volts Hz Volts ,20 24 24 50/60 110 120 208-240 --' Height Weight 4Widthmm iDepth 4, 35 73mm 332 roll, (13.93") (6.83") (13.06") 1 k. -Is *r, (4 2Ib)''' Feature code BTC 20A2 Green led (indication) Red led and form C contact (2A) • Float mode LED • Fast charge LED • Temp comp active LED • Low battery volts Red led and Form C contact • High Battery Volts Red led and Form C contact • Charger fail Red led and Form C contact • Battery fault Red led and Form C contact - Battery disconnected - Battery polarity reversed - Mismatched charger battery voltage - Open or high resistance charger to battery connection - Open battery cell or excessive intemal resistance Information contained in this publication may be considered confidential. Discretion is recommended when distributing. Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "Power Edge" trade dress as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. LEHE0140-00 (03-10) www.Cat-ElectricPower.com ©2010 Caterpillar All Rights Reserved. Printed in U.S.A. 7 -1 r- fl 1-1 fl fl fl L ,/ 7 -1 LJ LJ fl fl J ,1 J r ec AC Input Voltage Input current Frequency Input protection Charger Output Nominal voltage ratings Optional voltage rating Battery settings Regulation Current Electronic current limit Charge characteristic Temperature compensation Output protection Standard 4-rate charging Fast volt limit Float volt limit a) 0 Current limit c ti. s 110-120/208-240 VAC, +10%, single phase, field selectable 10A charm: 5.6/3.3 amps maximum > (t4014Aterill4 9,#TIPsr0041M91A 60 Hz +5% standard; 50/60 Hz ±5% optional 1-pale fuse, soft -start, transient suppression 12 or volt nominal) Six discrete battery voltage programs - Low or high S.G. flooded - Low or high S.G. VRLA - Nickel cadmium 9, 10, 18, 19 or 20 cells ±0.5% (1/2%) line and load regulation 10 or 20 amps nominal 105% rated output typical — no crank disconnect required Constant voltage, current limited, 4-rate automatic equalization Enable or disable anytime, remote sensor optional Current limit, 1-pole fuse, transient suppression Charger in "fast charge mode" Transition from current limit to fast charge voltage limit Battery current acceptance Constant current charge Transition from fast charge voltage to / float voltage harger in "float mode" High -rate Finishing taper charge charge Maintaining charge User Interface, Indication and Alarms Digital meter Automatic meter alternately displays output volts, amps' Accuracy ±2% volts, ±5% amps Alarms LED and Form C contact(s) per table: rAL ry4-, Wke, AL, , Front panel status display 4kt,Wit 4ffiXt,Ir Alarm System Functions Alarm code "C" (meets requirements of NFPA 110) AC good Float mode LED LED Fast charge Temp comp active AC fail LED LED LED and Form C contact2 Low battery volts High battery volts Charger fail LED and Form C contact2 LED and Form C contact2 LED and Form C contact2 Battery fault3 LED and Form C contact2 1. Three -position jumper allows user to select from three display settings: alternating volts / amps (normal), constant volts, or constant amps 2. Contacts rated 2A @ 30 VDC resistive 3. Battery fault alarm indicates these fault conditions: - Battery disconnected - Battery polarity reversed - Mismatched charger battery voltage - Open or high resistance charger to battery connection - Open battery cell or excessive internal resistance Ww • • I L. .1 e•-•1 L__J fl L_e L._ 7-1 7-1 Ls) LJ n n fl Controls AC input voltage select Optional 12/24-volt output select Battery program select Meter display select Fast charger enable/disable Temp compensation enable Remote temp comp enable Environmental Operating temperature Over temperature protection Humidity Vibration (10A unit) Transient immunity Seismic Certification Agency Standards Safety Agency marking EMC NFPA standards Optional agency compliance Construction Housing/configuration Dimensions Printed circuit card Cooling Protection degree Damage prevention Electrical connections Werrenty 6.anderd-warrerrty Opt•ieriel--werrettiy CAT Warranty 4rtput Field -selectable switch Field -selectable two -position jumper Field -selectable six -position jumper Field -selectable three -position jumper Field -selectable two -position jumper Standard. Can be disabled or re -enabled in the field Connect optional remote sensor to temp comp port Simple field adjustments -20C to +60C, meets full specification to +45C Gradual current reduction to maintain safe power device temperature 5% to 95%, non -condensing UL 991 Class B (2G sinusoidal) ANSI/IEEE C62.41, Cat. B, EN50082-2 heavy industrial, EN 61000-6-2 IBC 2000, 2003, 2006, 2009 Maximum Sds of 2.28 g, Optional OSHPD pre -approval C-UL listed to UL 1236 (required for UL 2200 gensets), UL Category BBGQ, GSA standard 22.2 no. 107,2-M89 CE: 50/60 Hz units DOC to EN 60335 60 Hz: C-UL-US listed 50/60 Hz: C-UL-US listed plus CE marked Emissions: FCC Part 15, Class B; EN 50081-2 Immunity: EN 61000-6-2 NFPA 70, NFPA 110. (NFPA 110 requires Alarms "C") OSHPD pre -approval Material: Non -corroding aluminum. C-UL listed enclosure. See Drawings and Dimensions page for details Surface mount technology, conformal coated Natural convection Listed housing: NEMA-1 (IP20). Optional IP21 drip shield. Optional NEMA 3R enclosure Fully recessed display and controls Compression terminal blocks fl 1. _J n r-1 J Cat® Batteries Cat Batteries — Greater Starting Power — Lower Maintenance — Longer Life Cat Premium High Output (PHO) batteries are used in all Caterpillar Machines and Engine Gen -Sets. They are designed to meet stringent Caterpillar design specifications, which provide industry leading cold cranking amp (CCA) capability and maximum vibration resistance. Maintenance Free or low maintenance designs are available in wet and dry configurations. General Service Line batteries are available in Maintenance Free or low maintenance designs and in wet or dry configurations. Wide selections of BCI group sizes are available for automotive, light truck„ bus, industrial, agricultural, marine, recreational and valve regulated (VRLA-AGM & Gel) applications. Caterpillar. The difference counts. - Cat Dealers define world — class product support. We offer you the right parts and service solutions, when and where you need them. The Cat Dealer network of highly trained experts keeps your entire fleet up and running to maximize your equipment investments. CIIERPILLAR® L. 1 r 1 Li _J n fl fl fl LJ n I a i i VV 0 s Tauqhest Batteries ', 2", -v• ' " to, , , , izisr ' ..,.....„,- ...„. Premium High Output - Maximum Vibration Resistance • Vibration Resistance...five times the Industry Standard • Exclusive "flat top" BCI group 4D & 8D batteries are Maintenance Free and have the industries highest cold (CCA) .),,. :"---:;;,,...„: - 4.- .., . , . 0 ,^ , . , ear - cranking amps • Popular BCI group 31 Maintenance Free batteries with industry leading cold cranking amps...up to 1000 (CCA), for electric power, machine or on -highway truck and bus applications. Deep cycle models available for truck, marine or recreational usage Four 101-4000 Dry 8D Size batteries will be provided with the generator set. Sp ec. f. ca ons forCat Premium High Output Batteries Avalla e Woddwide Nosoloal_Weigtu BCI Overaltjtitttorision$ OCI Cold Reserve Amp Hr. Add Water Nominal Group Cranking Capacity Capacity Maintenance Length Width Height Wet Dry Acid to Fill Size Part No, AmpsMinutes' volts @ 20 Hrs. Construction Check Hours In (mm) In (mm) to (mm( Lb (kg) Lb (kg) tit (liter) 8D 153 5720 1500 465 12 210 C MF 20,17 (526) 10 8(27c) 9 76 (248) 132 (60) 8D 1014000- 1400 400 12 190 1.AC.t. 1000 20.7 (526.5y 10.96 (Z78) 9.76 (249) 132 (60), 86 (39) 18,0 (17.0): 4D 153-5700 1125 305 12 145 C MF 20.47 (520) 8.58 (218) 9.76 (248) 101 (46) - - 40 9X-9730 1300 400 12 190 LAC+ 1000 20.75 (527) 8.58 (218) 9.76 (248) 119 (54) 81 (37) 14. (14.0) 4D 9X-9720 1000 275 12 140 LAC+ 1000 20.75 (527) 8.58 (218) 9.76 (248) 101 (46) 59 (27) 15, (15.0) 31 175-4390 1000 180 12 90 C/S MFA 12.9(328.4) 6.74 (171.2) 9.29 (236) 60 (27) - - 31 175-4370 825 190 12 100 C/S** MFA 12,9 (328,4) 6.74 (171.2) 9.29 (236) 60 (27) - - 31 175-4360 710 185 12 100 C/S".* MFA 12.9 (328.4) 6.74 (171.2) 9,29 (236) 60 (27) - - 31 250-0480 710 185 12 100 M0T*** F 12.9 (328.4) 6.74 (171.2) 9.29 (236) 60 (27) - - .... 31 115-2422 1000 170 12 90 C SAE MFA 12.9 (328.4) 6.74 (171.2) 9.46 (240 3) 60 (27) - - 31 115-2421 950 170 12 90 C SAE + MFA 12.9(328.4) 6.74 (171.2) 9.46 (240,3) 60 (27) 44 (20) 6.6 (6,2) 31 9X-3404 950 165 12 100 C SAE MF 13 (330.2) 6.77 (172) 9.46 (24(13) 58 (26) - - 31 3T-5760 750 165 12 100 C SAE MF 13 (330,2) 6.77 (172) 9.46 (240.3) 55 (25) - - 24 153-5656 650 110 12 52 SC MF 10.98 (278.9) 6.85 (174) 9.0 (229.1) 39 (18) - - 65 230-6368 880 140 12 80 SC MF 11.9 (303.4) 7.5 (190.8) 7.5 (191A) 45.5 (21) - - 74 153-5660 650 110 12 52 SC* MF 10.98 (278.9) 7.0 (178.2) 8.15 (206.9) 39 (18) - - 58 175-4280 500 70 12 35 SC MF 9.96 (253.1) 7.2 (182.5) 6.9 (176) 31 (14) - - 2 153-5690 765 210 6 90 LAC+ 1000 10.24 (260) 6.8 (173) 8.72 (221,6) 37 (17) 22 (10) 4.8 (4.5) Construction Notes: LAC = I...ow Maintenance. Hybrid Construction ..... tiligged Nsigri * Bui1t."1-Re1iobIerti C = Calcium Lead Alloy Grid Design MF = Maintenance Free MFA = Maintenance Free with Accessible Vent Caps S = Stud Terminals = Shipped Dry Only * = Side Terminals ** - Starting and Deep Cycle Battery *** = Deep Cycle and Starting Battery " = For 30 seconds at 0° F (-I 8° C) ' - Minimum of 25 amp output at 80° F (27° C) SAE = Uses SAE Posts SDI = Dual, Top mounted Tenninals, Stud and SAE Post, Marine Deep Cycle/Starting Battery SC - Silver (Ag) Calcium Alloy Grids for resistance to high underhood temperatures *Positive and Negative plates are anchored to container bottom and locked at the top of cell element for maximum vibration resistance. r *, • Heavy-duty forged terminal post bushings provide max -imam strength and resistant:6 to acid seepage, • Hefty fall -frame gridk no sham edges, optimuirticidipaste combination provides better charge acceptance after deep discharge. * Manifold vented cover with built-in Flame Arrestor. .a safety feature that directs corrosive gases away from the battery an4 hold-downs, *l'hick, robust container resists rugued treatment typical of heavy-duty commercial use. Embossed pat nturtint* desmpturb forrY servi=bility, ''7 La the generator set. GP 2E 3 EH 4EH GP 3EE & 3ET 64'219. 229.22E 22HE 22118 24E 248, 26R. 21F.110.33.340, 35. 36A. 41, 48.49.51A. 54.55.56.5811.85, UI B(q, 22NL 29 HA, 3a12. 21 HE 2S1F _ 6-Volt GP 1,2,3,1 50,10, GC2, GC2H, 30. + 17 HF.19L GP 40R, 41, 42,43 96R, 97R, 98R Side Terminal GPM. 71, 72, 73, 74 15, 76, 77, 7B,101 GP21, 24, 24H, 25.26. 21, 27H, 29H, 300,34,50, 51, 52, 51, 58, 59,65.86,U1,12L211 1126. TERMINAL) _ Transit Bus Terminal for 80 Part # 250-0473 One piece end terminal. Right end of Battery. 1 /2" -13 Steel Positive Stud 3/8" -16 Steel Negative Stud Cat Premium High Output Batteries — Built Tough to Exceed Demanding Performance Test Requirements: 100 hour Vibration Testing — Five Times the industry Standard • Battery must be able to withstand vibration forces without suffering mechanical damage, loss of capacity, loss of electrolyte or without developing internal/external leaks • Battery must pass a high rate discharge test after the vibration testing Five 72-hour Deep Discharge/Recharge Test Cycles • Battery must recover to 25 charging amps within 20 minutes and meet Industry Electrical Performance Standards 30 Day Complete Discharge Test • Battery must recover to 25 charging amps within 60 minutes and meet Industry Electrical Performance Standards after recharging SAE J2185 Life Cycle Test • Battery subject to deeper discharge and charge cycles at extreme temperatures not normally encountered in starting a machine or vehicle Cold Soak Test • Battery cold soaked at sub -freezing temperatures and then tested by starting an equally cold engine Battery Accessories Group 31 - Charging Posts for Stud Terminals - Part # 4C-5637 Screw -in Charging Posts for Side Terminals Part # 4C-5638 Wing Nut -- Part # 2B-9498 for Part #'s 175-4390r 175-4370r 175-4360t C-3628 Wing Nut Part # 3B-0723 for Part #'s 8C-3638 and 8C-3639 Digital Battery Analyzer - Pan #F 177-2330 Battery Voltmeter Part # 4C-6600 Battery Load Tester Part # 4C-4911 Booster Cable 12' (3.66 m) Part # 4C-4933 Booster Cable 20' (6.00 m) Part # 4C-4937 Heavy Duty Comtercial Fast Charger (1 1 OV) Part +# 4C-4921 Heavy Duty Commercial Fast Charger (220V) Part # 4C-4910 Extra Vent Caps (6) for Dry Batteries Part # 7N-0060 Note: Ratings and Part Numbers are subject to change without notice. �r Recycle all scrap batteries. � We accept lead -acid batteries for recycling. r - / fl 11.-J fl r---1 r ) 7-1 LJ 7- ), LJ f 7 -1 n Cat Batteries World Wide Application Flexibility Marine Commercial Vessels Maintenance Free 4D, 8D and Group 31 Batteries. General Service Line Line valve regulated (VRLA) Gel batteries. High Marine Cranking Amps (MCA) and Deep Cycling capabilities. zff Marine Pleasure Craft Premium High Output BCI Group 31, Dual Terminal Deep Cycle Batteries. General Service Line BCI group 24M, 27M and 8V sizes. Automotive -Truck -Bus & RV A wide selection of popular BCI group sizes. Maintenance Free, Severe Service and Deep Cycle models. Application Specific Group 31 Truck Batteries. Commercial & Recreational A wide selection of premium batteries in most BCI group sizes for light commercial, recreational, agricultural and industrial applications. Electric Power Generation Premium High Output Maintenance Free and Accessible batteries in BCI group 4D, 8D, & 31 sizes. High Cold Cranking Amp (CCA) Capability. General Service Line valve regulated (VRLA) AGM batteries for UPS or stationary power applications. Construction & Mining Premium High Output Maintenance Free batteries. BCI group 4D, 8D and 31 Sizes. Industry leading cold cranking amps (CCA) and maximum vibration resistance. 7 It_ L 1 17. I Cat Batteries Heavy-duty Forged Terminal Post Bushings • 7,7777.77.4777-7r: Heavy-duty Grids Rugged Separators A 7i7 Built-in Flame Arrestor Robust Reinforced Case Vibration Resistant Plates & Elements Robust Components = Long Life ± Reliable Starts • Heavy-duty forged terminal post bushings provide maximum strength and resistance to acid seepage that causes corrosion and black posts. Thicker internal terminal posts provide lower electrical resistance and higher cold cranking amp output, • Rugged microporous polyethylene envelope separators protect against "shorts" and vibration damage. Deep Cycle batteries utilize double insulated Glass mat separators for longer cycling life. • Maintenance Free batteries utilize calcium lead alloy on both positive and negative plates that reduces gassing and water consumption. Automotive batteries have Silver (Ag) Calcium Alloy Grids for resistance to high underhood temperatures. • Heavy-duty, full frame battery grids with no sharp edges. An optimum acid/paste combination provides better charge acceptance after a deep discharge. • Positive and Negative plates are anchored to the container bottom and the cell element is locked at the top for maximum vibration resistance. Straps are thicker, heavier and cast (not welded) into the plates. • Manifold vented cover with built-in Flame Arrestor...a safety feature that directs corrosive gases away from the battery and hold-downs. • Robust reinforced case provides extra strength in all temperature extremes. Brickwork design an sides reduces chance of punctures and case flexing. Embossed part number and descriptors for easy serviceability. CAT. CATERPILLAR, their respective logos and "Caterpi!lar Yellow," as wed as corporate and product identity used herein, are trademarks of Caterpillar and may not Fie Jsed without permission, Caterpillar. The difference counts: For more information, see us today or visit our web site at www.cat.com CATERPILLAR PE11.10073-01 F;rinteci in. the U,S.A1 6 2005 C.erpilIar All Rights Reserved ATTACHMENTS �w- ~� r- ^/ r7 L-1 .-j I ^^ �_j -7 r_: `-^ [l L.^ `/ 7 `~ 'I-/ rI � Picture shown may not reflect actual configuration ��U��v���^�� ����.�A^���� ~~.,~-'~..~~ StartingMotor for C27, C32' 3512, 3516, U.S. Sourced Electric Starting Motors are used for improved engine start capability. electric motors utilize low voltage direct current and provide fast, convenient, pushbutton starting with lightweight, compact, engine -mounted components. Design m Splash -proof and environmentally protected. * Seamless one-piece solenoid case iusealed for corrosion protection. * Positive -engagement shift mechanism assures pinion-0o'r)nggear engagement prior tocranking, minimizing milled ring gears and pinions. w Epoxy impregnation and glass banding give starter armature exceptional rotation strength. * Positive spring retention in the six wide, one- piece brushes gives uniform pressure and brush wear for extended service life. ° Extra -large brush leads are used to handle the high current experienced during the cranking ofhigh-power diesel engines, w Rotatable drive housing, with 12 pomitions, allows easy repositioning ofthe solenoid switch. ° Totally Enclosed Shift mechanism. ° Bearing Lubrication and Sealing: Three sinbared-bnonzabearing extra -large oil reservoirs. Specifications * 24V w Rotation: Clockwise m Polarity: Insulated w Mounting: SAE #3 * Pinion Data: o NoTeeth/Pinion Blank: 11/12 o Pitch:0/8 * Output: 24V:8.0kVV w Weight: 34ko(75|bo) * Operation temperature range o -25^C0o+1210C ° Pressure Angle: 20^ * Oil Sealed: ±GPSI w Water Sealed: tRPSI and 350OPSI Pressure Wash Option � Heavy -Duty Applications: Two ormore units can betandem-mounted for starting large engines. 120 1W 80 60 m o 24 2D w o ^ o Starting Motor Performance Speed (rpm x 1000) Torque Ob-ft) Volts M -Output (kw) 9.0 7�5—VOm 610 4.5 ^u ,s " Out ut ""1" apomd-- Torque L_' Ls*s1300-00 1 o mm w* mm mm 10M mw ,wm wm ATTACHMENTS CAT* n L1 fl r 7 Li L. n 7-1 '7 Available Options Model Singe Dual Quadruple C27 + C32 + 3512 3512B + 3512C + 3516 + 3516B + 3516C C175-16 C175-20 + + Bronze Bearing Removable End Cap Tr Ring Dimensions Drawing Seamless, ale -Piece solenoid case Bronze Bearing Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "Power Edge trade dress as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. n LEHE 1300-00 (05/17) c,at.com/electricpower C2017 Caterpillar All rights reserved. ~ r � AoxA~m�kNInt ' / , Picture shown may not reflect actual configuration 8��� ��U� HEATER JACKET WATER nn���U u��� ��,��� U�K8���� .~.~.. Pump Caterpillar offers afactory-installed jacket water heater for improved cold -starting capability. The Jacket Water Heater with the pump imacomplete coolant pnahmebrwith thermostat, pump and all required controls. Forced circulation of the coolant delivers uniform heating throughout the entire enginm, extends element life and offers osignificant reduction inelectrical consumption. The Jacket Water Heater operates automatically when provided contacts are supplied with a 24 Volt DC signal from the engine. FEATURES * Factory Installed * Complete with hoses, thermostat and pump * Base frame mounting minimizes engine induced vibration * Automatically disconnected when engine io running via the generator space heater relay w Supplied with ULrecognized components ° Thermostat iofactory pre-set to 54^C(130~F) HEATER DESIGN DESCRIPTION The jacket water heater package iodesigned tu efficiently pre -heat the engine byheating and circulating the engine's coolant. This design nauu|hs in the following benefits * Increase life ofheater hoses, engine seals, and heating elements. ° Improve heat transfer efficiency from elements toengine coolant. w More uniform engine temperature distribution. • Application ofethermostat with oreduced thermal differential. • Lower customer utility costs and increased heater reliability. * Heater thermostat's se¢point is preset from the factory. HEATER OPERAT|ONMW|RING A38L/om(1Uoon)pump is located otthe heater outlet b:pull the coolant through the heater. /\fixed thermostat is located inside Element enclosure box, near the outlet ofHeater and responds to the temperature ofthe coolant inside the tank. The figure below shows the general design. A.Discharge port B.Pump/motor C.Suction (behind unit) Q'Power and control wiring entrance E.Mounting base F.Element assembly G'Thurmostot 1 • ATTACHMENTS CAT* L. J v_ 4-1 J J i_J SPECIFICATIONS - Voltage 480 240 220 208 Rating 9 kW 9 kW 9 kW 9 kW Frequency 60 60 50 60 Phase Three phase Single phase Amps 11 38 41 44 Flow Rate 38 Upm (10 gmp) Pump Rating 97W Fixed Thermostat 38°C - 54°C (100°F - 130°F) Length 533.7 mm (21") Width 307.56 mm (12.1") Height 325.8 mm (12.8") Weight 25.76 kg (56.8 Ibs) 22.36 kg (49.3 lbs) 22.59 kg (49.8 lbs) 22.54 kg (49.7 Ibs) LI 0 L LEHE1 270-02 2 r ' "~O~°e"�°v=vicii � �.°�� r r�c_��.......������ Picture shown may not reflect actual configuration Generator Space Heater for 1200'1400° 1600smd 1800 Frames .only with 3512C GENERAL DESCRIPTION Humidity is a natural enemy Vfgenerators and all electrical equipment. Space heaters are designed to protect generator windings from abnormally high humidity conditions when the generator is idle. The heater maintains the air around the windings at a suitable temperature to prevent winding corrosion due bocondensation. Generator space heaters use electrical resistance and are located within the generator stator housing. Space heaters are particularly recommended for generator sets located in a low ambient and/or high humidity environment. As a further benefit, space heaters provide an excellent method of drying out a generator after long transit orstorage. Because space heaters are required only during non -operative periods, they require availability of a power source separate from the generator set itself. When the generator set is not running the heater automatically connects to the AC supply through a power relay mounted inthe control panel. Upon receiving astart signal the ACsupply is automatically disconnected bythe power relay and automatically reconnected when the start signal |s removed. The generator space heater uses two heating elements. Heater element electrical data: Voltage -12OV.Power -GDDW. Space Heaters Connection Diagram VAC High Parallel Materials and specifications are subject mchange without notice. CAT, nATsnPLu\m their respective logos, "Caterpillar YoUvw.^the "Power Edge" trade dress oowell uocorporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. 02017Catequm,, -. L, LJ r-7 LJ r L-1 r- 1 rLJ - Cat DEOTM Diesel Engine Oil for North America (Canada, Mexico, United States). Recommended Use • Cat earthmoving, commercial, marine* and on -highway truck diesel engines • Low -emission diesel engines including Cat engines with ACERT' Technology • Heavy-duty diesel engines made by other manufacturers that recommend API CI-4 PLUS, CII-4 or CG-4 category oil (See "Typical Characteristics" on page 2 for more information) • Automotive gasoline engines that require API SL category oils * Excluding 3600, C280, 3126 and 3116 MUI Marine and MaK diesel engines. The 3116 and 3126 MUI Marine diesel engines with closed crankcase ventilation systems should use Cat SAEO"^. Discover the Difference Cat DEO is developed, tested and approved by Caterpillar to meet the same high standards as al] Genuine Cat Parts. Factory -Fill —Used as standard factory -fill for Cat machines. Increased Engine Life —Resists oxidation and prevents build-up of deposits on pistons and rings. Longer Intervals —Extends oil drain intervals while providing excellent engine protection and performance when used in conjunction with our S•0•S' Services oil analysis program. Proven Performance —Tested thoroughly in Cat diesel engines including Cat engines with ACERT Technology to ensure excellent engine life and performance. Long -Lasting Protection —Improved soot control and enhanced shear stability enable oil to maintain proper viscosity for longer operating periods in Cat engines with ACERT Technology, especially those equipped with HEUI systems. SAE 15W-40, SAE 10W-30 Caterpillar. The difference counts. - Cat Dealers define world -class product support. We offer you the right parts and service solutions, when and where you need them. The Cat Dealer network of highly trained experts keeps your entire fleet up and running to maximize your equipment investment. CITERPILLAR® r 1 L_ I 0 0 fl L_ fl L_ J LJ 7.1 LJ _ fl L _1 Cat DEO Cat DEO Performance Performance Requirements Test Commercial Cat DEO ECF-1 Cat 3406E Endurance Test Cat Proprietary Cat C13 ACERT Endurance Test Cat Proprietary Cat 3500 Series Test Cat Proprietary Cat C13 ACERT Wheel Loader Test Cat Proprietary Improved Soot -Viscosity & Shear Control High Temperature Shear Elastomer Compatibility Piston ring & Cylinder liner wear Valve train wear, sludge, oil filter plugging Aeration Control Bearing Corrosion Cam roller follower pin wear Copper, lead and tin erosion Foaming Control Viscosity Shear loss Viscosity Increase from soot Oxidation Piston deposits and oil control Tested Beyond Industry Standards In addition to the tests required for the ECF-1 classification, Cat DEO undergoes four proprietary multi -cylinder endurance tests, a variety of quality assurance tests and thousands of hours of field service. Only when it has passed all these tests can it be approved by Caterpillar. The chart to the left indicates the differences between ECF-1 standards and the proprietary standards of Caterpillar. Typical Characteristics* SAE Viscosity Grade 15W-40 IOW-30 API Service Classification Diesel Gasoline CI-4 PLUS, CI-4, CH-4, CG-4,CF-4/CF SL CI-4, CH-4, CG-4, CF-4/CF SL OEM Performance Level: Caterpillar Volvo DDC Cummins Mack ECF-1 VDS-3 93K214 CES 20071/76/78 EO-NPP '03, EO-M Plus ECF-1 VDS-2 CES 20071/76 EO-M Plus Flash Point, °C (ASTM D92) 224 227 Pour Point, 'C (ASTM D97) -30 -33 Viscosity cSt @ 40°C (ASTM D445) cSt @ 100°C (ASTM D445) I 20.5 15.5 76 11.5 Viscosity Index (ASTM D2270) 135 145 Sulfated Ash, % wt. (ASTM D874) 1.3 1.3 TBN (ASTM D2896) 11.3 11.3 Zinc, % wt. (ASTM D4951) 0.146 0.146 Gravity @ 16°C API (ASTM D287) Specific 29.3 0.880 31.8 0,867 *The values shown are typical values and should not be used as quality control parameters to either accept or reject product. Specifications are subject to change without natice. Other Recommended Oils Cat DEO TIN' 5W-40 For engines that must be started in extremely low temperatures down to -30°C(-22°F) consider using Cat DEO SYN 5W-40. This is a full synthetic diesel engine oil. S•O•S Services for early problem detection Protect your investment with Cat SOX oil analysis, the ultimate detection and diagnostic tool for your equipment. S•0•S helps you detect potential problems before they can lead to major failures and costly, unscheduled downtime. Cat Mors:Complete protection for your machine Combine Cat Fluids with Cat Filters for the highest level of contamination control and protection for your machine. We recommend Cat Filters for all Cat machine applications. Health and Safety Under normal conditions of intended use, this product does not pose a risk to health. Excessive exposure may result in eye, skin or respiratory irtitation. Always observe good hygiene measures. Read and understand the Material Safety Data Sheet (MSDS) before using this product. For a copy of the MSDS, visit us on the web at www.catmsds.com. CATERPILLAR° r 7 1_ I PENJOB5 wwwatcom 01058 Caterpillar All;Killts Resarend Printed as USA 7 V, � i` _ Z'� -- , � � | Recommended Use Cat ELC meets or exceeds the requirements of the following specifications and guidelines: • Cat EC-1 °TIVICRP-329 °TIVICRP-338 Cat ELC also meets the performance requirements of Cummins, Detroit Diesel, International, Mack and Volvo. Discover the Difference Cat ELC is developed, tested and approved by Caterpillar to meet the same high standards as all Genuine Cat Parts. Factory -Fill —Used as standard factory -fill for 611 Cat machine cooling systems. ° Lower Maintenance Costs —Reduces engine coolant and additive costs by as much as 5O0Y6compared toconventional coolants. heliminates the need for supplemental coolant additives, extends ouo|untohungo'nutintanm/oundmdu000diop000|mquimmonto. ° Advanced Metal Protection —Incorporates anedvanoodfonnu|ataohnu|ogywithoq]unic acid additive corrosion inhibitors, such a;s a coTnbination of mono and dicarboxylates for maximum protection ofcopper,mo|der,broyo,stee[nuotimnondo|uminum ° � � �O� CATERPILLAR 0 r ^ 1W w� Ca*ENC for Maximum Coolant Life Cat DEACTIM 3QVOHour Life v, 333,000 km (200,000 miles) Cat Supplemental Coolant Additives Every 25OHours orZ5,0o0kin <l5,000 mi|ou> Cat ELC(machines and Commercial Engines) Cat Extender Every 6000 Hours* Cat ELIC (Truck Engines) ' ,x U 1o,0o0Hour Life cvVYears" (whichever comes first) "x Cat Extender Every 5D0,0OOkin (380000mi|es)* 1,0DU,0UOkm(6VV,0OOmiles) p,6Years" ° Orone'ha��the coolant oar�ue|Ue. (vvhivhevnrcomes first) These coolant change intervals are only possible with annual S-O-S Level 2 coolant sampling and analysis. ypical Characteristics* Color Strawberry Red Boiling protection with 16psi (1 bar) radiator cap 50% CatELC/50Y% water GO%Cat ELC/40Y6water (ELCconcentrate added) 1290C(266 F) 1320C(2700F) Freezing protection 50% Cat ELC/5OY6water 60Y6 Cat ELC/40%water (ELC concentrate added) '370C ('34°F) -520C('820R Nitrite (60Y6solution) 600ppm yNo|ybdato(50%solution) 530pVm *The values shown are typical values and should not be used as quality control parameters to either accept or reject product. Specifications are subjectto change without notice. CAT11'DEALERS DEF1NE.W-RLD-` ' ` CLA A rts, and service We off or you the' ht 0a solutions', when: a 'ere � 'The Cat Dealer not�vnrk � experts carl you ix Z me � ` Investment., ' � PEH,J0067-02 wVwv c at. coal ������ � �0�w ��»����~������ � ���� Printed °USA CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow" and the POWER EDGE trade dress, as well as corporate. and product identity used herein, are trademarks of Caterpillar and may not be used without permission TUVAY'S WORK. lVMURRuw'$00R0.~ AT 0 � ���°������� ���D��U ���U�a�� Primary ^^^^~~^�v Fuel Filter with U water separator for 12.3516.351613.3516C* ~ excluding 351bCEPA Tier %(2750am^) Picture shown may not reflect actual configuration General Description Fuel contamination, either inthe form of dirt Prwater, will find its way into your fuel system no matter how careful you are. Even small amount of dirt or water corrosion can start problems. Water or particulates can cause microscopic surface damage that is then focused on by the high-pressure fuel flow, which causes wear that will eventually lead to reduced efficiency and complete breakdown. Using fuel filter with water separator you will achieve system cleanliness for reliable engine operation. Features w The high-grade aluminum components and ommerooatpaints mean that corrosion is never aworry. • AdVrab|e single bolt mounting bracket doubles resistance tovibration fatigue, * Sheds water and keeps engines waterproof, rustproof and dirtpnoo[ * Polymer bowl withstands impact and temperature extremes. • Self -venting drain. Asingle twist makes draining o|ean, fast and easy. ° Unique media boincrease dirt holding capacity and extend filter life • Treated media that separates and coalesces water from fuel Specifications w Filtration Rating: 3Omicron ° Two filters on-line ° Ports: 3/4^-140PT • Maximum Pressure: 1.O3bar (15psi) • Max Flow Rate: 1362 |ph(36Ogph) • Height: 545.3mm(21.47^) * Width: 4181 mm (18.5^)vvith Bracket * Depth: 304.8 nnnn (12.0^)vvith Bracket Filter Element Specifications * Effective media area: SS8Ocnl * Weight: 0.58hm(1.3Lbo.) * Length: 213mm0.38"\ Attac:hnients CAT 1 / fl I,- 1 I 1 4-1 L J fl r, Li J LJ General Dimensions Drawing 304.8 mm (12.0") 41.91 cm (16.5) OUTLET Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "Power Edge" trade dress as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. LEHE1346-00 (07/17) cat.com/electricpower 02017 Caterpillar All rights reserved. /- Attachments ��^����N�� ��U��������� �^� ~~..~��~~~ ~~..~...,~..~ Air Cleaners fn[����� ��1�����n���1���� ._ __'__`__.~_ ._-_.__ Picture shown mav not reflect actual confiquration General Description Air cleaners reduce contaminants flowing into the air intake system, provide a high levelnfengine protection from harmful contaminants and increase engine performance and fuel efficiency. Dual element air cleaners provide additional protection for the engine, This arrangement uses two elements mounted inseries. Features ° Bement o Radial Sea] &PowerCoreTechnology v Standard Yellow Media o Optional UHEYellow Media o Safety Element * Housing o Metal, welded air cleaner Performance o 3/8-1Gmounting fasteners ° Flow Range: 7O-95cmm w Service indicator u 1/8-27 NPT IL L� _j Specification Cleaner 3512C° . 3518Band 3510C Height 588 (23]5] Width 588.5mm (23.09') Length44B mm (17.67^) 1 L General Dimensions Drawing n n L_♦ Primary Element CAT' 2X Indicator Port (-1 Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "Power Edge" trade dress as well as corporate and _J product identity used herein, are trademarks of Caterpillar and may not be used without permission. —1 LJ LEHE1437-00 (09/17) i J catcom/electricpower ©2017 Caterpillar All rights reserved. E CATERPILLAR® Visible Better CAT® FUEL,011, AND TRANSMISSION FILTERS The consistent quality of Cafli filters is your best protection. When you see inside a Cat filter, the difference is clear. The advanced design features found in Cat Filters combine to deliver maximum filtration efficiency and the protection you need to get the most out of your machine. All filters are not the same. Cat Filters have: Acrylic beads to prevent pleat bunching Spiral roving for greater pleat stability A nylon center tube to prevent metal contamination Molded end caps to prevent leaks Cat Filters have a one-piece canister During the manufacturing process the edge of the canister is folded down onto the base plate. This gives Cat Filters the ability to withstand greater pressures and virtually eliminates leaks. ,1 The acrylic beads in Cat® Filters keep the pleated filter media evenly spaced. Other brands of filters commonly experience pleat bunching, which leads to clogging and shorter change intervals. Bunching can also trigger bypass allowing contaminants to circulate through the system and cause additional wear. With Cat Filters it is easy to see the difference. Acrylic heads rigidly maintain pleat spacing to prevent bunching and to maximize the surface area throughout the life of the filter. This helps Cat Filters capture and hold contaminates until the next change interval, This can mean fewer oil changes per year, decreased downtime, and lower owning and operating costs. Cat filters have acrylic beads to keep the pleated filter media rigid and evenly spaced. Acrylic Beads UEL, OII,, -AU IRANSMISS( D.N FILTERS Spiral Roving CAT® FUEL, OIL, AND TRANSMISSION FILTERS The fiberglass spiral roving in Cat® Alters keeps filter media pleats from flexing as fluid travels through the media. With other brands of filters, pleats often flex releasing contaminants through the filter media into the 'clean' side where they cause additional component wear. The spiral roving in Cat Alters eliminates pleat movement ensuring that contaminates are captured and held. This is particularly important during machine cold start and machine shutdown. Cato Filters have a fiberglass cord wrapped around the cylinder of filter media. This spiral roving keeps pleats in place, allowing for better filtration. Filtration efficiency is directly impacted by pleat movement because the motion of pleats can allow contaminates to work their way through the media into the clean side of the filter. During testing, particle counts of filters with spiral roving were 45% lower than similar filters without spiral roving. 180 150 S 120 30 0 Spiral Roving Without Spiral Roving Cat° Filters use nonmetallic center tubes to add strength and to eliminate a source of contamination. Nonmetallic center tubes make Cat filters stronger. Other brands of filters use metal center tubes, which often carry metal contaminants leftover from the manufacturing process. These are picked up by the fluid from the clean side of the media and continue through the system to cause component wear. The center tubes in Cat filters are made out of fiberglass•reinforced nylon, eliminating a common source of metal contamination. Plus, Cat nonmetallic center tubes are 30% stronger than typical metal tubes to help prevent collapse during pressure spikes and old starts, Molded Endcaps CAT® FUEL, OIL, AND TRANSMISSION FILTERS Cat Filters eliminate the potential for gaps by inserting the filter media directly into the end caps as they are formed. The molded end caps in Cat® filters completely seal the clean side of the filter from the dirty side. With competitive filters, metal end caps are glued on top of the filter pleats. This can leave gaps that allow contaminants to reenter the clean side of the filter. The molded end caps in Cat filters eliminate the possibility of gaps. During the manufacturing process, the filter media is inserted into the polyurethane before it hardens creating an impregnable bond that keeps contaminates confined to the dirty side of the filter, An aluminum base plate is joined to the molded end cap and enclosed within the one•piece canister. This gives Cat filters greater burst strength and eliminates a potential source of metal contamination. IS NO'T OUT Of MIND Contamination, even by particles ton small to see, Gusts yuu muney. As cuntaminates move through the system they cause component wear, for example, are you replacing fuel injectors too often? This may be due to fuel system contamination; Consistent Quality CAT® FUEL, OIL, AND TRANSMISSION FILTERS Cat® filters achieve a standard of consistent quality that is unmatched by competitive filters. This is possible because Cat filters are built in automated manufacturing facilities where quality is continuously verified through multiple layers of computerized monitoring, testing, and inspection, Where Does Contamination Come from? fuel can become contaminated at many places: directly from the distributor, during operation, and/orthrough maintenance work. Contamination can even be found inside a brand new filter This is why it is important to choose the consistent quality delivered only by Cat° filters, The advanced design features of Cat filters combined with the automated manufacturing process maintain the integrity of the clean side of each and every Cat filter: from when it leaves the factory, all the way until the next change interval. Invisible Threat, Real Damage Even the smallest contaminates are destructive because the drive to lower emissions has resulted in higher pressures and very tight clearancesFor example, fuel injector openings can be as small as five microns in size (table salt ranges from 100 - 300 wicronsl. When contaminates larger than four microns pass through the filter, micro- abrasion occurs Ipctured leftl. Cat Advanced High Efficiency Enters are able to remove 98`% of all particulates four mieroos in size, and larger, from the fuel system before damage occurs. Save Cents? Make Sense. Not all filters are equal. While other filters may initially cost Choosing the consistent qualiay of Cat® Filters makes sense. less, they will quickly end up costing you more through lower Only Cat Filters provide the protecticn needed to give you the productivity, shorter filter/fluid change intervals, and faster lowest owning and operating costs. component wear. Cat Filters are made better. Whi e other filter brands may fit your machine, only Cat Filters deliver the best protection or yo.ar engine, hydraulc, and transmission systems, Get the Inside Story. LE006225.05 www.catcom © 2010 Caterpillar I All Rights Reserved I Printed in USA CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow" and the "Power Edge trade dress, as well as al corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. CATERPILLAR® TODAY'S WORK. TOMORROW'S WORLD.' r ° - ^. -Attachme6ft .. "9 �' �X Picture shown may not reflect actual configuration GENERAL DESCRIPTION � Seismically ~ 00°�Restrained ~ �� ����0��0��A����N��� N��������|0������ Vibration Isolators for C27'C32.3512.3516'C175-16 and C175-20 This series of isolator combines the open spring mountings within a rugged welded steel housing. The housing ksdesigned to|imitaquipmantmotioninaUdinaoUonnduehosoismioloods. An external adjusting bolt allows for full levelling capability of the equipment. Features and Benefits Housings are welded steel construction Maximum deflection isover 1''atastatic rated load of233Gko(5.15O8b).2712k0 (5.88O|b).and 2848kg/8.5OOlb) per isolator, w Isolator weight —63kg (1W9lb) m Mounts are strategically placed under the factory designed base hosupport the ganorator, engine, and radiator Installation spacer between the upper and lower housings ensures accurate installation height ° Springs are not welded bocups orhousings ° Bmotonnericacoustical spring cups are used under each spring, eliminating mmby|-to-maby| contact • The lower housing incorporates onoversized base plate that spreads the anchor bolts over awider area ° Mounts are designed to be anchored to m concrete orsteel base * Pre -drilled holes in the housing base are easily accessible and simplify installation w Mounts are designed bobeanchored too concrete orsteel base with 3/4^orequivalent hardware • All zinc -electroplated hardware provides superior corrosion resistance • Shipped loose for customer installation * Seismic certification per applicable building codes: IBC 2OOO.IBC 2OD3.IBC 2DD8.IBC 2009.CBC2007 � Tested and analyzed |naccordance with: ABCE7~98,ASCE7-O2.ASCE 7-05.|MES AC-158 * Side loading capability ofisolators is matched tothe package certification level. Refer toIBC Certification documents for details. • Anchoring details are site specific, and are dependent onmany factors such os generator set size, weight, and concrete strength. IBC Certification requires that the anchoring system used ioreviewed and approved byoProfessional Engineer. LsHs12e0-03 1 ^~ Attachments Isolator Data r- fl r C-7 L4 n L__1 L.J Engine Series Generator Frame Size Mount placement Mounts (Qty) Rated - dapacity kg (lb) Rated Deflection min (in) Spring Rate kgfcm (twin) Setitt Load kg (lbs) Color Code „.., , i*Pringsi C27 All Frames Throughout base 6 2336 (5150) 28.2 (1,11) 325 (4626) 3508 (7734) White/Dk.Purple C32 , Eriginii Series Generator Frame Size Mount placemen t Mounts ( ow Rated Capacity kg (lb) Rated . Deflection mm (in) Spring ,.., ir‘43"2 k i g cm (Lbsrin) Solid ., oa kr, L tw0 o *.-° ‘' Color Code (springs) 3512 1400, 1600 and 1800 Throughout base 10 2712 (5980) 28.2 (1.11) 377 (5364) 4068 (8968) White/Dk.Green 3512B 1400, 1600 and 1800 10 2713 (5980) 28.2 (1,11) 377 (5364) 4068 (8968) White/Dk.Green 3512C 1400 and 1600 12 2714 (5980) 28.2 (1.11) 377 (5364) 4068 (8968) White/Dk.Green 3512 2700 Radiator 2 2336 (5150) 28.2 (1.11) 325 (4626) 3508 (7734) White/Dk.Purple Generator, Engine 8 2712 (5980) 28,2 (1.11) 377 (5364) 4068 (8968) White/Dk.Green 35128 2700 Radiator 2 2336 (5150) 28.2 (1.11) 325 (4626) 3508 (7734) White/Dk.Purple Generator, Engine 8 2712 (5980) 28.2 (1.11) 377 (5364) 4068 (8968) White/Dk.Green 3512C 2700 Radiator 4 2336 (5150) 28.2 (1,11) 325 (4626) 3508 (7734) White/Dk.Purple Generator, Engine 8 2712 (5980) 28.2 (1.11) 377 (5364) 4068 (8968) White/Dk.Green , Engine Series Generator 7 Frame Size Mount placement Mounts (CI tY) Rated Capacity • kg (Ib) Rated Deflection . mm (in) Spring Rate k m Elk (Lbsilis) Solid Load kg (lbs) Color Code (Springs) , 3516 1600 and 1800 Throughout base 12 2336 (5150) 28.2 (1,11) 325 (4626) 3508 (7734) White/Dk.Purple 3516B 1600 and 1800 12 2336 (5150) 28,2 (1.11) 325 (4626) 3508 (7734) White/Dk.Purple 1600 and 1800 14 2336 (5150) 28.2 (1.11) 325 (4626) 3508 (7734) White/Dk.Purple 3516C 1600 and 1800 14 2336 (5150) 28.2 (1.11) 325 (4626) 3508 (7734) White/Dk.Purple LEHE1290-03 2 ._J r-� ._J 1 J L , r� L. LJ . LJ LJ 4 7 CAT Isolator Data (Continued) 4t Engine Series Gener r Frame See Mount place ant �Ilount ( 1 Rated Capacity kg (Ib Rated l eflection mm M ( } Spring Rate kglcm t�l.bslin} Solid Load kg Ms)4 Color Code 9s (Sprin ) 3516 2700 Engine, Radiator 2336 (5150) 28.2 (1.11) 325 (4626) 3508 (7734) White/Dk.Purple Generator 4 (65a�) 26.42 (1.04) 439 (6250) (97��) White/Gray 3516E 2700 Engine, Radiator2948 8 2336 (5150) 28.2 (1,11) 325 (4626) 3508 (7734) White/Dk.Purple Generator 4 (6500) 26.42 (1.04) 439 (6250) 4423 (9750) White/Gray 2700 Engine, Radiator 10 2336 (5150) (1.11) 325 (4626) 35028.2 (7734)4 White/Dk.Purple Generator 4 (6500) 26.42 (1.04) 439 (6250) (9750) White/Gray 3516C 27002948 Engine,3508 Radiator 10 2336 (5150) 28.2 (1.11) 325 (4626) 7734 (7734) White/Dk.Purple Generator 4 (6500) 26.42 (1.04) 439 (6250) 4423 (9750) White/Gray 3000 Engine, Radiator 12 2336 (5150) 28.2 (1.11) 325 (4626) 3508 (7734) 7734 White/Dk.Purple Generator 4 (6500) 26.42 (1.04) 439 (6250) 4423 (9750) White/Gray 3516E 1600, 1800 and 3000 Throughout base 14 2336 (5150) 28.2 (1,11) 325 (4626) 3508 (7734) White/Dk.Purple Engine Series Generator Frame Size Mount placement Mounts (Oty) Rated Capacity kg (lb) Rated Deti+acin) mm (in) Spring Rate (Lbs"" Soild kg {lbs} g (Ib Goior Code prings) C176-16 With Rad 1800 Throughout base 16 2948 (6500) 26.42 (1.04) 439 (6250) 4423 (9(50) White/Gray 3000 18 2948 (6500) 26.42 (1.04) 439 (6250) 4423 (9750) White/Gray C176-16 Without Rad 1800 Throughout base 12 2948 (6500) 26.42 (1.04) 439 (6250) 4423 (9750) White/Gray 3000 14 2948 (6500) 26.42 (1.04) 439 (6250) 4423 (9750) White/Gray C176-20 Without Rad 3000 Throughout base 14 2948 (6500) 26.42 (1.04) 439 (6250) 4423 (9750) White/Gray LEHE1290-03 3 Attachments r} LJ r� L J Isolator Drawing CAT 12 6 /4 2 14 2 13/16 DIA HOLE FOR ATTACHMENT TO CONCRETE (6 7YP) (BASE PLATE) $14 DIA HOLE FOR ATTACHMENT STEEL (4 TT) /V(EW CUT AWAY FOR CLARITY) 2 7 / 7/8 7 1/8 3/4 REMOVABLE ADJUSTING BOLT COMPRESSION PLATE 6 /8 FREE & OPERATING HEIGHT STEEL SHIM (REMOVE AFTER SPRING ADJUSTMENT) STRAP FOR SPACER REMOVAL ELASTOMERIC SNUBBER ELASTOMERIC CUP 1/2 LIMIT STOP (NOT SHOWN IN TOP VIEW FOR CLARITY) Materials and specifications are subject to change without notice. CAT, CATERPILLAR, their respective logos, "Caterpillar Yellow," the "Power Edge" trade dress as well as corporate and product identity used herein, are trademarks of Caterpillar and may not be used without permission. LEHE1290-03 (01/19) cat.com/electricpower 2019 Caterpillar All rights reserved. Shipped Loose PUSH BUTTON EMERGENCY GENERATOR r LJ f fl - LJ t_ J r e. LJ STOP SWITCH Description: Yellow nonmetallic NEMA 4X enclosure. Accepts one to three contact blocks. Labeled EMERGENCY GENERATOR STOP and PUSH BUTTON. Red operator is labeled PULL TO RESET. Electrical Characteristics: Contact blocks (normally open P/N PILNOCB and/or closed P/N PILNCCB)* Sold Separately Screw and captive clamp terminals. Min: 1 X 24 AWG Max: 2 X 16 AWG 600 Vac @ 1.2 Amp 250 Vdc at 0.27Amp 120 Vdc © 0.55 Amp Specification: PUSH BUTTON EMERGENCY GENERATOR STOP P/N GS120 uses a single push button operating mode. Using a maintained (push-pull) red 40mm mushroom operator hot stamped PULL TO RESET on the mushroom face. The operat- ing mode reverses the nominal state of the installed contact blocks such that type contact blocks remain open/closed when the operator is pressed or pulled to reset. Contact blocks are not included and must be ordered as an option. —masy&Z- P/N GS120 .04 4.0" 3-2/W 0 41 I www.davidsonsales.com 839 Bill France Blvd., Daytona Beach, FL 32117 Phone (386)274-2079 Phone (800)383-2078 Fax (386)274-2279 Fax (800)475-2279 Type 4X/4/12/3 UL Listed Nonmetallic Enclosure (standard) Shipped Loose r 1 f 1 LJ r—) LJ f L_J r rn LJ LJ IL A HOME CART CATALOG OVERVIEW PRODUCT TYPE MANUFACTURER Zie* 404.1 owtoar, Pavidson Sales 0 2019 Sign In New Accou Forgot my Passworc [Se arch PRODUCT TYPE / E-STCP EMERGENCY SWITCH PILCLHCOV1 - Clear Hinged Cover Type: Clear hinged clover For GS120 Enclosure: Padlockable View our complete line of e-stop emergency switches. Quantity on hand: 14 Lead Time To Ship If Not In Stock: 1W Chy \I\ CO CV e..0 y, * ,,,v. -,, t cs\\ 060,01 4) t.,A.' -voc4410 UOM EA List Price $90.00 Nat Price $90.00 Add To C Al prices shown exclude tax. This will ship today by 4:00 pm EST with established Net 30 terms or credit card. UPS is the only guaranteed method. $25 minim purchase excluding shipping,Contect us if a later ship date is required. See also Review CART TERMS I CONTACT US Stlittfrl:gcrIS,V 3ENERS,093V0Ir lull SURE YIEMSSYSTEMS • Hennig Enclosure Systems Generator Enclosure & Fuel Tank Manual .44..21thgr,"/ZSIZ: I Hennig Enclosure System 9904 N. Alpine Road Machesney Park, 11 61115 (815) 316-9900 (Ph.), (86()910-1784 (Fax) E-Mail: info(&hennig-inc.com Manual Revision Date: 3/11/16 Index Ordering Instructions for Parts ........ .......... ..... ....... .................... Page 2 Lifting and Rigging Instructions Page 3 Installation & Start -Up Instructions ..... ............. Page 4 Scheduled Maintenance Procedures ...... .• ........ ..... ....... ....... ........., Page 5 Anchoring. • • .• • • .• • • • • .• • • • • • . • rtfl••••••••••••••••41.4••••••• A••••••••••••••••••••••••••4•••••• Page 6 Parts List and Drawings • , •r. •.• • • +neer. oeoelo r444, r yr., • •rr• A •It•r. • ,rr •r•or• • , . r •IrIt• r0 A Appendix 1.. LJ r 1-1 1-7 II I HE U 4.41,....44ANZAWIlltfAM.,-"'""refen,44:,Zr,t, It is important to have the following information available when ordering parts: • UL-I 42 Tag Number* • Hennig Serial Number* rn (* L. 1 fl n LJ r-) n LJ J May be found on the info plate located on the discharge end of the fue LIFTING AND RIGGING 0 VERVIEW All provided lift points must be utilized. • Hennig recommends nylon the use of straps or slings in a basket configuration at the lift lug. Shackles are not recommend as they may damage the enclosure finish. )• If lift lugs are removed for shipping reasons, ensure bolts torqued to 42-50 ft-lbs. • End lugs are not to be utilized for lifting. They may be used for manual control and or guiding fl of thc unit. -/ r- - 2 - RESY • Hennig Enclosure Systems is not responsible for the rigging and lifting performed by the contracted party on -site. t 5 ' Figure 1 INSTALLATION AND START-UP INSTRUCTIONS Your new Hennig enclosure and fuel tank has been tested and inspected prior to delivery to ensure its proper function upon installation. Please follow these instructions for start-up of your system: Visually inspect your system for any shipping damage. Contact He damage has occurred. 2. Remove plastic protective covers from intake and discharge plenums. ig, Inc. immediately if - 3 - 1 1 1 1 1 1 1 1 1 1 1 NCLOStilf SYSTEMS 3. Remove isolator shipping brackets (painted yellow) and/or wood blocking. 4. Install silencer extension (Figure #1). Test exhaust flapper function by manually cycling. Inspect site for swirling or updraft winds caused by site variations and adjust positioning accordingly. so, kwas,Per, SLicorie 'doter I cp Stccriem- Rain Ca \tA Figure 2 Gas4et 17) Cxersior 5. Install tank vent extensions if applicable. Plugs painted yellow, location marked on additionally provided drawing. Secure with provided hardware. 6. Terminate control wiring. All run into generator controller cabinet, coiled and labeled. Coordinating electrical circuit provided as attachment. Ensure that polarity is coffect prior to termination. 7. Cycle motorized dampers prior to start-up ensuring no shipping damage has been incurred. Manually cycle gravity damper prior to start-up ensuring no shipping damage. - 4 - I I IIIHENNIG ENCLOSURE SYSTEMS 8. Doors have a "hold open" feature for ease of maintenance. While the door is open, remove the Thumb Screw and install it into the header plate to secure the open position. Refer to Figure 3 below. gure 9. If desired, doors may convert to a 180' opening style by removing the door stop components and gas spring shown in Figure 4. (.3S, Spl'in;.; ttitutp t ontrAdtt•tuts Figure 4 - 5 r L- I fl LJ n Li n III UJCLQSURE SYSTE SCHEDULED MAINTENANCE PROCEDURES Periodic Maintenance (Recommended Quarterly): Ensure proper damper operation by cycling gravity and motorized dampers. Apply a light oil or grease to all pivot and contact points. • Ensure proper door operation by cycling all hardware. Apply a light oil or se to all pivot and contact points. • Ensure all screened openings, plenums, & louvers are clear of debris. • Ensure exhaust flapper is free by cycling by hand. Apply a high temperature grease to pivot point. • Wash down enclosure & tank with water and mild detergent. Make sure any foreign matter that may cause rust (ie: salt, fertilizer, etc.) is removed. Manually cycle tank level switches to ensure they are operating properly. • Make sure all tank vents are operating properly and clear of debris. • Drain water from silencer as required via drain port at bottom f silencer, • Check seals, hinges, latches, & gas springs for damage or wear. Replace if necessary. • Inspect enclosure and tank caulking and reapply as needed. (Recommended removal and reapplication approx. every 2yrs or as required.) caagfsstwgongmtiiffg...R1EintWig.aififMfinr4afarNzgn.WniaeiAtSV2ekt r -6 - WCtOSUkE SYSTEM ANCHORING Secure tank and or drop over enclosure with properly sized and selected anchor bolts using the angle brackets provided. Refer to Figure 5. Figure 5 - 7 - ARRROA DRAVNG SENT EROV -DRNIG ENCLOSURES ON 766619 cuMMER 712604 072E19-32-NT -.ENNG S/0 `ODER 01E2626 GENERATOR NODE 36' 1,750U NOTICE 723N1A00uRE OE D-E .TEVS S,,O1RN IN T-0S DRAW NG CANNOT START AD. 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IV, - i h LAntor Cootonot Corm* 1.1990 A4A104,,,ttott 899 Ave Pow tAgt AA '1 Ali igrot QUA; [Alto; A_ _ ioi 91818,19 991.k M Alt; Mato; AtoAA AottonAt AerAt COttaem.g Itf Prn, 1110 11019*1 t°J Kr LOT, 1q411[*190011411 11111141101 I aii1BEZIO " WPM MUSIANu CA 19119 TOTAL AMPS PHASE A 49,0 GENERATOR LOAD CENTER SCHEDULE NUMBER OF POLES: 30 MAIN BUS RATING: 225 AMP MAIN BREAKER RATING: 100AMP LUG SIZE: 116-350kcmi1 VOLTAGE: 208/120 PANEL MOUNTING: SURFACE PANEL ENCLOSURE: NEMA 1 PANEL MIN, A,I,C, RATING: 22,000 TOTAL AMPS PHASE B 49,0 TOTAL AMPS PHASE C 35,2 HIGHEST AMPS X 1,25 61.2 MAIN CIRCUIT BREAKER RATING 100 PANEL LOAD (AMPS) PANEL LOAD (AMPS) CKRT, (1 DESCRIPTION PHASE A PHASE B PHASE C BREAKER SIZE POLES CKRTJ DESCRIPTION PHASE A PHASE B PHASE C BREAKER SIZE POLES 1 MAIN BREAKER XX 100 3 2 SPARE N/A NA N/A 3 XX 4 SPARE NA NA NA 5 )0( 6 BATTERY CHARGER 10.0 20 1 7 SPARE NA N/A N/A 8 SPARE NA NA N/A 9 SPARE NA N/A NA 10 SPARE N/A N/A N/A 11 SPARE NA NA NA 12 INTERIOR GFCI OUTLETS 16.0 20 1 13 GENERATOR UTIUTIES 49,0 70 2 14 SPARE NA NA N/A IS 49,0 16 SPARE NA NA N/A 17 INTERIOR UGHTSNIGHTS 8,0 20 1 18 EXTERIOR LIGHTS 1,2 20 19 SPARE N/A NA NA 20 SPARE NA NA NA 21 SPARE NA NA NA 22 SPARE NA N/A NA 23 SPARE N/A NA NA 24 SPARE NA N/A NA 25 SPARE NA NA N/A 26 SPARE N/A NA NA 27 SPARE NA NA N/A 28 SPARE NIA N/A NA 29 SPARE NA NA NA 30 SPARE NA N/A NA TOTAL AMPS 49 49 8 TOTAL AMPS 0 0 27,2 NE OM REFIICIEO IN DWG WAS ORIGINATED BY AND IS NE RUSK PROPERTY OE 1PITIC INCORPORATED 0 NOSED FOR INEDRNATION PURPOSES TO HEN CUSTOMERS ONLY AA) It NOT BE DUPUCATED, OR COM IN WY WAY, NOR VAT AM OE NE IRWIN CONNNED HEREIN BE PASSED ON ID UNAUTHORIZED PERSONS ROUT THE APPOk 01 HENNIC INICORPORAIED . , JOB REFERENCE BCEI EDGE SEATTLE MIR C =gm gt11-11-D off MR pa Es (s 0410-11-19 11746.19 MOB U111116 I 0 III IIHSINIG wit= 1202OBVACPANELDIBIBUDON 07-26-19 MIMIC 1750 NW MOSTRIC CR1 WIR CAM mu' GE-1441-PFEL f1 000 : 001 480VAC, 50AMP, 3PH, 60HZ FROM CUSTOMER r}002 003 W4 005 006 �1007 008 009 n010 011 012 r1 013 "' 014 1,015 1'" 017 018 1 020 021 022XFMR 022 30KVA OISTRIBUTI TRANSFORMER '023 024 026 4 027 �D29 029 030 031 032 034 ' 036 ,, 037 038 039 040 • 041 042 043 044 1 IL2 L3 007DISC 0 TRS5OR — HI 0 0 PE o- 46 AWG THHN VIRE r 7654321 765432 7654321 X0 7'r X1 X2 X3 208/120VAC, 100 AMP 3 PHASE W/ NEUTRAL RED BLK X1 X2 (100) 1100) BLU WE 6 AWG THHN WIRE 42 AVG THHN WIRE GRN/YEL PE (100) 1100) (100) 1HE DESIGN RE12CTED ON THIS DRANINC WAS ORIGINATED BY MO N THE DUDE PROPERTY Of HENNIC INC 't'RATED. 0 IS RODEO FOR INFORI1VI1gN PURPOSES TO NM CUSTOMERS ONEY MD NAY NOT BE MAID, 0R COPIED IN 0 WAY, NOR NAY ANY OF THE INE0RNI110N CONTINED HEREIN BE PASSED ON 10 UNMJIHOR1IED PERSONS WD9017 THE ,PROVAL OF HENNIC INCOPPCRA1E0. Me 0.0.0 IS K1 M'KI 6199 IIIIIHEN 1IG 9apfq�o ELECTRICAL DIAGRAM OMM MUSTANG CAT 074-ro m Oa Ki 1150 KV MMR 9 GE-I441-00-EL 100 120 / 20B VOLT, 3 PHASE, 60 HO 101 ,1102 103 104 '105 106 „107 18 109 !'ll0 112 r- 113 114 '115 I16 117 1118 dI19 ,-,120 121 122 '123 .JI24 125 126 127 'd28 130 131 "I32 .133 134 135 '(36 ,..137 (3B 139 140 '141 ,142 143 144 (044) (044) (044) (044) XI N2 X3 N (044) PE 100 AMP 1 1 PE HT 412 AVG VIRE 1091 111CH 20 AMPS II1S ILK CKT. 17 /EFL IISV2 HILT BRN 1112 0 D 1113 BLK 1114 4$ 119LT 112 AVG VIRE 1240 60 ENCLOSURE EMERGENCY LIGHT 90 INN, BATTERY ENCLOSURE EMERGENCY LIGHT 90 INN BATTERY 1141T 117LT 120LT = 'L 'L A BCN (200) (200) (200) (200) 132CB 20 AIF - -0 CKT. 12 BLK 1 PE (200) THE MI REFIOCIED ON 1FOS DRAWING WAS ROWED RI AND IS 111E EDCEUSNE PROPERTY OF ICNNIG PORNO. " IS T11Rf45HED FOR INFORINTC4 PURPOSES TO ONO COSTO4ERS ONLY AND 44Y NOT BE DUPIICATED, OR COPED IN Y WAY, NOR WAY ANY OF THE INPOR44TION MIMED 60904 BE PASSED ON TO VAPORIZED PERSONS WITHOUT THE PROW OP NENNIG INCORPORATED. INTERIOR LIGHT NI INTERIOR LIGHT 112 INTERIOR LIGHT 03 INTERIOR LIGHT N4 132RECPT Q1 INTERIOR —+ 5FCI RECEPTACLE NI { o'� 120VAC, 20 AMP 136RECPT v INTERIOR — {i l 20VAC, RECEPTACLE0 AHP42 1 NOTE I BATTERIES IN EMERGENCY LIGHTS ARE DISCONNECTED FOR SHIPMENT, REMOVE COVER FROM EACH LIGHT AND RE -CONNECT BATTERIES WHEN READY FOR SERVICE, Mil N a ors Rc6 TNONM KKK 95 BV4T 811 IIIIIHEIWNG EEECIRICAT DIAGRAM 1150 KW n 91*19 M 99*19 MUSTANG CAT TOY DI N NYO aol GE-1441-01-EL 200 201 I: 202 203 204 205 :206 207 209 210 211 ti,212 213 214 21S . 1 216 217 218 219 rY 220 221 222 • 223 224 228 229 23 • 232 233 234 235 . 236 237 238 239 ▪ 240 241 242 243 244 (144) (144) (144) (144) A BCN A BCN (300) (300) (300) (300) (144) PE 210CB 412 AVG VIRE 20 AMP�� r a CKT.6 WHT 2I5CB 70 AMPih 0 21 46 AVG VIRE IILK CKL 13,15 ORN/YEL 237CB 20 AMPS � r CKT,18 PE ri (300) HT BLK 2161 — 410 AVG VIRE 412 AVG VIRE 235 23 THE DESIGN RUED ON 1115 DRAWING WAS ORIO1141ED 80 AND 11 THE DCLUSN4 PROPERLY OF HMG INWRPORATED. 115 FURNISHED FOR INf0RLU19N PURPOSES 10 HENNIG CUSRONERS ONLY AND WAY N01 BE DUPIJCA1E0, OR COPIED IN V AT, NOR MAY If OF 1HE IHf0RLW110N CON1Nf$D HERON BE PASSED ON 30 UN1UOIO82ED PERSONS *ROUTINE APPROVAL OF HENNIG INCORPORI ED. 235SV1 235SV2 BR N 2372 u 237LT BLK 2374 BATTERY CHARGER (SET VOLTAGE TO 120VAC) (DETAIL SHEET 7) GENERATES UTILITIES, JACKET NEATER/PU9P, ALTERNATOR HEATER 208VAC, 49 AMPS EXTERIOR LIGHT NI EXTERIOR LIGHT 42 kE 0-0.0 01E1 alt 9¢A•19 IPQIIFD D31RITES ell Wit 09 R 07*19 n10 1111IHEI UI ELECTRICAL DIAGRAM 7*19 mate 1150 NV 19 MUSTANG CAI GE-1441-02-EL 340 301 303 3)4 305 309 310 311 r 312 314 315 , 316 317 318 319 r 321 322 l 323 j 324 325 326 327 • 328 • 329 330 331 333 334 335 336 L 337 338 339 340 34) 342 343 344 (244) (244) (244) (244) 1 'L A B C N (400) (400) (400) (400) (244) PE I ' PE PE 4, (400) THE OESIGN RERECIED DN THIS DR1WINC WAS OPINE BY 4N0 N THE DUSK PROPERTY of HENNIG INCORPORATED. ••R IS FRAM f0R INfORi(DON PURPOSES TO HEW CUS101RRS RC 1 WY NOT 8E DUPLICATED, OR COPED IN ANY WAY, NOR I3,Y AN Of THE INE3RINT0N CONTAINED HEREIN BE PASSED ON 10 U(4719 'dED PERSONS WOIIWT THE APPROV41 Of HENNIG INCORPORATED. rah a[ oRpRy GAPRkeR IN pp4q Ill alI a m-IFro alp IIIIMENANG ELECTRICAL DIAGRAM ■ 01461 NOM 1750 NV MUSTANG CAT RN NNE .o1GE-1441-03—EL r, 402 403 404 405 426 407 408 409 '410 411 4(2 413 414 415 416 411 418 419 420 421 422 423 424 425 426 421 428 429 430 431 432 433 434 435 436 L , 437 438 439 440 441 442 443 444 (344) (344) (344) (344) (344) A B C N PE 111 A BCN (500) (500) (500) (500) PE 4, (500) 1NE DESSN AMID ON THIS DRAWING WAS ORICIN4GED B1 AND IS THE E11CUISNE PROPERTY CF HENNIG INCORPORAJFU, R IS FURNISHED FOR 4011REA1(0N PURPOSES 10 HENNIG 0JSTOIk0S ONLY AND 0811 N01 BE OUPJCATED, OR COPIED IN 4f MT, NOR MY AN1 OF 1HE INE0RW➢ON CON NIC f N BE PASSED ON TO UNARRI1ED PERSONS POUT THE 'PROM. OF HMG INCORPORA111. Pr! 1II MUSTANG CAT UIiI !G ,rae ELECTRICAL DIAGRAM n�an �m 1150 IN ..1 7A non GE-1441-04-EL '500 501 n 502 504 505 .7507 se 55 510 .511 512 513 514 ..515 516 517 '518 `'1519 S24 525 526 527 529 530 '531 - 532 533 534 I 535 I '536 t .537 538 539 540 -541 543 544 (444) (444) (444) (444) (444) ABC N PE � I I rJ L r� A B C N (600) (600) (600) (600) PE rt (600) THE 0ES0 REFLECTED ON THIS DRNWING WAS 0RI0N1TED BY KO IS THE ENCEUSNE PROPERTY OF HEN NC0RP0W+TED A IS FURNISHED FOR INEORNNTA PROSES TO INNNIG CUOTONERS NY N✓D WY NOT BE DUPSATED, OR ED N Y WAY, NOR WAY MY OF H# INFORNWTION CONTUNED HEREIN BE PASSED ON TO UNRU HORI(E3 PERSONS WID10UT THE PROM! OF HENNIO INC ORAIED, MBE ELE 17 p CAI, DIAGRAM el 1750 KW MSTRNG CAT 1a aic GE-1441-a5-EL 600 601 602 603 604 605 606 607 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 (544) (544) (544) (544) A B C N (544) PE A B C N PE L J 100 AMP LOAD CENTER NE DESIGN REf1EC1E0 ON NNIS OR4WN6 KS ROWED BY AND IS THE LXC6USNE PROPERTY OF HENNIG INCORPORATED. 6 IU' SHED f0R 1F04011ON PURPOSES TO HENNIC CUSf01ERS ONLY AND INY NOT BE DUPLICATED, OR COPIED IN Ni BY, NOR INY ANY Of NE INFORNADON CON'1WNED HEREIN BE PASSED ON TO UNUDHORI3ED PERSONS ROUT THE 'PRON. Of HENNIC INCORPORATED. Pik OISIONE5 uam ELECIRICAI. DIAGRAh1 n-2a-ro Nor IJSARNG CRi wry 1750 NV osi GE-1441-06-EL 70 '701 17P2 703 704 705 d 7% 707 70 709 ^.. 710 711 712 713 1114 I ,...715 716 717 718 719 720 721 TO 722 GENSET I .ra ECM r 724 1 725 1, 726 727 128 729 130 11 731 w732 733 734 735 ' 736 737 7)3 739 1140 1,741 742 r J 743 144 B-CC B++ RED BATT + 0-♦ +24VDC POWER FROM GENERATOR BATTERIES BLK BATT 0 0 0RED - BLK 4 X X 1FS 11 LOW FUEL j LEVEL ALARM 5 RED 3 X 1 HIGH FUEL BLK 4------ p LEVEL ALARM ---------- X- 11 RED 7 BLK 8 X GMA 2 93 RED B+ 0- BLK B- 9 RED 18 WHT 19 II 0 12 0 13 0 1FU 3 1 RUPTURE J BASIN ALARM MADISON FUEL LEVEL SENDER RED (SUPPLY POWER) -0 +24V BLK (SUPPLY POWER) —0 OV (POWER) ERN (4-20mA OUTPUT) - -0 + WHT (4-20rA OUTPUT) - -0 - 14 0 115 RED 15 1 16 BLK 16 0- I -I COMMON ALARM CA THE DESIGN REFLECTED ON THIS DRAG WAS ORIGINATED BY a I5 THE EKCLUSNE PROW OF IONIC INCORPORATED >4 IS FURNISHED FOR INFORMATION PURPOSES TO HENNIC CUSTOMERS ONLY NC NAY NOT BE DUNNED, OR CORED IN if WAY, NOR NAY ANY OF THE INFOR4TION CONING HEREIN BE PASSED 04 TO NUMB PERSONS B1I110UT 101E 'PROM. DE HEN INCORPORATED. GENSET BATTERY CHARGER COMMON ALARM T3-CC (C ST=HECECTILN) IS T E C�SER CCANEC -LI\ J..VCTICV 3 C.,ST=NEB WIRI\3 IN ERFAC4 WIT- GEN C-VTR=LL=� RED CHG+ L=GATED IP ERA R OPW 144TA TANK LEVEL ALARM RED I 902 HIGH 4FS LEVEL ALARM BLK NO CUSTOMER CONNECTION BATTERY CHARGER OUTPUT BLK CHG- 71ito Malta ' A-2EI9 ELECTRICAL DIAGRAM MUSTANG CAT A3b19 Ralik 1150 KW —1 RE 6E-1441-07-EL (FROM LOADBANK CIRCUIT BREAKER) 480 VOLT, 3 PHASE, 60 HZ A B C PR Ili LOAD DUMP CONTACTS YEL ADBA AC VOLTAGE TB -CC 17 0-- 10 0— PE 0-- J LOADBANK REMOTE CONTROL ENCLOSURE (AC VOLTAGE) CC-17 BLK CC-I8 BLK GRN/YEL — r"\ TBI-1 BLK TB1-2 BLK TB1-3 181-4 TB1-5 TB1-9 TBI-10 BLK BLK BLK BLK BLK TBI-14 BLK TBI-15 BLK T111-16 BLK TB1-17 BLK TB1-1B BLK TB1-19 WHT TB1-11 TB1-12 GRN/YEL BLK BLK L 014 141,15 200K W RADIATOR MOUNTED LOADBANK 211 FLA TB - (I) 0 (2) 0 (3) 0 (4) 0 (5) - 0 (9) 0 (10) 0 (14) 0 (15) 0 ((6) 0 (17) 0 ((8) 0 (19) 0 (PE) 0 0 (12) 0 (21) 0 (22) 0 LOADBANK CONTROL ENCLOSURE Mt Fs Hz c5 u43-u AS PE big a Wee Itc6 17-26-19 IIIIkENNIG ELECTRICALDIAGRAM COMM THE DEMO RifLECIED ON THIS DRAWING WAS °MIMED BY AR IS THE OCCLUSIVE PROM Cf HMG INC08PORA100 R IS FURNBHED fOR IIFORIATION PURPOSES TO MIMIC CUMBERS KY AND MI NOT Ef [RCM, OR ORM IN V WAY, NOR MY Aiff OF THE IERNATION CONED HEBER BE PASSE ON TO RiAROMZED PERSONS POUT THE APPROVAL OF SWIG INCORPORME. MUSTANG CAI ONfrI9 lot NMI Ea NMI 1750 KW GE-1441-08-EL Curtain WaU nsu1aton FireSpan®90 & FireSpan®40 E II + Exceptional performance in Perimeter Fire Containment Systems + Provides life saving fire protection in rated assemblies + Fire resistant to temperatures above 2000T (1,093°C) + Conserves energy, reduces Greenhouse gasses and carbon emissions + High recycled content + Mold resistant Controls noise and sound LEEDGreen Building Credts ••'6 E Prl?rttf, Up 90% Recycled ntent C,cntillbuit.:,,, to 33 LEES tredils aco:Iss 4 caie,abi W66.06:66 . ? 7 .2 3.1, 3.7 4, I, 4.2 5.1, 5,2 THE MAME IN MINERAL W0017 Mdi i 11r, USA mei Iiuerk Firespsi lareifaigned fcr us` Thermafiber FireSpan®90 & FireSpan40 Insulations • . TI 117.RMAIIDER FreSpan products are designed to provide Ole saving Ira protection in curtain wail and perrneter Ire t1PiJOfl. con lainment systems. These oronwts are ramOunibuSLible, indsture-res stank, nonccrrmive, nonds,erinrisklg, proof and ito-rriln-procf. FiT.8par 40 & 90 orcitcle thermal nsulatIon, ire votcctior, aooastleal and yaw control in many ditzrent f rc containrrbra assonibios of 1, 2, and 3-hr ratings, 1 1 Product Options: 1 1 nstallation: Standard Sizes: 1 1 , A A Technical Data: 111, ,re -Containment Tests Per ASTM E 2307 1 1 "[standards Compliance: thermafiber Insolution tor Further Information: umttitit. Inc. eha ^ot Isl.% 'CI I'M:1*Na awl ccnee4Ardil carriers. clteolti iracclk ourel•-eJ ncr tor any cis mewl cr; looks:len o' Notice: . oiiwIrma the Mended UM. THEJIW.H8C Ileb I 7.; le seven y tc reper..erremt orl derectke g .Ar/W welIce clowned %,41.fecl trims inefla I^ *Mire %VIVI iszdhe herr cal* t me rrescrtiev Mould leao b6en oircovirec • FireSpan 4C, 2' or greater thbkness, s avaRable wit a vapor retarding toil facing • rireSpan CC, 1' or greater th bkness, s available will a vapor retarding foil facing. • Oath fireSpan 40 and 00 are available in dar and regular colored theirs for owlet • Recycled OonairoOpions': SpT.)nwir;tisr.. EC% Standard Rho, ir.ninrsim •Aith FPA Pri:rn-rn Prxprir, 1'6% Hzrialal errarrc not ma rOrr Mart miror.m. mr: hr, arrraanti ct ltret ar anrc putposos, F %Span -ircxlucts shoukl oe mnlc1Iy attached to hori7ontel and vertical nvillions with architect approved Insulation tasteners. ietitoros reSpan on the outer insulation surtsioe at the sating line. lyphArl Tiritoroamelt members include tiat channels, *L.angles; and •Te bars. Thormafter's patentee Impasse system s dosigred to quickly and oas ly machanically attach FireSpan Insularity; in curtain well sitations. Span 40 Span 90 Thickness 2.- 1-- 7" Widths' 24", 38", 72" 24", 38", 72" Lengths 48", 00°, 72" 48", 60', 72" 91 - /4", - 1/8' t 1/8" kiyulutlu 1' t.2 i",mv, Ike db. "CA Mfg r1:11014.114.11Wir vu4.eri bie.0 114" Tested to ASTM E 84 Tested to ASTM C 518 Unlaced Foil Faced Product Designation Nominal Density "k" 6 75e [24°C] EITU.inThrsq. ft. eF 'R" value Per inch of thicknesse" R Sprawl Smoke ElIcalorld Rene Sailed Snake co•bud FireSpan 40 1.0 pcf 0.24 'Fr -1,2 " ' 0 25 0 FireSpan 90 8.0 pcf 0.24 'R'- 4,2 0 0 25 0 '"F = t'a,.:4"..61sti uividdo uy1;' F rikpkin insulatio,1 s theaie Iitn or perin im ter the mintainrinent, Them Winer liati performed docacics tostirg in all of tic containment systoms listod below. morn complete test iriforrnatien. see SA7077 TI irRmArn 7R 1 ife-Sofety r Containment Systems tee catalog or UI and Inter& itorrnerly OP1 Direcloles. Fo- a full listing uf mar italtimerr. eysttflis visit www.11ientiefiber,corr eid ollok on Fire Ramd Assemblios. • Aluminum Spandrel Curtain Wall Fire Containment • Steal Stud-FramediGypsum Sheathing Curtain Wail Fire Containment • Glass Spandrel Curtain Wall Fire Containment • Granite Spandrel Curtain Wall Fire Containment • Precast Concrete Spandrel FireSpan 40 and 90 meet the following; ASTM C 885 ASTM C 012 ASTM C 612 ASTM E 138 ASTM E 90 ASTM E 90 ASTM C 1104 ASTM C 300 Type I, III (Class A, Category 1 Fikpan 40 Typo IA, 18.11, Ill, IVA F.a.9 pan 90 Typo IA. 18. 11, RI, IVA Rated Non-comouole per srPA Standard 920 Jniioen, 50 Perris as Wed Foil Faced, 0,02 Perms as tcsted Sorption Is than 1% by volume Lisr ShrinkAge .e.2% i0 F ki51.1) )CC ES Report Ell-2331 Cr...tar wiflF:nudt.da are approoad Ly New York City Board of Standards A, Appose' - tvacitx ESA 214-73-SM &simapteG by IVLA 20U 92, %IA. NW, FA _A. 18Z J3 WI and VLA 191: En M. SubmittalApprovals: Thermallber offers incistry leading technical and engineering assistance to architects, speciners, and coraractors. Thaa sevei iucKx.e CAD rkswinga, e'rgireerkv jrJjinwit. LaD*Oreclil Itiformetiott, tviciprodurA reckin t neutle Our c;, Contact our tocilical sonicdepartment a: 1-888-834-2371. or ornail tech n calscrviozstathormaliber.00m. For additional information about these c otior Tharrnalbcr products contact us at 1-888-834-2371 or visit our wobsito www.thermaiter.00m. Joe Nem 3711 Mill Street I Wabash, IN 46992 688-1 1 II3L141 [634-2371j I peoi 563-2111 I wvinv.thermaftber.com BERGARI SOLUTIONS Critical grade disk 6i1encers. are best suitable for applications where a. substantial level of sound attenuation is required,. Disk silencers. 4re excellent choices for housed applications where available space is limited and exhaust system heat rejection must be minimized. Typical sound attenuation for this grade is in the range of 25 to 32 dB(A) on diesel and gaseous fueled reciprocating; industrial engines. Custom disk silencers. are readily available with a multitude of options to meet your specific needs. Standard Features • Contimacnisly welded heavy duty steel construction • Internally insulated with 2' insulation on shell surfaces • ANSI 125/1.50# flanges • Four standard mounting lugs • High temperature black finish - rated to '1000F OptionalFeatures • Dual Inlets - special orientation to optimize installation fit -up • Spark Arresting chamber • ISO container top mount design • Specialflanges. and port connections • Support structures and brackets Material & Finishing options available - • Metallized Aluminum Spray Coat Finish with 100% protected outer surfaces • High Performance paint options • External Insulation - High-Tem.p Silicone Impregnated Canvas • Stainless Steel - 304, 316, 321 DIMENSIONS (Inches) CRITICAL GRADE DSC-16 in 304 stainss Typical Sound Attenuation - DSC Yet 2131f Octave Band Center Frequency (Hz) Model _ A 8 CD E F G H I BC Lbs. DSC-044,0028 32 8 12 8 18 4 22.6 32 125 DSC-0S 5.00 29 33 10 14 9 18.5 5 23.3 33 160 LJ EtSC-06 6.00 33 37 12 16 10 20.5 6 26.2 37 215 DSC-06 8,00 45 49 14 18 11 26.5 7 34.6 49 580 DSC-10 10.00 54 58 16 20 12 31 8 41.0 58 630 056:1212.00 62 66 18 22 13 35 9 46.6 66 798 0SC-14 14.00 66 70 24 28 16 37 12 49.5 70 1056 DSC-16 16.00 72 76 26 30 17 40 13 53.8 76 1185 05C48 18.00 34 88 28 32 18 46 14 62,3 88 1655 r DSC-20 20,00 96 100 30 34 19 52 15 70.8 100 2236 Bc_. 4x 1 .25- - Berga.ri boluoc)cks,:;„.. . . • 2605.1001hSt. W,#113,4:, Roseri61„mt, M4'550611 £*. rlc.m tnOfficir 4 t It= Beivari Solutions 1_1..O also offers a full line of exhaust system accessories of flexes, elbows, adapters and thermal insulation components to provide a complete solution for your application. 300'DSC-F 4/13/2015 _Application Data ERGARI LUT1ONS Engine Manufacturer Engine Model kW Rating Engine Displacement Maximum Exhaust Flow Maximum Exhaust Temperature Maximum Silencer Back Pressure Unsi/enced distance from source MI Silenced distance from source (ft) Frequency Raw Sound Pressure Levels; dB(Lerl) Raw Sound Pressure Levels at 23 feet d8(A) Silenced Sound Pure Le}M11- at VI feet dli(Al Insertion Loss dil(A) Silencer Sizing CATERPIUAR 3512C 1750 KW 3573 in' 14299 CFM $4$ *F 77 in HO Pnojed Name Customer Contact Phone Number Street Oty State GE4420 Hermit; facloh Flyporre 815-316-9900 Ext 31$ 9900 N. Alpine Road Machesnev Park L 61115 23 Approximate L Gd8Wn) 23 63 125 500 1000 Oveosill 99,8 104,7 1027 100.5 97,9 93.0 83.7 66. 109.9 73,6 88 6 94.1 97,3 97.9 9(2 84,7 649 54 9 63,4 66.1 67.4 67.0 66.2 57 6 . 18.7 25,2 20,1 29,9 30 9 28.1 27,1 26.2 WA Silencer Radtpressure In 140 12,11 _ 1"- fl (-1 0.0 500.011092 63 125 4" Expected Sitencer Performance 113" . ; i , 4 20135 4000 250 500 1000 OclAv.13arel Ginter Emit/awl, iftc) €1000 —0—Raw Sound Pressure Levels at 23 feet da(a) .43..Trtsted Sound Prinster LAvel —e—enertion Los$Cun The above performance curve represents the theoretical sound reduction expected from the silencer spedfied based on the provided raw engine noise data, Ambient conditions, pre and post silencer piping and other contributing factors beyond our control may affect the actual resulting sound performance of the silencer, J : 7) f r") 7-1 r- • 1:11GREENHECK Extruded BACKDRAFT DAMPER EM-30 SERIES Vertical Mount - Horizontal Airflow Application and Design The EM-30 series is a vertical mounted backdraft damper that is degned to allow horizontal airflow and prevent reverse airflow. The damper is opened by air pressure differential and closed by gravity. Ratings (See page 2 for specific limitations) Pressure: 4-0 - 10.0 in. wg (996 Pa- 2491 Pa) differential pressure, Velocity: 2500 to 3500 fpm (13 m/s- 18 m/s) Temperature: 180qF (82°C) Standard Construction Frame: Heavy gauge 806375 extruded aluminum, (0,125 in. (3.2mml thickness) Blades: Heavy gauge 606375 extruded aluminum, (0 070 In. 11.8mml thickness) Axles; 14 in. (19nnm) dia. metallic Bearings: Synthetic (acetal) sleeve type Unkage: 14 in. (3mm) plated steel Blade Sale: Vinyl Size Limitations Minimum size (without weights): 8 in. W x 9 n. H (203mm x 203mm) Minimum Size (with weights): 8 in. W x 11 in. H (203mm x 279mrn) Maximum Size: 48 in. W x 74 in. H (1219mm x 108Ormr) Sizes larger then maximum shown will be supplied as two or more equal size smaller dampers required to make up the size specified_ These larger mtatiple damper assembles require field assembly and may require additional reirdoroement (not suppeed by Greenheck) to support the assembly. Options and Accessories • Counterbalance Weights t 4 • 304S5 linkage • APC (Adjustable Pressure Controller). Allows field setting of relief pressure on aH EM dampers. Use one per panel. Iviaximurri recommended pressure set limitations are as follows; _J r r -7 Area n2 tfll2) twigs= Set Pressure Ift• vli9 (PS 4 (.31) .75(1871 .50(12$) a (loot • 000 locg3) .30 (is) 1$ 016} ,20(60) 20(1.85) .15(37) 24(2,23) .1215(31) Air3 H itsreeran*rurietheri 4P0nro' 11"B $0. 14 in, (0riin) unoer size. • Optional counterbalance weights dimensioned (Sin. without weights). -, ' 114in, 11clin.7: 3% In. EM -30 EM -31 _EM-32 No Flange Flange On Flange On Discharge Intake Counterbalance weights may require field adjustment. instructions are available at www. greenheck.com, r 6 I r 4. ) fl r (-1 L./ 4._ r f _ Performance Data EM-30 Performance data results from testing a as in. x 38 in. (814mm x 914rnm) damper in accordance with AMCA Standard 500-0 using Figure 5 3 and Figure 5.5. AN data has been corrected to represent standard air at 0.075 Ibift3 (1,201 kg/m3). �peratlooil Data la. Veleelty fPfn ffflfs) WithonitYforsht Blades Sind to Open 0.03(7, 10 (.05) Fully Open 0,25 (62) 20(1t2.7} With Werglas i..;.„ ,.., Stan to Open - 041 (2,5) 10 (.05) Matins Fein Open 0,055(13.7) 1200((1) .. Wittioalifeights Rados Sinn bri Open 0.025 (110.) 10 (.05) , Males Fully Opal 0,32 1200 (6.1I WtriWeihts r g Wen Skirt to Opon 0.0i2 (3) 0 (.05) Madan Fuly 0 08420 700 (3, Leakage testing was conducted In accordance with AMCA Standard 500D and is expressed es CFM per eq. ft. of damper face area. All data has been corrected to represent standard air at 0.075 Ibile (I 201 kgfrri). Leakage 30 In 30 Dompor 4 3 4 3 t Z 11 St 13.43443%1 163 Arr Specifications Backdraft dampers meeting the following specifications shall be furnished and Installed where shown on plans arveltor as described aChedules. Dampers shall Consist of heavy gauge 8063T5 extruded aluminum channel frame (0,125 in. (3,2rreni thick) with 3106 in. (79rnrn) depth; blades from 0.070 in (1 Eintrn) 6063T5 extruded aluminum; 3/4 In. (19rnm) dia. metallic axles turning In ecetal bearings.; damper shall be equipped with extruded vinyl blade seals; and internal 1/6 in (34Tun) plated steel bade -to - blade linkage. Damper manufacturer's printed application and performance data including pressure, velocity and temperature limitations shall be submitted for approval showing damper suitable for pressures to 10 in. wg (2491 Pal, velocities to 3500 fpw (18rnis) and temperatures to 180°F (82r). Tasting and ratings to be in accordance with AMCA Standard 500-0 Basis of design is Greenback model EM-30. ars 8 a Pressure Drop - t- f a 4 e,3,1".s:k 3, a si,iff, .It woody (rponi .GREENHECK A13.63* 4 it- 9t3V4ife. W34.06.4*V*43.3....,..*633,40,110~13A, Pres 4 la \ itations a .....„ \ IS AA 14 ?ftwv.ro w..t. Velocity Limitations • I . i 4 4 1 r trdlr, Copyright Q 2011 (3reenheck Fan Corporation EM-30 Rev 6 March 2011 —1 J peeol 0 ESCRIPTION McGraw -Edison LJ _ The Impact Elite family of wall luminaires is the ideal complement to site design. Incorporating modular LightSquares technology, the Impact Elite luminaire provides outstanding uniformity and energy -conscious illumination. Combined with a rugoed oonstruction, the Impact Elite luminaire is the ideal facade and security luminaire for zones surrounding schools, office complexes, apartments and recreational facilities. tilictit. listed for wet locations. SPECIFICATION FEATURES Conetructlen Heavy -wall, dle-cast aluminum housing and removable hinged door frame for precise tolerance control and repeatability Hinged door Inset for clean mating with housing surface and ecured via two captive fasteners, Optional tamper-resietant Torx'N head fasteners offer vandal resistant access to the electrical chamber. Optic* Choice of 10 patented, high - efficiency AccuLED Optics", distributions. Optics are precisely designed to shape the light output maximizing efficiency arid application spacing. AccuLED Optics technology creates consistent distributions with the scalability to meet customized application requirements. Offered Standard in 4000K lee 275KI CCT and minimum 70 CRI. Optional 3000K, 5090K and 5700K CCT. DIMENSIONS Itiertarril Electrical LEO drivers mount to die -east aluminum back housing for optimal heat sinking, operation efficacy, and prolonged life Standard drivers feature electronic universal voltage f120-277V 50/60I1z), 347V 60el2 or 480V 60Hz operation, greeter than 0.9 power factor, less than 20% harmonic distortion, and are suitable for operation in -40°C to 40°C ambient environments. All fixtures are shipped standard with 10kVi10kA common - and differential - mode surge protection. LightSquares feature an IP66 enclosure rating and maintain greater than 90% lumen maintenance at 60,000 hours per IESNA TM-21. Emergency egress options for -20C ambient environments and occupancy Sensor available. -16-1/Thltererril HOOK-N-LOCK MOUNTING czvorroni I Wedge, Catalog # Project Type Comments Prepared by Dam Nlatinting Gaskisted and zinc plated rigid steel mounting attachment fits directly to 4° j-box or wall with the Impact Elite "HOok-N-Lock" mechanism for quick installation. Secured with MK) captive corrosion resistant black oxide coated alien head set screws txmeealed but accessible from bottom of fixture, Finish Cast components finished in e five -siege super TGIC polyester powder coat paint2.5 mil norninal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum and graphite metalfic. RAL and custom color matches available. Consult the McGraw•Edison Architectural Colors brochure fur the complete selection. Warranty Five-year war I I —Sr (22emm 18' 1457mrni ISCASSIIST/ISIN MPACT ELITE LED 1 LightSquare Solid State LED WALL MOUNT LUMINAIFIE ERTIFICATION DATA L listed LIMOComplont tSquare Ughte Contoartlune ROY DATA rock LER mixer .$ Power Fair te4 Total l-krrnunis Dirtortion 2e-2 iSe & WO, 347W60Hx, um Temperature Amoient Tereperatuna flaung IPPING DATA Approximate Nat Weight lt4 40 kosi 4 T.4 I 19,u,taBerattki.tItlai& 'www.daelonligras.ora T136'all3CEN aa January 18, 2018 a54 Sensor solutions for n Company today and the future' INSTRUCTION MANUAL For Model U3M Ultrasonic Sensors FEATURES Standard 5 feet of interconnection cable Simple push-button calibration Output 4-20 mA / 20-4 mA Built-in temperature compensation Optional High Level Alarm relay dual pole output 5A1230 Vac r Optional R5485 communications with calibration, diagnostics and data logging software r- PLC compatible Three Wire Operation fl n r n I APPLICATIONS Food and Beverages Water Pharmaceutical Mounting Options Mounting Adaptors Availab 1"- 314" NPT orl"- N ENVIRONMENTAL - Temperature : - 40 to 140°F(- 40 to 60°C) PVC Body Pressure : 1 -10 bar Installation Category : Class 11 MECHANICAL Std. Interconnection Cable ; 5- Belden #9503 : 3 Palr-24AWG 1) Supply : 12 - 30 Vdc 1 pair shielded (Red/Bik.) 2) Output : 4 - 20 mA 1 Pak shielded (Bilc./Green) 3) Comm.:RS485 (optional) 1 Pair Shielded (Blk./Wht) Ootional Relay Cable : 5'- Belden #9493 : 3-18 AWG unshielded 1) Relay (optional) DPST 5A /230Vac Enclosure : PVC-94V0 Ingress Protection : NEMA 4X (IP65) ELECTRICAL SPECIFICATIONS ' Power DC Output ' Optional 2 to 30 VDC , 0.07 A max 6 24 Vdc R load (Vs — 6) / 24 mA 4-20 mA Output 6.1 uA resolution communications port RS485 - Relay DPST 5A / 230 Vac Mounting 1"NPT New ! Fast Motion Detector 10 echoes 1 sec. Or Higher OPERATIONAL Accuracy : +/-0.10% of max. range (in lab using 4-20 Ma current output) +/-0.25% of max. range (typically in field) Response Time: Standard. Unit 2 - 3 echoes 1 sec. : Std. with less damping 6 echoes 1 sec. : Fast Protocol '1.R. 10 echoes / sec. Or higher frst IF Required Beam Angle : 10 - 12 degree at -3dB Loss of Echo : Programmable from 1 min. to 4 min. (Default = 1 min.) 22mA or 2 mA output Temp. Comp. : In transducer Calibration : Push-button or programmable via optional communications port Diagnostics :(Echo Profile) via communications port High Level Alarm 5A. Relay has hysteresis and delay of 5% of the tank height this can be adjusted using Communications software. Relay's state changes at 20mA calibration point or at 4 mA calibration point. To switch the above "push-button" or "communication soft- ware" can be used . Using push-button press and hold until the light goes off. Continuous green light indicates alarm at 20mA. !blinking green indicates alarm at 4 mA. Relay "ON" set point is adjustable using communica- tions software. CATALOGUE # • On the Web return to Horne Page & refer to Catalogue Number Structure for Ordering Information. In Product Documentation refer to page 3. TECHNICAL SPECIFICATIONS Rang* Code 148 Operating Range in Liquids ution Mounting NPT 0.33 - 6 ft. 0.10 - 1.8 m r- ,iladison Company 27 Business Park Dr., Branford, CT 06405 1.800.466.5383 Tel 203.488.4477 Fax 203.481.5036 MF-017 Rev C ECN 8221, 1W2011 Page 1 of 2 4 f•-• LJ r 1-1 fl r r r 7 L. J fl Sensor solutions for Madison Company today and the future INSTRUCTION MANUAL For Model U3M Ultrasonic Sensors PEP sVei Iry -1 Vcit ielk. Optional TX (1511kJYY ft$4185 1 coirnm„ L,RX (Wht,) mA (1311E1,) Current 4. Out + mA (Wee re) Note: - Vdc (bligand -mA (bk.) ere intetrally tonnectod Radar Standard and Exp. Proof Sensors ON Horn Dimensional Dtl. Interconnection Diag. Standard Cable 5I(1.5m) vowtedi Calibration Switch tendard 13ei Men Me•503 3 Pair ar24 A. We) Sitio Idoct „-• Mounting \ Dimensions Installation & Calibration Miniprobe Customer Junction Box Winter* Sensor - Noundea- rPT Temperature Compensation -1 tor speed (a*dI d Process Timperalure - teo-Frear " 4.14traoaelAn 40•11,JC --00.411,Stny NPT A 71 C C 0 U IP! L R fj A ;1i T c ! Y.0 03.97- FIll Optional Cable •%, \ 57(1.5m) !, Flogrion 11849•3 AING. Unob io Ictod 1Iii Je-iNhki, 1.95" 01. 25n 4.1" 3.125" I it Calibration - 4-20 or 20-4 mA Output ono Fui FULL Calibration 20 mA or 4 mA(Set Near Target) 20 or 4 mA I. Calibration mode LED colour is Green. ED 2. Push button and hold until LED turns Yellow (20mA) or push button and hold until LED turns Rad (4 mA). 3. Release button, observe LED flashes to acknowledge the calibration. a EMPTY Calibrate 4mA or 20mA (Set Far Target) I. Calibration mode LED colour is Green. 2. Push button and hold until LED turns Red ( 4mA) or push button and hold until LED turns Yellow (20ma). 31, Release button, observe LED flashes to acknowledge the calibration. ) EMPTY 4 or 20 m.44 ' Alain An ultrasonic pulsei Ineriernitted from the ARM sensor The pulse travels te the surface Wing essottored end Is rollecied off this surface back to trte sensor The time of Matti is tended by 2. Corrected with temperature end converted to an output stored directly proportional to the minertel Iowa r- Madison Company 27 Business Park Dr., Branford, CT 06405 1.800.466.5383 Tel: 203.468.4477 Fax: 203.481.5036 MF-017 Rev C ECN 6221, 10/2011 Page 2 of 2 REV, A DESCRIPTION RELEASED 10 PRODUCTION BY EO JCY 11.13 ITEMS # 16 AND # 18 ARE NOT SF IT OWN. O. DESCRIPTION PART NUMBER BI ADDED ITEM NO.I9AND f1 7 'B20EM 17 WAS A CAP SCREW B3ADDED 4'10 OVERALL LENGTH B4 REVISED HEMS JANDJ2 11.93 FACTORY SETTING VARIES FROM 8.18.13.18 BASED ON FLOAT ADJUSTMENT QTY 1 BODY MACHINED CONTROL SHAFT P VOT LEVER WAS•ER UPPER DASPOT c0MPqSSION SPRING 7 PISTON 8 UPPER ADAPTER FLANGED HEAD CAP SCREW 10 PIPE 9 11 FLOAT 13 RIGFT FLOAT LINK 90201 MBA 9095C-0202 21 9095C•0203 2L 9095C-0208 21 9095C-0207 21 Al 9095G0205 2S 9095C•0209 21A1 9095C•021021A 9095C-0220 2S 9095A•0216 MPE 9095A-0232 2F 9095C•021321A 9095A-0210 2L 1 14 LEFT FLOAT NK 15 FLOAT COLLAR 9095A-022121 1 9095C-020621A 4 '' 16 RIVET 17 GU DE PIN 8 SET SCREW, SEL LOCKING 19 PIPE ADAPTER 9095A-02112R 9095C-0227 21 9095C 21 25 9095C-0217 21 1 20 SPLIT BACKUP R NG 9095C-0229 2R NOTES: I} SHUT OFF POINT SHOWN IS FOR GASOLINE, TO DETERMINE THE PROPER SHUTOFF HEIGHT FROM THE BOTTOM OF THE FLOAT FOR THIS VALVE USE THE FOLLOWING FORMULA: ((1-SPECIFIC GRAVITY} X 5,51+3,5 2} WETTED MATERIALS: ANODIIED ALUMINUM STAINLESS STEEL ALLOYS 303 AND 18-8 E-COATED STEEL PIPE 3} THIS OVERFILL PREVENTION DEVICE LS COMPATIBLE WITH FLUIDS THAT HAVE A DENSITY GREATER THAN .717 GRAMS PER ML / 6.00 LBS PER GALLON AND A MAX VISCOSITY OF 300 CENTISTOKES, 4} THIS OVERFILL VALVE REQUIRES A MINIMUM INLET PRESSURE OF 5 PSI AND MINIMUM FLOW RATE OF 5 GPM. THE MAX INLET PRESSURE OF THIS VALVE IS 100 PSI, 5} WORKING TEMPERATURE: •40'F TO 160°F, 6} FLUID COMPATIBILITY: GASOLINE, GASOLINE ETHANOL BLEND, E•I00, DIESEL FUEL, BIODIESEL, AND FUEL OIL. OTHER FLUIDS MAY ALSO BE COMPATIBLE WITH FURTHER REVIEW, JCY 11i57 0 STANDARD TOLERANCES UNLESS 01HERWSE SPECIFIED PI. DECIMAL :,1C0 2PLPENAL t015 3PIDECIMAL. t.005 ANGULAR t 2.0' SURFACE HNAH 125piCh RMS MAX TOOL NOSE RADRJS.035 MAX BREAK AND DEfURRAll SHARP EDGES OIMENSONS ARE IN INCHES TITLE: 7' OVERFILL PREVENTION VALVE W TH FLOATS ABOVE DASHPOT TNIRD ANGLE SCALE 1:2 MATERIAL E€ PARTS LISTING Drawn: JCY Dafe:31102011 Checked: Dale: 3. Q.11 DO NOT SCALE DRAWING Morrison Bros, Co. U Dubuque, IA PART ID, NO, 9095C DWG. NO.84663.0 x 0 r-) L A fl n 1 r-1 r-) LJ n n r--. OPW 444TA AST Four Signal Tank Alarm and OPW 144TA AST Liquid Level Tank Alarm The OPW AST remote Four Signal Tank Alarm is designed to sense up to four different liquid levels or other signals using just one devioe. The OPW 144TA Tank Alarm is designed for liquid level sensing. T chnical Infornitation: Location Appfaval: Class I, Groups C & D um Voltegis: 7,2 Volts mum Current 5 ma. per input (32 ma, total) Maximum Internal Capacitance: 23 uF Maximum Internal Inductance: 33 mi.( Maximum Ambient Temperature Rating: 60 deg C Maximum Suffer,e Temperature Classificotion; T4 Surface Code Wiring limit/01one: 1000 VA maxim= between ete 144TAI444TA unit and any rents switch fur each channel of the alarm, This assumes that maximum mpacitance for any input is 60 naroFeads and 0131 the maximum. inductance ts 0,2 millitlemy per tied (tiL-913 A7.3) Note: This device is designed to wart tnavencientty and shoed not be wired in pared 101 aiher deke, except as defined in the kifowts; insteettena Requbetrienbs for devices wised b the 144TA/444TA: • Attached wiring and devices must be classed Intrinsically Sate • No vctlage or aorent source • Maidmitm c,apacitanoe; 60 nanoFarads (06 uF) per input • Maximum inductance: 200 microf-leirys (2 mkt) per Input Float Switch Technical Information: Mnimum Iquid specific. gravity: 0,45. Stem material: Suess Steel, Fine Material: Closed Celt Brvt (UL Approved) for gaWine EterviCOL Max Pressure: 150 psi 70 deg F. Thread 1/8' NPT 'NOTE: Man reriacing the battery for the 144TA,0100, epee the alarm box and locate the OPW number on the black battery morke& eta number reads '015346" then use the reteacenent part 15615M. If the mete. reeds °144TA-0100' then use the replacement pet 202891. 444TA Dimensions: A 5 12.8 B 516 1213 C 10.6 144TA Dimensions: in.cm 12.8 B 12.8 3 7.6 D 4 las 1% 35 1% 4-9 fl 1 2.5 ONE CconiEANv. CONE WORt-Co. ONE SOURCE.* Materials Enclosure: polybutylene terephthalate Wire Grommet: nylon wf buna seal Float Switch: closed cell buna toat & stainless steel rod Pipe: stainless Tank Adaptor aluminum hardcoat anodized Features • Up to four alarm signals (444TA) - That can be used for high or low liquid level sensing, interstitial monitoring, and/ or other signals in one to four separate tanks. • Selfpowered - Lithium battery with a 10-year shelf life for long service life, * Audible Alarm - Sounds a 90-decibel alarm at 4 feet away. • Visual Notifications - Red alarm light will flash during use for notification to the user. Low battery light indicates when battery needs replaced. • Corrosion -Resistant Construction - Petroleum and environmental resistant housing and all stainless steel pipe fitting ensure a long product fife. • Product /Alarm ldentffication Label - Located on top of the alarm for quick and easy identification, allowing you Ordering Specifications: Product Description 444TA 44‘.14$ ,,A.4" • Lilt" r V f4 AN' to correspond alarms to signals. Label has a protective covering. • Intrinsically Safe - Complies with ANSI/ LI 913 for Class 1, Division 1 & 2 fOr Groups C & D hazardous locations. • Cold Waffler Resistant - AJT components are safe for temperatures down to -40°F operation (and up to 120° F). • Long life Lithium Battery - Self - powered by a Lithium battery which includes a 10-year shelf life to ensure peace of mind for the owner. • Easy Installation - Requires no calibration and installs easily into a 1' tank bung. May be assembled remotely or directly on top of tank. TGTA-0400 4" Tank Bung Combo Fitting Note: Drop Tube must be used with TGTA-0400. Ib. kg 4447%04100* Four Signal Tank Alarm Box, No Float Switches 4 1.0 441AtLFS' 1447)14100 IGTA.0400 Approvals and Listings 36" Uquidtavel Float Switch Sub -Anent* WO Channel Liquid Level Tank Alarm 4" Tank Burly Gauge and Alan Combo Ming T required far use) ALLFS, item 4 la 10 4,5 RaOatemerrt Parts: Part 8 Description 441A-ILFS Uquitevel Float Switch ASSY K15412M Wire Fitting 1115411M Float Switch Items to Convert to a Low Level Mann: 202430 Im SST Nipple COMM SST Tube Battery Module H15937M 444TA-0100 See Note 144TA-0100* Conforms to ANSI! UL STD 913 Certified to CAN / CSA STD C22.2 No, 157-92 Florida EQ-610 2004 OPW PAIN Como 444TA and 144TA Instruction Sheet Order Number. 2E00655 r , 8/9(13 Pericium Powder Castries by Diarncnd Vogel I industrial & OEM Ponder Goings I TGC Petilkif Coatings r L- J 1 THE PERIDIUm EDGE • TGic polyester it)1*.".. US Co:trail Lis Ne2.5' L:n tt !I'S. POWDER TECHNOLOGY COLOR INFORMATION TECHNICAL INFORMATION TGIC Polyester Powder Coating Uses Perichume TGIC Polyester powder coatings feature characteristics of long-term exterior r`l durability, high performance mechanical properties and overbake resistance. fl LJ fl `l L, Typical applications include: • Agricufturai Equipment • Appliances • Construction Equipment • Electrical Enclosures • Lawn and Garden Equipment • Lawn Furniture • Recreational Equipment • Under -hood Automatism • Wheels and Rims Technical Data for TGIC Polyester Powder Coatings Perddiurra TGIC Polyester powder coatings offer excellent application and performance characteristics. Peridiumft tightly controlled particle size astribution prides extremely good first pass transfer efficiencies and edge coverage, along with the smoothest Ilim evadable_ Long term exterior durability, high performance mechanical properties and overtake resistance are also common characteristics of these freMIUM TGfC Polyester coatings. Cure Schedules: eze eoo 3G0 10 IS 20 25 30 - Recommended cure schedule is 10 minutes 390°F, peak metal temp. - The cure range kir TGIC Polyesters is torn 20 minutes et 360°F to 5 minutes at 420°F peak metal temperature. Faster cure formulations are available. Cured Film Properties PC I Powder Smoothness Rating .„ Specific Gravity (ASTM D792) Adhes (ASTM D3359) Gloss (ASTM D523) , Pencil Hardness (ASTM D3363) • Impact (ASTM 02794) Flexibility (ASTM D522) Humidity (ASTM 02247) Sat Spa (ASTM 8117) (properties are typical); 8-9 (high gloss) .1.2 to 1,8 58 (100%) 30-99 160+ inch lbs. . .118 inch - No fracturing hours -1,000+ hours Storage and Handling: Peridiutr0 powdre'eoatirxis should be stored at normal room temperatures and humidities (less than 80°F and 50-60% RH), Sheff life will be appiroxlmatcaly 5 months to over a year depending on storage conditions. Always rotate inventories* to ensure bottle -free perwder application. When storage conditions are not the same as the application area, allow a 24-hour acclimation period within the application area to prevent moisture condensation In the powder*, Always protect %kip and reclaimed powder from excessive heat and hernidlty„ Industrial Hygiene: Powder handling should always be done in conjunction with proper dust collection and personal protective equipment, Please refer to the Material Safety Data Sheet for mote detailed Information. • wisettperldltenpoeder.cometxratierinfoitgichatil 114 Peridium Powder Coatings by Diamond Vogel I industrial &OEM Powier Coatings TGIC Powder Coatings I •-• TGIC Polyester Color Selector Since doss cart not be represented accurately online, this page is limited to showing general color. Colors shown are Internet representations and can only approximate the actual color, To accurately view gloss and color, click here to order a color card, Use Me chart below the color samples to determine which Peridium powder coatings product will work hest for your application. o in 'These colors represent commonly lable proClucts, For specific colors, gloss and special effects, please contact your Diamond Voge click flee. ia Tractor Red ▪ Er.sot TGIC Vat I 1 1 1 at Traits Yellow Er4382 Tac Green Ricer Texture ET-6360 TGIC Tractor Blue ET-7395 TGIC Antique White ET-4393 TGIC Beige. Cilms Texture ET-8320 TGIC Safety Yellow ET-339S TGIC Dark Green ET-6494 TGIC Border Blue SIG ET-7681 TGIC Bone White ET-0591 TGIC Arctic White ET-1393 TGIG Bright Red ET-5394 TGIC Industrial Yellow ET-3390 TGIC Dead Flat Military Green Eili41301 Polyester BuNding Brown SIG ET.9310 TGIC Scale Belge Er438-1 TGIC Gloss Pure White ET-1390 TGIC Rim Orange ET-4381 TGC Construction Yellow ET-3392 TGIC Oche Drab ET-6331 TGIC Chocolate Brown SiG ET-8351 TGC Ag Off White ET-0391 TGIC Cotton White ET-1391 TGIC Safety Orange ET-4380 TGC Tractor Green ET4390 TGIC Ag Yellow ET-9394 TGIC Evergreen ET-6392 TGIC Slate Blue River Texture Booth Lite Blue ET-7397 TGIC ET-7393 TGC Brown River Texture ET•8315 TGIC Pool 'A/we Texturo ET0601 TGIC Glacier White ET-1392 TGIC Crane White ET-0394 TGIC Enclosure Beige ET.0396 TGIC Signet White ET-1397 TGIC Snow White River Texture 1111 ET-1398 TGIC Ultra Gloss Jet Black ET-9390 TGIC womperldlunipaorier .comipAder _I Nolo ic,htril Black Sparkle ET-9385 TGIC •Jet Black (80-90) SIG Jet 8lack (70-80) SIG Jet Black (55-6.5) S)G ET-9380 TGIC ET-9370 TGIC Ef-9389 TGIC 819113 Perid um Powder Coatings by Diamond Vogel 1 Industrial & OEM Powder. Coatings { TGIC Pawier Coatings Jet Black (40-50) SIG Black River Texture ET-9340 TGIC ET-0384 TGIC Ansi 70 Gray SG ET-0330 TGIC Red Oxide Epoxy Primer EE-5411 TGIC Etched Stone Speckle Speckle Sand Texture ET-0593 TGIC ET-8321 TGIC 1 Sever Sparkle ET-2381 TGIC _. Silvertone Vein ET-2389 TGIC Dull Metallic ET-2351 TGIC Goidtone Vein ET-2367 TGIC Use the chart below to determine which Pentium P Skid loader Gray ET-8381 TGIC Crane Gray ET-0397 TGIC Ansi 49 Gray Primer Gray 2 nc Primer a-0371 TGIC ET-0375 TGIC Cedar Deck Texture ET43345 TGIC Silver Chrome' ET-2385 TGIC Clear Glass ET4390 TGIC Deck Clay Texture ET-0382 TGIC Ansi 49 Gray SIG Ei'4360 TGIC Signal White Primer ET-1399 TGIC Ansi 61 Cray ET-0398 TGIC Brown Speckles Texture ET-8322 TGIC Redwood Deck. Texture Jet Black Wrinkle ET-8340 TGIC EM-9302 Polyester Dark Gray (#arnmertone Grey Ftammertone ET-2610 TGIC ET-2388 TGIC Ultra Clear UC ET-07Q1 TGIC model' Coatings product will work best for your apple Example: ET-9390: E = Powder Coating, T = TGIC First Letter Indicates Type of Product: E = Powder Coatings First Number Indicates Color: 0 = Off -Whites, Clears 1 = White 2 = Aiuminum(Metailc 3 = Yellow 4 = Orange 5 = Red 6 = Green 7 = Blue 8 = Broom, Charcoal 9 = Black Polyester. 9 = Black, 3 = 10 min. 390°F, 9 = 90 Second Letter indicates a Family of Coatings A = Acrylic E = Epoxy H = Hytxid M = Miscellaneous Cure Second Number Indicates Cure Range (Substrate at peak metal temperature): 1 = 10 min.:.? 450°F 2 = 10 min, t 425°F 3 = 10 min, @ 390°F 4 = 10 min. 375°F 5 = 15 min. 45) 350°F 6 = 20 min. 325°F T = 20 min. @ 300°F 8 = 20 min. . 275°F 9 = Below 275°F `Clear Coat Required 60° Gloss Coppertone Vein ET-2388 TGIC N = Nan -Emissive Urethane P = Primid Polyester T = TGIC Polyester U = Urethane, Emissi e Third Number Indicates Initial Gloss at 40': 0 = Wrinkle, Texture, Special Elect 1=G•19 2 = 20-29 3 = 30-39 4 = 40-49 5 = 50-59 6 = 60-69 7 = 70-79 8 = 80-89 9 = 90-99 s idi _irlsalgic)itr l 3(4 L/T ® T/ Catalog Number r FEATURES & SPECIFICATIONS INTENDED USE — An attractive and energy -efficient surface -mounted or suspended LED luminaire, suitable for wet, damp and/or cold locations. Far challenging situations where relatively low fixture mounting heightsandwidefixture spacings are common—suchasindustrialfacilities, parking garages, Ts' retail malls, multi -purpose rooms, garden centers, and airports. Certain airborne contaminants can diminish integrity of acrylic. Click here for Ac, ryjic Environmental Compatibility table, for suitabje uses. CONSTRUCTION — One-piece 5VA fiberglass housing with integral perimeter channel utilizing con- f } tinuous poured -in -place dosed cell gasket. Approved as a wireway and through wiring. Tool -less driver and wiring access.5tainless steel latches arestandard. Polycarbonate latches also available (See Options). Power connection is easily accommodated through pre -drilled holes at each end, with wet location fittings provided for maximum flexibility. Easily mounted to ceilings and structure, or suspended with r) chain, cable or rod, using stainless steel mounting brackets (included). OPTICS— 100% impact modified frosted acrylic lens with lineal ribs. Also available is an optically dear or frosted deep acrylic lens. ELECTRICAL — Utilizes high -efficiency LED's on metal core circuit boards. 4100 Kelvin temperature f� standard with additional color temperatures also available. High efficiency driver operates 120V through 277V, 50-60HZ. Integral surge protection tested in accordance with IEEE/ANSI C62.41.2 to Category C Low. Includes a temperature -sensing component that will limit the temperature of the LEDs in case of excessive ambient temperatures or misapplication. 0-10V dimming driver standard. Expected service life of 60,000 hours at 80% lumen maintenance (L80); predicted life of more than 100,000 hours. INSTALLATION — Fixture can be ceiling or suspended mounted. Stainless steel mounting brackets included (two per luminaire), pre -punched for easyfield-attachmentofbolts, screwsandothermounting 1 hardware. Covered ceiling is not required to maintain wet location listing or IP rating. LISTINGS — CSA certified toUL and C-UL standards. Listed for wet locations in ambient temps ranging from -30°C to 25°C when fixture is surface mounted or up to 40°C when fixture is suspended at least 6" from ceiling (driver would have 3 year warranty). IP65, IP66 and IP67 rated. NSF splash -zone certified and meets FDA/USDA guidelines. Nema 4X rated lens and housing. See "FEM LED Specification Matrix" for ambient temperature listing. WARRANTY— 5-year limited warranty. Complete warranty terms located at www.acuitybrands.com/CustomerResources/Terms and conditians.aspx NOTE: Actual performance may differ as a result of end -user environment and application. All values are design or typical values, measured under laboratory conditions at25°C. Specifications subject to change without notice. LJ r-1 f� RDI FORlAATI Notes FEM4LED4LIMAFDMVOLT Type Lead times will vary depending on options selected. Consult with your sales representative, Low -Profile Endosed and Gasketed Industrial FEM LED CEILING/ SUSPENDED MOUNT Example: FEM4 LED 407 IMAFL FEM4LED 4L / IMAFD MVOLT Series FEM4 LED 4' FEM8LED 8' Lumens/C or rempet tune Nominal Lumens Color temperature 3L 30001umens (blank) 4100K(CRI65) 4L 4000lumens 57 5700K (CRI 70) 61 60001umens 9l 90001umens KitTtrset IMAFL Acrylic, lineal ribbed frosted lens IMACD Acrylic, clear deep lens IMAFD Acrylic, clear deep frosted lens BistTieutgon (blank) General distribution SD Spread distribution 1f stage (blank) MVOLT 120 120V 277 277V O CS89 Cord set - NEMA type STW 16/3, 6', 600V, white, no plug, wet location CS89L12 Cord set - NEMA type STW 16/3, 12', 600V, white, no plug, wet location C588 Cord set - Brad Harrison 3P male straight 600V molded plug, 6' type STDOW yellow PVC cord, 16/3 C58802 Cord set - Brad Harrison 3P male straight 600V molded plug, 12'type STOOW yellow PVC cord, 16/3 L/SP DIM DIM2 M51_ TRS Less surge protector Pre -wired for 0-10V low -voltage dimming (100-10%) Line -voltage power control (100%-50%)' Wet location 360° motion sensor pre -wired WON/ OFF operation44 Tamper resistant Torx° T10 Screws WLF WLFEND PLCL DPMB Wet location fitting (pre -installed on top of housing)' Wet location fitting (one end) Polycarbonate latches Dual pendant mounting bracket Accessooies.Order HC36 Hook and 36" chain (ships as pair) MHHK120 10' single leg air craft cable MHHK12055 10' single leg air craft cable, stainless steel RK1 T10DRV Torx° 110 screwdriver for TRS option FEMDPMB Dual pendant mounting bracket (ships as a pair) Notes 1 The (CT value provided is of tamp source and actual CCT will vary upon levels. 2 Must specify voltage. 3 Available with 8' only. 4 For mounting up to8', specify MSI8; for mountingupto20',specify MS120;for mounting up to 40' , specify M5140. 5 WLF option does not meet NEMA 4X. INDUSTRIAL RR0_2.5000.006O FEM LED FEM LED Low -Profile Enclosed and Gasketed Specular r • DIMENSIONS Specifications subject to change without notice. All dimensions are inches (centimeters) unless otherwise indicated. FEi L1IISp iaait tnlMattit a Max. ambien temp. (°C) System Actual Surface IMAFL IMACD or IMAFD Fixture watts lumens mA Suspended' mounted Width depth depth Length Comparable fluorescent/HID FEM43L 39 3418 350 40 25 7(17.8) 43/4(12.1) 61/8(15.5) 52 (132.1) 1-lamp 32W T8, 1-lamp 54W T5H0, 70W MH FEM44L 61 4728 525 35 25 7(17.8) 43/4(12.1) 61/8(15.5) 52(132.1) 2-lamp32WT8,70WHP5 FEM8 61 78 6836 350 40 25 7 (17.8) 43/4 (12,1) 61/8 (15.5) 1001/4 (254.6) 3-lamp 32WT8, 2-lamp 54WT5H0,100W HPS, 100W MH FEMS 9L 122 9456 525 25 25 7(17.8) 43/4(12.1) 61/8(15.5) 100 1/4 (254.6) 4-lamp32WT8,150WMH u 'Values based on 4100K LEDs and deep clear actylrc "Fixture must be suspended al least6" below ceil n 7 r� L.s n lens. Calculations are estimated results for general informational purposes only. Results may vary depending on the application. PHOTOMETRICS u See www.lithonia.com for photometry reports. n LJ LJ L/THON/A LIGHT/NG FEM LED An c`AcuityBrands Company INDUSTRIAL; One Lithania Way, Conyers; GA 30012 Phone: 800-315-4963 Fax; 770-981-8191 www.bth©nia.com c 2012-2015 Acuity Brands Lighting, Inc. A Run, 08/11/15 WPLED1 0 `-• 10 Watt Surface mount or Junction Box LED Wallpack. Equivalent to 70W HPS. IESNA Full Cutoff, Fully Shielded optics. Mount at 7-10'. 5 year warranty. r LED Info n Watts: ! Color Temp: Color Accuracy: L70 Lifespan: LM79 Lumens: Li Efficacy: 10W 5000K (Cool) 92 100000 547 41 LPW Driver Info Type: 120V: 208V: 240V: 277V: Constant Current 0.21 A 0.14 A 0.12 A N/A Input Watts: 13W Efficiency: 76% r1. Technical Specifications n UL Listing: Suitable for Wet Locations as a Downlight. Suitable for 1. A Damp Locations as an Uplight. Wall Mount only. Suitable for Mounting within 4ft. of ground. Lumen Maintenance: The LED will deliver 70% of its initial lumens at 100,000 IT hours of operation. Finish: r--7 Chip and fade resistant polyester powder coat finish. b Color Consistency: 3-step MacAdam Ellipse binning to achieve consistent r ) fixture -to -fixture color. Color Stability: n LED color temperature is warrantied to shift no more than 200K in CCT over a 5 year period. r -1 Color Uniformity: RAB's of CCT (Correlated color temperature) follows -1 the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State 7 Lighting (SSL) Products, ANSI C78.377-2008. I__J Cold Weather Starting: The minimum starting temperature is -40°F/-40°C. Ambient Temperature: Suitable for use in 40°C (104°F) ambient temperatures. Fixture Efficacy: 41 Lumens per Watt. n Color Accuracy: 92 CRI. Color Temperature (Nominal CCT): 5000K. Color: Bronze Weight: 3.3 Ibs Jurtan Bow Mall I(1.-,rftura5or, Driver: Multi -chip 10W high output long life LED Driver Constant Current, Class II, 120V-240V, 50/60/ Hz, 350mA. Thermal Management: Cast aluminum Thermal Management system for optimal heat sinking. The LPACK is designed for cool operation, most efficient output and maximum LED life by minimizing LED junction temperature. Housing: Precision die cast aluminum housing, lens frame. Mounting: Junction box. California Title 24: LPACK complies with California Title 24 building and electrical codes. Green Technology: RAB LEDs are Mercury, Arsenic and UV free. Patents: The LPACK design is protected under patents pending in the U.S., Canada, China, Taiwan and Mexico. Dark Sky Approved: The International Dark Sky Association has approved this product as a full cutoff, fully shielded luminaire. For use on LEED Buildings: IDA Dark Sky Approval means that this fixture can be used to achieve LEED Credits for Light Pollution Reduction. LIGHTING Tech Help Line; 888 RAB-1000 Email: sales@rabweb.com On the web at: www.rabweb.com , VVPLEO10-conUnuad " r� (7 r7 IESNA LM~79& IESNA LM-80 Testing: RABLED luminaires have been tested bvan independent laboratory inaccordance with |EGNA LK4'7Sand 8U.and have received the Department of Energy "Lighting Facts" label. Gaskets: High Temperature Silicone. Warranty: RAB warrants that our LED products will befree from defects in materials and workmanship for a period of five (5)years from the date oYdelivery bmthe end user, including coverage oflight output, color stability, driver performance and fixture finish. See our full warranty . Equivalency: The VVPLEO10h*Equivalent indelivered lumens hoa 7OVVMetal Halide VVmUpach. HID Replacement Range: The VVPUEO1Ocan boused hzreplace 35-1OUVVMetal Halide Wallpacks based on delivered lumens. ,o^���xwr� ^~_ ' _ '' ' ' .' — --- .~-.^-:~~~^~,~~ Email: salos@mu°ob.com nnthe web at: wwmrabweb.com III MI III MI 11111 1111 MI Ill III MI 111 MI MI 1111 III ell L 4 1SHE4T1 ESCRIPTION NOTES R. SHEET INSEX ALsNREUAT IONS 5 SYMBOLS 4 � PP[INEN5 LAYOUT — SHEET l OF 2 21MPONENT LAYOUT — SHEEN 2 5F 2 USTOMER INTERCONNECTS — HET 1 CIF 5 USTOMER INTERCONNECTS — SHEET 2 U F 5 �USTOMER INTERCONNECTS — SHEET 3 OF 5 CUSTOMER INTERCONNECTS — SH'_E f 4 OF INTERCONNECTS — SHEET 5 OF 5 ��UST3MER 0 MGEL NETWORK — SHEET 1 OF 4 C.II NETWORK — SHEET 2 OF 4. `4v1L NET 5R' — SHEET 3 OF 4 3 GDL NETWORK — SHEET 4 OF 4 4 (GIIRtING LAYOUT — SHEET l OF 3 I5 WIRNG LAYOUT — SHEET 2 OF 6 WIRING LAYOUT — SHEET 3 O"r 3 3 SHEET 5 - NOTE A, ANALOG INPUTS 1,2 S 3 CAN BE CONNECTED WITH FOLLOWING IMRE OF SENSOR NH TYPE, RESISIIVO, v0ETA5E SENDERS OR CURRENT SENDERS SHEET 14.15 6 116 - LIME 95 JUMPER FOR ENCLOSURE ESTOP. RENOvE ICRMINAL BLOCK BRIDGE WHEN LNCLIISURE ESTOP IS IMPLENENIETi SHEET 0 - NO1E 0 ADD JUMPER TO PARALLELING 6ENSE1 OWL SUBSEQUENT GENSEIS REQUIRE NO JUMPER. SHEET 9 - NINE D USE THE ERISIING RT5015106 ON 11LE NEE LERIMINAE SLUR ALL CUSTOMER WIVE SIZES ARE 16 AWG/LBsq nn MIN, E00v STRANDED w1RE, UNLESS OTHERWIS[ SPECIFIED. METRIC 491-3960 1E0199W NANO MARKINGS IE0013Y CUNFIDENI!ALIIY 1E0012A INI3RRETA115N o 1EE0'1! INTER L. TOLD y G,rrlailar for9klenllal Yellti CATERPILLAR w DIA PAP1-WIRING tII ULAR CENT4OLS) 491 3960 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1■ ■ 6 ( 6 ABBREVIATIONS 5E4 CLMWRIR CIPCUII W(MtR µ µIENMIW CIRRI APO AIv ID DLL EN4K NAY(MwI AI 'AVG HVI AN ANAIAIMr WI. WERE RELATIVE WI, !AIRY KIlIIIK CINp CM CRIIROLLER ATA KW( CI CPCUII IRLM[R Cl CAI MIA LN CR COM KEAY CS CRNIP.4 SIWA (I CW1(Nt TRAMPER W C1IDNIff DC ARCS N7[Nr DI DEIAL INNS LAD 114IIµ RN!9JIPUI ▪ Dm1µ MINT EcA ELECIRW( pm log cat O(LRaN( Moto KOLLI RIAr CN EffIIAlmI IaAIL (1a EL€MOK MOO Mita PAIL an MUM! STIP PUM WAIN FuzE AN LEKAAIW Ao GPM IE INIERxµ REAM UN LS LMP WIMP LIP IWI INK KOLE LV IN' KtIKE IN IV0(TIC K 1P IOU K IWNLLY CLOSER NRE m CEIHCII) NPA NATICK RIK RSIIECrOA A4EMR K MAWIi A9R Wf WTIPML P RIP PK KNACK NWT OfAAIW POI PORMU(RR PI KAU WRY PI MEDI /I:WARMER PIK USE vKIM IaLLArWI PAN KIAEP KS KSISIW P MIAr Wiwr RID RSISIM(E IMAM KIUIW PIA DEUR SPO 1PEI IPW PO( KKR IIS@HCt CAI SIR PIN RP IR ID MAY ✓ van 6 5 SIRE COLOR K1 PA MR WPM PLUM( CLEAR ILO WED ITO CND 0.W WW1 RV IlAWANIE vn(f LAMP COLOR KI GREEN MEW MEP vMR WA(( ll( LINE STYLES SIAIAPR WI% C1611(R AIRED WING S OKO CAKE 1VISRD PAP - CPCUII BREAK ( WILE COHCTIW CRISS (1 CAHCIID W + omit Emu 0 CW@(AI CALLER! 5 4 SYMBOLS -{ F KEAI cORIACI IIQINALII OpEIII RELAY (9N(I Mi7141S CLOSED, KAIW EIENENI / - KM mil - RN IOU EKR(iKP MP IV41 WW1 SVIrCM °AOKI HMIILLT WCHa SMIICN CARµ! IBPP11Lr WNW TIME SVIICN ( LN 1 CIRCUIT RRAOR '2 KILO TEANN& KAKI PM PIN >- SOW �.y.— KIICKENCRN 1-v11E AR i2-VIRE RID Svi LO CIpHNi IWD1 PEA " 3 ERIIKA ma METRIC 491-3960 IERMNAIw4 RCSISUP IATICRA NNW NNINPM CI(HCIW Rla ABBREVIATIONS 1 SYMBOLS FOR NOTES SEE SHEET 1 E014BN SW MARKINGS IE4013Y C ilffliJIALITT IE001214 INTERPRETATION 11E5011 110IPR 1 TOi LC41 CAi9BRGd 8 8i PECORDS ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ In ■ ■ 0 000 1r 1rr 00 0Q OQ 000 ■ OA ® ® 0 FRONT VIEW Of EMCP PANEL Q EMCP 4 Q EMCP 4 PANEL 0 RS-485 ANNUNCIATOR (OPTIONAL) SPEED/Hz ADJUST (OPTIONAL) 5 SERVICE TEAL CONVECTOR N2 (CANS EXPANSION MODULES, RTO AND DLO) SERVICE fECL CONNECTOR NI u (Oa CANE ADEN, EMCP, TIERMOCUUPLE, TELEMATICS) O CIRCUIT BREAKER CLOSE PUSH BUTTON ORED LIGHT) 0 CIRCUIT BREAKER TRIP PUSH BUTTON (GREEN LIGHT) () EMERGENCY STEP PUSH BUTTON 0 RID MODULE (OPTIONAL) 6 5 u CAN 2 TEE CONNECTOR is IVR MODULE (ENI0/EMI5) u PNG FUSING VOLTAGE SENSING FUSII✓G 0 CURRENT SENSING O PO (544 RALE CONTROL SIGNAL) 0 24v4C TERMINAL STRIP Q CUSTOMER SHORE FOYER CENB*ECTION re SPACE HEATER CONTRIN S (OPTIONAL) Q JACKET VATER HEATER CONTROLS (OPTIONAL) 6 5 1 00 0 0 ui H 111111111111111 •;1�[!!LGROG.[ ooa©©.;iu ■;pI Iigimi_, il m�nrnm uilili •M [Amin 11arnp.i�O7� r uGGGar��. 111 u IF I 491-3960 REAR NIUNTEO VOLTAGE REGULATOR PANEL COMPONENT LAYOUT - SHEET I OF 2 FOR NOTES SEE SHEET I 1E014BV BRAND MARKI 1E00131 R4FIDENTIALITY IE0012A OITERPREIATION 1E0011 SNTPR B TOI z`- 16 AGRAM-VIRING (MUBULAR CONTROLS) 491-3960 pp D MI 111 III El III MI El NI III III NI IN III 111 NI NI NI OMINI TOP VIEV EF CT3NTROL PANEL uli1411.1111 11 14111'i 1111 41111111.11111111111190 11411111 111 4 IM Is IIII 111 1111 II 11 I IL1111111 IIII iiI1,H I. E11111144 1114111111111 11 11111 111111 41111111111111111111.1- S ZE I MMINII IOU II nn HIM m,IIIuo munlln 1!1 U 11111111111111111111ION 111111111'1110111111111010114 1i111I111'i1111111 II 4111:4 111111 III111111111111111;11 1 nnII!IHH11111 III IU4!IIllnnl 11ynn!nulr4In,n I_ 11101111011111111111 ;I11111 1111A1 111444111111w 114111 411.111 01111111111C1 111111 11111IL_ i1U/111ti111 �111111gz111111 . 111Mp111111 .1111l1111 111.1 ��� IIIIll0hfl1��i1111 . 1111111 �— �it1111.1I11111111I 1111411111111 ;m 44111 111111 11. - nnm1.1� 111 nAn/ll:' FRONT VIEV DF EMCP PANEL (DOOR REMOVED) 6 5 IlllllllllNiiiiiH :.1n i99199111111BE1119919 I 5 1 L 3 O 2301A GOVERNOR (3500 MUI ONLY) Q 24VDC TERMINAL STRIP O ANALOG INPUTS O DIGITAL INPUTS ® RS405 REMOTE ANNUNCIATOR TERMINAL BOARD POINTS 0 DIO MODULE (OPTIONAL) 0 VOLTAGE AND CURRENT SENSING RELAY OUTPUTS ® 2301A GOVERNOR DC FUSE (3500 MUI ONLY) Q CIRCUIT BREAMER I CONTROLS (OPTIONAL) LEFT SIDE VIEV OF EMCP PPNEL METRIC 491 3960 n CIRCUIT BREAKER 2 CONTROLS (OPTIONAL) DIO MODULE TERMINAL STRIP (OPTIONAL) 3 CAT CONNECT TERMINAL STRIP CAT CONNECT CONTROLLER O ENGINE INTERFACE HARNESS CONNECTION COMPONENT LAYOUT - SHEET 2 OF 2 FOR NOTES SEE SHEET 1 2 RDs , 4116 0t98 BRAND NARKI0 S 0013Y CDff10ENTIAj.1TY D012A 0011 INTERPRETAT INTPR N TOL fdmtid T IAGRAM-VIR[NG 491-396 l MI al el 1111 1111 III NI III MI MI 1111 1111 III III III MI III MI 6 f ••• 6 6 491-3955 STANOARO ACRES EMCP 4211/43/4,4 _ I> > > > > > > > > > a N MMMM K K K K re K A A a Q^ r r r r r r r r r r z z V1 PI W PI a ra P7 T W W u u N "a "a METRIC 491-3960 agog E F O E q N z z z z AAa< Y Y C v. U WWWO u u u u • • • 9�Y4�iY4�Y9�44lY4�Y9�Y4�Y N N N rl Y1 N r i 4i fii ii $# 4# ii 4# i a 491-3961 / 491-3964 EMCP 4.3 / 4,4 (ONLY) REFER SKET N FOR CONNECTION DETAILS ANPACITY IF SHORE POWER CUSTOMER WIRING SHOULD BE DETERMINED BY OPTIONS INSTALLED. SIPPLY APPROPRIATE AC VOLTAGE TO MATCH NH VOLTAGE 208220240) CUSTOMER SUPPLY 491-4001 VR TERMINAL BLOCK (STANDARD) CUSTOMER INTERCO4NECTS - SHEET I K 5 FOR NOTES SEE SHEET 1 w w x i PI PI BRAND MARKINGS E0190V E011131' CFNFIDEN1AUly 1IIE0012A INTERPRETATI@1 1E0011 INTPR 6 TOL Glair Dein! Mx 1,14.1 1'RECORDs 1 upsp 0100 PR MOP 506 Mo^a1W941 OIAGRAM-WIRING MOg1LAR CONTROLS) 491-3960 00 6 5 4 4 3 2 l 2 I r 1 1.33HS 33S S31ON aDj ST R➢S PVM2* PVM2- PVM2 SM Lr CB•OPN LF EIP CLS Lr CB-TRP M1 kT CB-OPN RT CB-CLE RT CB-TRP AI tl —� USER LOAD • (USER DC RETURN, a (USER DC SUPPLY, - USER LOAD I— • - USER LOAM -I-- ---� tiSER LOAD {---- - USER LOAD - • —4 USER LOAD �— - — ) USER LOAD I— - s - — (uSER DC RETURN, WEAKER TRIP SMARR (LEFTS — 4 uSER LOAD I- -j USER LOAD I-- ................ WENS. DPEN SIAM MARA/ H BREAKER ROSE SIG AL(RIGKO WEAKER 1RIP SIGNAL (RIGHT) LUSER DC SLPPLTI SHEET-5-11,D1 FROM CIRCUIT BREAKER BATTERY POSITIVE —(USER DC RETURN, _(uS£R DC SUPPLY, • 5SHEET-5-C1,D1 FROM CIRCUIT BREAKER BATTERY POSITIVE ARE RELAYS PUT RATED RESISTIVE — ' CLIPPED REAR CUSTOMER DEVICE J �� DE CUSTOMER INTERCONNECTS - SHEET 2 III II III III III III IIII III IIII • III NO III NI 8 4 361-1642 OPTIONAL DISCRETE I/O MODULE (OPTION FOR [MCP 4,2B/4,3 ONLY) • 3 LLi" p P p p R P 41 p G R A q p G 8 4 3 • METPIC 491-3960 CUSTOMER INTERCONNECTS - SHEET 3 OF 5 FOR NOTES SEE SHEET l IE019811 1E0013Y IE0012A RAND MARKINGS CONFIDENTiA LIT INTERPRETATION IEDDII IN1PR 6 Cater* Dafi#191 Team 1,01 law CORDS 716 AGRAM-WIRING ULAR CONTROLS 491-396 00 1 1 c IIII MI MI 11111 MI III Ill II III III IIII NI NI III NI MI MI NI NOTE C ARE ARA OJT 16 AWG / 7 '• t < W 6 z LJ J • 6 F40 AtF 1111-1 661.0-2 6310-G 110-4 16 AWG 16 AWG 16 AWG 16 AWG 16 AWG I AWG 16 AWG 16 AWG 14 AWG 16 AA 4 14 AWL 16 AVG 4.16 AA 4.16 AVG , • 16 AVG : 0 16 AVG 16 AWG 4 6 AA 16 AWG 16 AVG :it AK 16 AVG oit=1CICIP " 96o6161v)(4, J.JJ_J"" CL 6 4 1 6 I 3 160 Ri ARB BUI 410 AFF L61.0-1 1110-2 1613-1 1111- 4 DWI DP0.2 HARDWIRED DEAD BUS ARB[TRATIEIN rpl UP TO 8 GENERATOR ONLY ON EMCP 4.4 3 CLAIMER INTERCONNECTS - SHEET 4 OF 5 FOR NOTES SEE SHEET 1 491-396 IE0013Y C NTIALITY 1[00124 CT4TION " LEL ITPRT Cate*MrCtri I» I MIPS 06 Ann woo ocale. 6406 106 El 16 I944 I -).1)RING (NODULAR CONTROLS) 491-3960 2 ionsimmuswevainsisimmoninumuem u A L OPTIONAL MO8BUS POSSIBLE WIRING CONFIGURATION VITH RS485 DEVICE (TYPICAL) GENERATOR CONTROLS ENCLOSURE TERMINALS IOUS REF MBUS- MBUS+ RS-4B5 DB-9 CONCIOR POSSIBLE VIRING CONFIGURATION VI0H RS485 10 RS-232 CONVERTOR (TYPICAL) GENERATOR CONTROLS ENCLOSU Raul REr MBUS- MBUS+ GENERATOR CONTROLS ENCLOS " TERMINALS 4M RCr MBUS- NBUS+ USE BELDEN 9341 RS-4B5 10 RS-212 CU4VCRroi RS-4B5 10 RS-232 CQMRIOR FOR MULTIPOINT NETWORK TERMINATE VD 120 01rq RESISTOR AT THE ENDS OF THE NETWORK 5 4 OPTIONAL REMOTE RS485 ANNUNCIATOR AC/DC BOX [ OIRY+ BTRY- 485A 485AN A 485AN R 1 IC 491-3960 R1485 A'MNCu4GS (02r10944.1 REMOTE ANNUNCIATOR ENCLOSURE 158.5696 373-9468 BAT1 1T RS480.4 484-4 4 48S-A 485AN SH RS485 RS485-Dq USE BELBEN 9842 3 RS FRY, B1RY 4/A 1 RS 485r RS-485 RS 485 REr N/A 373-9469 V NOTE D CUSTOMER INTERCONNECTS - SHEET 5 Of 5 FOR NOTES SEE SHEET 1 IR 1E0198V 1E08113T_ E00 2A E001 ICa TIALI INIERPRETTIO4 TOR!. 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Ill) Wi IIIIIII: Oil 1 1;;i !;11 ;;;;1;101 1;JJriThZ,M li!j0 ilia at 1" 33,3 :7333 :333 E333 3_3_33i3 1 Mil er noiogies JOB NAME & QUOTATION NO: BCEI a€" Edge Seattle 01 & K5-19-288480-1-1 Address all Orders and Replies I o: ASCO Power Technologies 10900 Equity Dr. Equity Bldg Houston TX 77041 Fax No : (281) 829-2955 Model:110i1 RADIATOR t DUCT MOUNTEDI ' Quantity: 1 Catalog Number: 11000750HA11A10X,R4 Load Bank Rating: 750 kW GenSet Rating: 1750 kW Load Step Resolution: Nominal 20-25 % of load bank kW rating Load Voltage: 480 VAC, 3 Phase Frequency 60Hz NEMA rating: The load bank is NEMA Type 1 construction designed for installation and operation indoors. Operator Controls: Local Manual Toggle Switch Controls are provided as standard. Load selection is by individual industrial lever -type toggle switches for on/off application of load segments. Review Accessory Descriptions below to verify if an alternate control location is quoted. Control Power: An integral control power transformer is provided for control circuit operation, Certification: UUcUL Extended Warranty: Not Included sort hnciu: �. ACCESSORY ems. DESCRIPTION R4 Automatic Load Control (ALC). Automatically adjusts load bank to maintain a minimum Toad. Includes loose current transformer. Paae 2 of 4 htto://www.asconowercom r\ ^ L_' rl The ASCO Model 100 (formerly Avtron K71 1,K71 I A) Load Banks are resistive, AC load banks designed for duct or radiator mounting when up tm900 kW of � ���Ukm�x�|^ ^��^� ����k�k�.u�����".��. .~°~�~° U�� required. xr � , wr + � 4V ' � � Th8ASCO Avtron1100 load bank (part Ufthe 1000series radiator mount product range) features the most comprehensive innovations in both design and technology. Load Bank Ratings Standard capacity ratings of: ^ 10'9OOkW(based onradiator core height and width) Standard load step resolution ionominal 2O'25Y6ofload bank capacity (NN). Select from standard three phase voltage ratings of: ^ 208-6OHz ^ 800-6OHa ^ 240'60Hz ^ 400'601-1z ^ 480-60Hz Single phase 208and 24Uvoltage versions are also available. Please consult factory for non-standard ratings. Cooling System The 1OOOseries load banks are de- signed k,permanently mount onthe ra- diator orduotwmMkofageneratoroet.Ao such, the required cooling air iaprovided bythe generator sets cooling system. The 1U0Useries load banks require ominimum CFMairflow (Cubic Feet per Minute) for proper operation. Required CFMfor the load bank isbased onthe radiator height and width dimensions. Operator Controls The standard load control for the 1100 iaalocal manual control. Typical control functions include: Power On/Off switch, Master Load OnlOff switch, and Individual Load Step ovwtches.Visual indicators in' dude:PovwyrDnondC*or-Tnmpeetuna. Other control options are available, please consult factory. Construction The 11OOisconstructed using heavy gauge aluminized steel per ASTMA403. Aluminized n\eo| is the preferred con- struction material for radiator mounted load banks due hoits high temperature rating and superior corrosion protection. The load banks are available inoutdoor o/indoor type construction. Lifting eyes and duct flange adapters are provided ao standard, iofacilitate easy mounting 0o radiator orduct work, All exterior faotenersare stainless steel. The main input distribution block (or bus bar assembly) are located within the main load bank enclosure. The 110Oload banks are listed toULstandard 508A(up \oAU0kVV. Finish The 1100 model with the optional outdoor construction will feature ahigh quality baked polyester powder coat finish. The standard color iagray (ANSI S1). Two Year Warranty Included The equipment incovered byanindustry axo|unive24'month parts and labor For more information on the I 100 or any other1000 series load bank please contact a member of ^~ our sales team atoustomercacopowVer.comor216-573-7600. v Resistor Elements ASCOload banks use helically wound chromium alloy Ha|idyno elements. Elements are fully supported across their entire length hysegmented ceramic insulators onstainless steel rods. These elements are designed hz operate a1approximately 1/2odtheir maximum continuous wire rating. Elements are positioned within the cooling airstream for optimal perfor- mance. Changes inresistance due ko temperature are minimized bymain- taining conoemeUvowattdenoihea. The overall load tolerance ofthe load bank |s'O.+596.This ensures that adver- tised kWindelivered at rated voltage, The elements are continuously rated ak the specific voltage, Tests atlower vo|t- ages.withaooneopondingreduodonin overall rating, may hecarried out. Safety Features Anover-temperature switch isprovided and interlocked with the load application controls. |fanover-temperature condition exists, load will automatically bodisabled. Major fault protection isprovided by branch circuit fuse protection. Control circuit isfuse protected, The exterior ofthe load bank will have appropriate warning and caution state- ments onuooeompane|s. Ambient Temperature and Humidity The 11O0load bank |odesigned for con- tinuous dutyoyole with nolimitations, The ambient temperatures range in-20'FV/ 120"F(-280Cto500C). r) Mounting r7 .� The 1100load banks mount directly to radiator mduct work. Exact radiator core dimensions are required attime oforder. Duct flange adapters are provided as standard. It CONTROL PANEL CONTROL PANEL mmBAR CONNECTIONS SEE DETAIL 'A' �—cw .40] 1330,201 1139,701 POWER DISTRIBUTION13LOCK omTRIoUT10 SUPPORT BRACKET BLOCK .NOTE: IF DUCT ADAPTER IS USED. MOUNT USING LEFT & RIGHT FMGES ONLY. OTHERWISE USE TOP AND BOTTOMFLkNCES OF THE LOAD aMK, OUTDOOR LOUVER REP ' _JRECOMMENDED CONDUIT__ENTRY AREA - DUCT ADAPTER FLANGE SEE 150.601 CONTRmPOWER CONNECTIONS H-- W= �(RADIATOR IRAmATOR � w � � CORE � � ~~~~.~ '�~ �] ��� � � ELEMENTS | W 335 1,00 DLA (25,401 0.5m CIA 4 HOLES All dimensions are minches [ni|Unemns]. Specifications subject mchange without notice. Power Terminals and Cable Entry Aproperly sized distribution block (or bus bar assembly) iuprovided for load cable installation, Recommended cable entry area iofrom underneath the control section. Please reference above outline drawing for suggested conduit entry area. Optional Accessories ^ Control Power Transformer ^ Remote Manual Control Panel ^ Automatic Load Control (ALC) , Outdoor Type Construction ^ Critical Power Management Systems (CPMS)|ntorfaue It Reverse Power Relay (Regen Weight and Dimensions � varies based un capacity, frame size, and options Documentation - Operating Manual Acomprehensive operator's manual is supplied electronically via aU38drive. Sections include: Safety, |ns|a||ohoo. Operation, Maintenance, and Trouble- shooting, Testing and Standards ASCO|oad banks comply with NEMA\ NEC, and ANSI standards. Quality control system iucertified io|SD9UO1 standards. `^ '-i ASCO Power Technologies I AvtmLoad Bank Products 6255 Halle Drive, Cleveland, Ohio 441cs.ua,A� /oauuamx .om;vn°waxvnm' 1'216-573-7600 INnmAScoPower Technologies. All Rights Reserved. fl The ASCO Automatic Load Control is a standard accessory for 1000 SERIES (radiator mounted) or 4000 SERIES (outdoor free standing style load banks). 900 800 700 — Ft 00 O • 500 0 tt 400 300 200 100 Auto Load Control Operation • Generator Output (kW) Building Load (kW) • Load Bank (kW) Building Load (kW) Typical Automatic Load Control response graph. The Automatic Load Control (ALC) is a load bank accessory designed to add or remove load steps to maintain an approximate target load level on the generator to which the load bank is connected. The controller is intended for use with standby or emergency backup power systems. The controller is employed during a utility service power outage when the standby generator is supplying power to the building load. When the controller is operating, the load bank will automatically provide supplemental load capacity to the power source. The purpose of automatic load control is to maintain optimum load- ing of the generator and to prevent "wet stacking" on the generator which might occur when the building load alone is low in comparison to generator capacity. LOAD CONTROL AUTO KW LOAD ST 2 2 to ASCO Automatic Load Control toggle switch shown on load bank control panel. Key Features • Automatically keeps a Minimum Load on Generator Set • Used with Radiator and Freestanding Load Banks • Monitors Building Current • Loose Current Transformer Provided • Factory Set Operating Points • Extended Time Versions also available For more information on ASCO load bank products, please contact a member of our sales team at customMercare@ascopower.coMNor 216~573,7600. Spec0Gcations Operation When the automatic load control io inidateU, the controller will start the load bank bvturning nnthe blower (free standing outdoor load banks only). After etime delay (typically two t}five 8econds).the control- ler beginSodding load steps, with atime delay between the addition Dfeach step, The load steps are added insequence, usually from smallest holargest and removed in reverse sequence; finstnn/|ast off. last on/first off. The building load iScontinually monitored bymeans ofmcurrent transformer placed between the load bank and the building load. Correct placement of the current trans- former is critical to proper opera- tion of the automatic load control. The current transformer does NOT monitor the load bank itself, and oo does not monitor the total load on the generator. Only the building load is monitored, downstream from the generator and load bank. With current transformer input from actual building |ood, the control- ler adds or removes load steps to supplement the building load and maintain optimum loading on the generator, The current transformer provides input to 8 series of current sensing relays. There is one adjust- able current sensing relay for each load step. These settings are set at the factory and are based ongen- erator kVVcapacity. The current sensors enable aload step ifthe building load inless than the relay set point. The load stop is disabled ifthe building load equals o'exceeds the relay set point. The automatic load control load steps are determined bythe load steps available inthe load bank. Load step resolution with the con- troller maybe different from the load step resolution onthe load bank. ^mAutomatic Load Control circuit board, The controller window is determined bythe largest step inthe controller. The window iathe difference be- tween thetarg8tmaxinnum load at which load steps are removed, and the minimum load onthe generator after the controller has dropped its largest step. Components The ASCOAutomatic Load Control consists ofacurrent transformer, an A8C0designed circuit board and amode selector switch. The mode selector switch isadded 10the load bank control panel and isused to select load bank operation ineither Manual orAutomatic modes. MANUAL MODE: |nthe manual mode, the automatic load control is disabled and the load bank can bo used manually totest and exercise the generator. AUTOMATIC MODE: In the auto- matic mode.the|oad bank will sit idle until anexternal, normally open contact closes and initiates automatic load control operatimna. The kW capacity of, the generator tsthe single most important and essential piece_ of information needed when specifying Automatic Load Control. Generator capacity .must be known to select the current transformer and de- termine load control steps, As noted above, the generator can be overloaded if the load control ' steps and current sensor sot- ' � tings, are not appropriate for the Settings The provided current transformer iSsized tohandle the generators maximum current ut0.8 power factor. Current sense relays are set individually for each load stem. The first current sensor isset for the target maximum load (typically 8O96) minus the first load control step, usually the smallest. The next current sensor and succeeding sensors are set for the previous level minus the next load control step. Consideration must also bogiven for the load bank controls and fan m(tor(a)which may draw additional power from the generator. The poten- tial exists that these additional current draws could overload the generator if not properly compensated for. ASCO Power Technologies I Avtron Load Bank Products 625uHalle Drive, Cleveland, Ohio 44nziuu«. 02018ASo Power Technologies. All mo^*Reserved. flt CCNTROLPANEt (Mg LOCATION) HE NOIE3 POE OISJfBUTD 4 0.71 x 45CIAVER . CORNERS 10P 11BOTiOW 1.0\O Lfl0 lIOtES IGO DIA 4 PLACES 00 00 0 0 9 o o o o o SEE DETIVL "BP CONTROL NIEl—\ (AL NATE LOCATIOlt) SEE NOI BU .00 Elk "B' CON ERNS SEE DETAIL SEE '4IE 4 7— (:)0 0 0 000 0 - . , (RAD'IAIOR CORE ODII DRECTION (AJ1R CORE \Ell-) Cf MIS RECOMMDIDED 0000011 ER AREA 4. POKR DISTRIBUTIO BLOC OR BUSS BPS SUPPJED DEP:NDING ON LOAD BANK VOLTAGE kD KW, 3, THE CONTROL 'ANEL IS NOT AT THIS LOCATION F IT IS SUPPLIED OPTONALLY AS A REMOTE, 19' RACK MOUNT COMPONENT 0 IF IT'S OUN ED 0\ I-E 00-AUST SIDE OF E LOAD BAN AS S-0111 ALTERNATLY, 2, ALL DIMENSONS ARE APPROX, 1, WEIG-I NOTES: REF BO T IEIJ OUTDOOROAR REF 0001 ADAPTER F'1GE REF 2,0011P r—RDOMLE DUCT ADAPTER F ODCT ADAPIR.IS USED. MOUNT USK LEFT tc. NIT FADES OTHERWI.SE USE TOP AND B0110. lANGES Of IT LOC 800( RADIATOR MOUNT LOAD BANK GENERAL REFERENCE MUNE DRAWIN Mode11100-13" Rev H City of Tukwila Department of Community Development 9/1/2021 PAUL WICOFF 10400 RODGERS ROAD HOUSTON, TX 77070 RE: Permit No. M19-0137 EDGECONNEX 3425 S 116TH ST #133 Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/27/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for pelinit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/27/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: M19-0137 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 A1:;41441c1W4ptit ffiViwr4 September 12, 2019 Department of Community Development Correction Letter #1 Re: Response to Correction Letter Dated September 7, 2019 Name: EdgeConneX Address: 3425 S 116 St Development Permit Application #: M19-0137 Thank you for your comments. Please refer to following responses. 1-Cloud and index revision indicating corrections to plans. Response: All revisions clouded with Delta 2 to be concurrent with building permit set. 2-Provide two stamped and wet signed copies of structural engineering calculations for roof load with Evaporator -Condensing units. Response: Structural engineering calculations submitted as part of building permit DP19-092, which is the overall permit associated with this work. Calculations resubmitted along with response letter as requested. 3-Provide roof plans, cut details, of where Evaporator -Condensing units are installed on roof, including anchoring, necessary guards, drainage and support, location of and distance of electric service outlets, any other pertinent infoilliation. Response: Information originally submitted as part of building permit DP19-092, which is the overall permit associated with this work. Additional copies of structural drawings and E2.5 (showing electric service outlets on roof), resubmitted along with response letter as requested. 4-Provide generator cut details, location, anchoring. Response: M2.1 and M3.1 updated to show generator locations. Two copies of generator cutsheets submitted. Manufacturer anchoring details of generator to base tanks were submitted with original permit application for M19-0137 but are printed and provided separately again for ease of reference, Anchoring details of tanks to ground is permitted under main permit DP19-092 and is shown in structural drawings submitted as part of response to comment 3. Regards, Paul Wicoff, PE Burr Computer Environments, Inc. Cell (617) 939-1661 RECEIVED CT' OF TUKWILA SEP 2 6 2019 PERMIT CENTER CORR CTION LT1:10 10400 Rodgers Road Houston, Texas 77070 Office: (281) 374-8644 Fax: (281)374-8992 Page 1 of 1 01r1 r � City of Tukwila Allan Ekberg, Mayor Department of Community Development September 07, 2019 PAUL WICOFF 10400 RODGERS ROAD HOUSTON, TX 77070 RE: Correction Letter # 1 MECHANICAL Permit Application Number M 19-0137 EDGECONNEX - 3425 S 116TH ST #I33 Dear PAUL WICOFF, Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • 1. Cloud and index revisions indicating corrections to plans. 2. Provide two stamped and wet signed copies of structural engineering calculations for roof load with Evaporator - Condensing units. 3. Provide roof plans, cut details, of where Evaporator -Condensing units are installed on roof, including anchoring, necessary guards, drainage and support, location of and distance of electric service outlets, any other pertinent information. 4. Provide generator cut details, location, anchoring. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Vi 4VA Rachelle Ripley Permit Coordinator File No. MI9-0137 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0137 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116 ST - SUITE 133 DATE: 01/07/2020 Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued Original Plan Submittal DEPARTMENTS: uilding Divisi Public Works Fire Prevention Structural Planning Division r Permit Coordinator W PRELIMINARY REVIE Not Applicable (no approval/review required) DATE: 01/09/2020 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues Approved with Conditions DUE DATE: 02/20/2020 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg E] Fire t Ping El PW Q Staff Initials: 12/18/2013 PEAT COO COPY' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0137 DATE: 08/21/19 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116TH ST #133 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ingeon \le Public Works [-1 /444\ A-wG ci—ty Fire Prevention II Planning Division Structural LI Permit Coordinator n 1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/22/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/19/2019 Approved Corrections Required n Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: V\ \PP Departments issued corrections: Bldg Fire 12 Ping D PW Staff Initials: 12/18/2013 PROJECT NAME: t SITE ADDRESS: '6J4jS"YS"11 43 PERMIT NO: I 0 (370 ORIGINAL ISSUE DATE: 7 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: nthmeter vs eau y wvevo-- 1 0 c.41,421 01,) &VA WdYk. 61 exd \ \ ?1tolti eirViwyip. ------ . Received by.p4Or=' REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TulcwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/10/2019 Plan Cheek/Permit Number: M19-0137 LJ Response to Incomplete Letter # El Response to Correction Letter # El Revision # 1 after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Ej Deferred Submittal # Project Name: EdgeConneX Project Address: 3425 S. 116th Street RECEIVED ciTY OF TUKWILA JAN 0 7 2020 PERMIT CENTER Contact Person: Paul Wicoff Phone Number: 617-939-1661 Summary of Revision: - Updated CRA and CON schedule to include 5 additional units serving Data Hall 2. Updated equipment numbering for previously permitted equipment serving Data Hall 3. Updated sheet index. M1.1A - Changed sheet number from M1.1. M1.1B - Added entire sheet. M2.1A - Revised sheet name from M2.1. Revised piping to accommodate shifted mechanical equipment locations. M2.1B - Added entire sheet. M2.2A - Revised sheet number from M2.2. Revised piping to accommodate shifted mechanical equipment locations. M2.2B - Added entire sheet. M3.1A - Revised sheet name from M3.1. Revised ductwork to accommodate shifted mechanical equipment locations. M3.18 - Added entire sheet. M7.1 & M7.2 - Updated details 11/M7.1 and 3/M7.2. Sheet Number(s): mo.i, m1.1A, M1.18, M2.1A, M2.1B, M2.2A, M2.2B, M3.1A, M3.1B, M7.1, M7.2, S2.0 "Cloud" or highlight all areas of revision incIudingdateofrpjision Received at the City of Tukwila Permit Center by: El Entered in TRAKiT on WAPermit CenialTemplates1Forms‘Revision Submittal Form.doc Revised: August 2015 Chatiges to structural drawings (resubmitted urr S2.0 - Revised new vs. future equipment locations. uilding permit D19-0192 but resubmitted for referernder mechanical permit: PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0137 PROJECT NAME: EDGECONNEX SITE ADDRESS: 3425 S 116TH ST 133 Original Plan Submittal X Response to Correction Letter # 1 Revision # DATE: 10/01/2019 Revision # before Permit Issued after Permit Issued DEPARTMENTS: 1°1 Building Division Public Works 1 1-1 Fire Prevention Structural E Planning Division Permit Coordinator n 1 PRELIMINARY REVIEW: Not Applicable E (no approval/review required) DATE: 10/01/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/29/2019 Approved Corrections Required E Ell Approved with Conditions Ei Denied (corrections entered in Reviews) (ie: Zoning Issues) E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW EJ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 09/12/2019 Plan Check/Permit Number: M19-0137 • Response to Incomplete Letter # Response to Correction Letter # Revision # before Permit is Issued • Revision # after Permit is Issued Lil Revision requested by a City Building Inspector or Plans Examiner • Deferred Submittal # Project Name: EDGECONNEX Project Address: 3425 S 116' ST 133 Contact Person: Paul Wicoff Summary of Revision: M2.1 - Expanded floorplan to show location of generators. RECEIVED CITY OF TUKWILA SEP 2 6 2019 PERMIT CENTER Phone Number: 617-939-1661 M3.1 - Expanded floorplan to show location of generators. Sheet Number(s): M2.1, M3.1 "Cloud" or highlight all areas of revision including date frevision Received at the City of Tukwila Permit Center by 67.4/16(--A -jCY lX Entered in TRAKiT on q- 2-L111Q W:\Permi1 Center (Rachelle)Kandace - Revision Submittal Form.doc Revised: August 2015 BURR COMPUTER ENVIRONMENTS, INC }Ionic Espanol Contact Page 1 of 2 Search L&I Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries A-Z Index Help My L&I Workplace Rights Trades & Licensing BURR COMPUTER ENVIRONMENTS INC Principals BEAVER, CHARLES EMMETT III, PRESIDENT BEAVER, CHARLES EMMETT JR, VICE PRESIDENT FRANK, TIMOTHY DAVID, TREASURER BURR, RICHARD WAYNE, CHIEF EXECUTIVE OFFICER BURR, KURT N, SECRETARY (End: 09/06/2011) CARDER, DOUGLAS G, TREASURER (End: 09/06/2011) Doing business as BURR COMPUTER ENVIRONMENTS INC WA UBI No. 602 065 382 10400 RODGERS RD HOUSTON, TX 77070-1642 281-374-8644 Business type Corporation Governing persons CHARLES BEAVER III RICHARD BURR; CHARLES E BEAVER JR; TIMOTHY FRANK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. BURRCEI005PP Effective — expiration 11/06/2000— 08/18/2021 Bond TRAVELERS CAS & SURETY CO Bond account no. 061S103188827BCM $12,000.00 Received by L&I Effective date 06/27/2002 05/24/2002 Expiration date Until Canceled Insurance Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602065382&LIC=BURRCEI005PP&SAW= 10/16/2019 03 MECHANICAL SYMBOLS E3, MANUAL VOLUME DAMPER ei E 3 MOTORIZED VOLUME DAMPER fBDD E 3 BDD BACKDRAFT DAMPER iFD F®5 FD FIRE DAMPER iSD L® SD SMOKE DAMPER iFSD L®! FSD COMBINATION FIRE/SMOKE DAMPER 1-0 Chi SMOKE DETECTOR ce RISE IN DUCT ELEVATION o I a, DROP IN DUCT ELEVATION RADIUS ELBOW MITERED ELBOW WITH TURNING VANES i t En T T BRANCH CONNECTION TO MAIN I 1 f _J - TRANSITION t ► I DUCT WITH INTERNAL LINER l 1 = E -H E N ■ SUPPLY DUCT UP, DOWN - i- E Ai• : �J RETURN/EXHAUST DUCT UP, DOWN 011,00 SUPPLY GRILLE WITH AIR QUANTITY V100R/100E RETURN/EXHAUST GRILLE WITH AIR QUANTITY QT THERMOSTAT 0 HUMIDISTAT n TEMPERATURE/HUMIDITY SENSOR I T I TEMPERATURE SENSOR MECHANICAL SYMBOLS (1-PCD-1 PUMPED CONDENSATE DRAIN -RHG-it REFRIGERANT HOT GAS REFRIGERANT LIQUID (-RL-•t PIPE UP of 1 6TT PIPE DOWN ca? (, I d III d C CAP L1l 90' ELBOW RISE OR DROP IN ELEVATION HC-C---1' b I(()I d t 7 ITT ( 6 " d TEE OR BRANCH CONNECTION 41, CONNECT TO EXISTING ABBREVIATIONS E - EXISTING TO REMAIN PCD - PUMPED CONDENSATE DRAIN R - RELOCATE OA - OUTSIDE AIR D - DEMOLISH EA - EXHAUST AIR AFF - ABOVE FINISHED FLOOR RA - RETURN AIR OBD - OPPOSED BLADE DAMPER SA - SUPPLY AIR BDD - BACKDRAFT DAMPER SWR - SIDEWALL REGISTER CRAC - COMP. RM. A/C UNIT UNO - UNLESS NOTED OTHERWISE RHG - REFRIGERANT HOT GAS CFM - CUBIC FEET PER MINUTE RL - REFRIGERANT LIQUID OFCI - OWNER FURNISHED, CONTRACTOR INSTALLED. OWNER FURNISHED ITEMS ARE PURCHASED MD WARRANTED AS STATED IN THESE DOCUMENTS BY BURR COMPUTER ENVIRONMENTS, INC. AIR-COOLED CONDENSING UNIT SCHEDULE (OFCI) UNIT TAG 00N00813 CON00823 CON01013 CONO1023 CON/3111,/ CON01213 CON01123 CON01223 00N01313 CON01323 CON01413 CON01423 CON21/11 CON22112 CON23121 CON24122 CON25131 CON26132 CON27141 00N281- 2 CON31161 CON00100 CON32162 CON00200 CON00300 CON00400 MANUFACTURER LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT MODEL NUMBER MCL165E1A MCL165E1A MCL165ETA MCL165E1A MCL165E1A MCL165E1A MCL165E1A MCL165E1A MCL165E1A MCL165E1A MCL165E1A MCL110E8A MCL110E8A MCL110E8A MCL110E8A AREA SERVED DATA HALL 3 DATA HALL 3 DATA HALL 3 DATA HALL 3 DATA HALL 3 DATA HALL 3 DATA HALL 2 DATA HALL 2 DATA HALL 2 DATA HALL 2 DATA HALL 2 UPS ROOM 4 UPS ROOM 4 UPS ROOM 4 UPS ROOM 4 CRAG UNIT SERVED CRA00803 CRA01003 CRA01103 CRA00403 CRA00603 CRA01403 CRA11000 CRA12000 CRA13000 CRA14000 CRA16000 CRA00100 CRA00200 CRA00300 CRA00400 AMBIENT TEMP. ('F) 105 105 105 105 105 105 105 105 105 105 105 105 105 105 105 REFRIGERANT TYPE R-410A R-410A R-410A R-410A R-410A R-410A R-410A R-410A R-410A R-410A R-410A R-407C R-407C R-407C R-407C FAN QUANTITY (EACH) 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 FLA (EACH) 8.4 8.4 8.4 8.4 8.4 8.4 8.4 8.4 8.4 84 8.4 5-6 5.6 5.6 5.6 VOLTS/PHASE/HERTZ 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 REMARKS 1,2,3,4,5 1,2,3,4,5 1,2,3 4.5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2.3 4 5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 2.4,5,6 2,4,5,6 2,4,5,E 2,4,5,6 REMARKS: 1. 18" SUPPORT LEGS. 2. FACTORY WIRED DISCONNECT SWITCH. 3. ONE(1) REFRIGERANT RECEIVER AND BRACKET ASSEMBLY FOR EACH 3-FAN CONDENSING UNIT SECTION. 4. ALARM TERMINAL CONNECTIONS- 5. POWERED FROM ASSOCIATED CRA UNIT. 6. 48" SUPPORT LEGS. ECONO-PHASE REFRIG. PUMP MODULE SCHEDULE (OFCI) UNIT TAG MANUFACTURER ERP00803 ERPO1003 ERP01103 ERP01203 ERP01303 ERP01403 ERP11000 ERP12000 ERP13000 ERP14000 ERP1600C LIEBERT LIEBERT LI EBERT PR125AA6DD-000O LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT PR125AA6DD-0000 LIEBERT PR125AA6DD-0000 CRA14000 LIEBERT MODEL NUMBER CRAC UNIT SERVED PR125AA6DD-0000 PR125AA6DD-0000 PR125AA60D-0000 PR125AA6DD-0000 CRAW 203 CRA01303 PR125AA6DD-0000 PR125AA6DD-0000 PR125AA6D0-0000 PR125AA6DD-0000 CRA00803 CRA01003 CRA01103 CRA01403 CRA11000 CRA12000 CRA13000 CRA16000 PUMP TYPE REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANT QUANTITY OF PUMPS 2 2 2 2 2 2 2 2 2 2 2 HORSEPOWER 1.6 ''I 16 1.6 1.6 1.6 1.6 1.6 1,6 1.6 1.6 1.8 VOLTS/PHASE/HERTZ 460/3/60 1 480/360 480/3(60 480/360 480/3/60 480/3'60 48013/60 480/3/60 480/3/60 480/3/60 480/3/60 FULL LOAD AMPS (FLA) 3.5 (EACH) 1 3.5 (EACH( 3.5 (EACH) 3.5 (EACH) 3.5 (EACH) 3.5 (EACH) 3,5 (EACH) 3.5 /EACH/ 3.5 (EACH) 3.5 (EACH) 3.5 (EACH REMARKS 1.2.3 1,2,3 1,2,3 1.2 3 1,23 1 2,3 1.2,3 1,2,3 1,2.3 1.2.3 1,2,3 NOTES L DUAL PUMP CONFIGURATION WITH (1,1) REDUNDANCY. 2. 65,000 AMP SGCR 3. REFRIGERANT PUMP MODULE CONTROLLED BY ASSOCIATED CRAG ICOM CONTROL MODULE. AIR DEVICE SCHEDULE MARK MFR.& MODEL TYPE REMARKS TITUS TMSA-AA LOWERED SUPPLY ' ALUMINUM CONSTRUCTION, LAY -IN FRAME, FULL FACE, WHITE FINISH, AIR GRILLE REFER TO INLET SIZING CHART FOR NECK SIZE. V TITUS PAR PERFORATED RETURN ALUMINUM CONSTRUCTION; TYPE-3 LAY -IN FRAME, WHITE FINISH, 22Y22 AIR GRILLE NECK. (s_Ci) TITUS 301 FL SIDEWALL SUPPLY ALUMINUM CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUM FINISH. AIR GRILLE DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO LONG DIMENSION. ' TITUS 350 FL SIDEWALL EXHAUST/RETURN', ALUMINUM CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUM FINISH, AIR GRILLE 1 DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO LONG I DIMENSION. t5• 1. STANDARD WHITE FINISH. 2. PROVIDE SQUARE TO ROUND NECK TRANSITION FOR CONNECTION TO FLEX DUCT. ELECTRIC HEATER SCHEDULE MARK EUH00100 SERVES RISER ROOM CFM 300 HEATER KW 1.50 FAN MOTOR HP FRACT_ AMPS 8 VOLTS/PHASE/HERTZ 208/1/60 MANUFACTURER REZNOR MODELNUAWER EGW2 REMARKS 1, 2 REMARKS 1 PROVIDE WALL MOUNT BRACKETS 2. INTEGRAL THERMOSTAT MECHANICAL GENERAL NOTES 1. REFER TO THE SPECIFICATIONS FOR All MATERIALS, MANUFACTURERS, METHODS OF CONSTRUCTION AND INSTALLATION PROCEDURES UNLESS NOTED OTHERWISE IN THIS SET OF PLANS. 2. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMIUAR WITH THE EXISTING BUILDING AND CONDII1ONS WITHIN THE SCOPE OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OTHER TRADES PRIOR TO FABRICATING MD INSTAWNG THE MECHANICAL STSILMS. 3. THE APPROXIMATE LOCATIONS OF MECHANICAL ITEMS ARE SHOWN ON THE PLANS. THESE PLANS ARE NOT INTENDED TO GIVE COMPLETE AND ACCURATE DETAILS IN REGARD TO LOCATION OF DEVICES, EQUIPMENT, ETC.. EXACT LOCATIONS SHALL BE DETERMINED BY ACTUAL MEASUREMENTS TAKEN AT THE BUILDING AND IN COORDINATION WITH EXISTING CONDITIONS AND ALL OTHER TRADES. 4. All WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 5. WORK SHALL BE EXECUTED IN A WORKMANUKE MANNER AND SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING 5TS1EMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 6. THE CONTRACTOR IS REQUIRED TO PROVIDE SUBMITTALS FOR ALL MATERIALS AND EQUIPMENT TO BE INSTALLED WITHIN THE SCOPE OF THIS PROJECT. 7. THE CONTRACTOR SHALL WARRANT THE INSTALLATION C- THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 8. THE CONTRACTOR SHALL WARRANT THE EQUIPMENT AND INSTALLATION OF THE EQUIPMENT PURCHASED BY THE CONTRACTOR FOR ONE YEAR INTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 9. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 10. GRILLES, REGISTERS, AND DIFFUSERS SHALL BE AS PER THE SCHEDULE. FRAME TYPE OF EACH DEVICE SHALL BE DESIGNED FOR THE CEIUNG TYPE IN WHICH IT IS INSTALLED. 11. COORDINATE THE LOCATION OF ALL AIR DISTRIBUTION DEVICES WITH THE ARCHITECTURAL REFLECTED CEIUNG PLAN, INCLUDING UGHT FIXTURES, SPRINKLER HEADS, SPEAKERS, AND SMOKE DETECTORS. 12. MECHANICAL EQUIPMENT MID DEVICES (VALVES, DAMPERS, TERMINAL UNITS, ETC.) INSTALLED ABOVE INACCESSIBLE CEIUNGS SHALL HAVE ACCESS DOORS INSTALLED IN THE CEIUNG TO ALLOW FOR SERVICE. THE MECHANICAL CONTRACTOR SHALL FURNISH THESE ACCESS DOORS FOR THE GENERAL CONTRACTOR TO INSTALL. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF THESE DOORS WITH THE ARCHITECT TO BEST ALLOW FOR SERVICE AND ARCHITECTURAL APPEARANCE. 13. THE CONTRACTOR SHALL PROVIDE TEMPORARY FILTER MEDIA AS REQUIRED FOR THE OPERATION OF CRAGS, RTU'S DURING CONSTRUCTION. THESE FILTERS ARE TO BE CHANGED AS NEEDED THROUGHOUT THE CONSTRUCTION PROCESS. THE UNITS SHALL NOT RUN WITHOUT THESE FILTERS INSTALLED. THE CONTRACTOR SHALL INSTALL THE FIULIIS PROVIDED WITH THE UNIT PRIOR TO THE AR BALANCE OF EACH UNIT. REFER TO SPECIFICATIONS FOR ADDTONAL REQUIREMENTS. 14. VERIFY LOCATION OF THERMOSTATS AND SPACE TEMPERATURE SENSORS WITH THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. INSTALL THERMOSTATS AND SENSORS AT THE SAME CENTERUNE ELEVATION AS LIGHT SWITCHES. 15. ALL MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME -SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH THE TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, ASTM E-84-91A AND ANSI/UL 723-86. 16. MECHANICAL CONTRACTOR TO PROVIDE ARSIDE TEST AND BALANCE (NEBB OR AABC) FOR ALL AFFECTED HVAC SYSTEMS, INCLUDING ALL AR DEVICES, AIR TERMINAL UNITS AND FAN COIL UNITS WITHIN THE SCOPE OF WORK. REFER TO SHEET M2.1 FOR AIR QUANTITIES. 17. MECHANICAL CONTRACTOR TO PROVIDE OPERATING AND MAINTENANCE MANUALS FOR ALL EQUIPMENT TO THE OWNER 03 CRAC UNIT SCHEDULE (OFCI) UNIT TAG CRA00803 CRA01003 CRA01103 CRA01303 I CRA11000 CRA012O3 CRA12000 08A01403 '. CRA13000 CRA14000 CRA16D00 CRA00100 CRA00200 CRA00300 CRAOO400 LIEBERT MODEL NUMBER DA150DP1A DA150DP1A DA150DP1A DA150DP1A VSO42ADA000 AREA SERVED DATA CENTER 3 DATA CENTER 3 DATA CENTER 2 DATA CENTER 2 UPS RM 4 TYPE AIR-COOLED AIR-COOLED AIR-COOLED AIR-COOLED AIR-COOLED UNIT CONFIGURATION DOWNFLOW DOWNFLOW DOWNFLOW DOWNFLOW UPFLOW SUPPLY FAN SUPPLY AIR (CFM) 23,000 23,000 23.000 23,000 6,300 MOTOR QUANTITY 3 EC 3 EC 3 EC 3 EC 1 EXT. SP (IN. W.G.) 0.2 0.2 0.2 0.2 0.2 HP (EACH) 4.9 4.9 4.9 4.9 7.5 COOLING COIL EAT DB/WB ("F) 88/68 88/68 88/68 88/68 75/61 LAT DB/WB )'F) 68/61 68/61 68/61 68/61 55/54 SENSIBLE COOLING CAPACITY - KW (MBH) 140 (478) 140 (478) 140 (478) 140 (478) 36.4 (124.2) TOTAL COOLING CAPACITY - KW (MBH) 140 (478) 140 (478) 140 (478) 140 (478) 42 (143.3) FACE VELOCITY (FPM) 320 320 320 320 368 ce w LL _ E D TYPE INFRARED INFRARED INFRARED INFRARED NA CAPACITY (LBS/HR) 22.0 22.0 22.0 22.0 NA ELECTRIC REHEAT kW 30.0 30.0 30.0 30.0 NA STEPS 3 3 3 3 NA o Er 1- G w w FLA (FLA W/ HUM & REHEAT LOCKED OUT) 128.4 (116.8) 128.4 (1168) 128.4 (116.8) 128.4 (116 8) 39.2 (NA) V/P1-1/HZ 460/3/60 460/3/60 460/3/60 460/3/60 460/3160 REMARKS 1.2,3,4,5,6,7,8,9,10 12.13,14,15,16.19 1,2,3,4,5,6,7,8,9, 12,13.14.15,16,18,19 1,2,3.4,5,67,8,9,10 12,13,14,15,16,19 1,2,3,4,5,6,7,8,9, 12,13,14,15.16,18,19 3,4,5,6,9,10,11,12, 14,15,16,17,19 REMARKS: 1. ELECTRICALLY COMMUTATED FAN MOTORS. 2. R-410A REFRIGERANT. 3. 4" FILTERS, MERV-8 RATING. 4. LT460-Z25 LEAK SENSOR WITH 25 FT LEAK DE I ECTION CABLE. FIELD INSTALLED. 5. FACTORY INSTALLED DUAL FLOAT CONDENSATE PUMP. 6. ADVANCED MICROPROCESSOR -BASED TEMPERATURE AND HUMIDITY CONTROLS. 7. ACCOMPANIED BY RESPECTIVE MICRO -CHANNEL AIR-COOLED CONDENSER AND ECONOPHASE REFRIGERANT PUMP PACKAGE. REFER TO ACCU SCHEDULE. 8. 30" HIGH SEISMIC FLOOR STAND. 9. 65,000 AMPS SHORT CIRCUIT CURRENT RATING. 10. SINGLE NON -LOCKING DISCONNECT SWITCH. 11. ACCOMPANIED BY RESPECTIVE MICRO -CHANNEL AIR-COOLED CONDENSER. REFER TO ACLU SCHEDULE. 12. LOW VOLTAGE TERMINAL PACKAGE. 13. REHEAT AND HUMIDIFIER LOCKOUT. 14. UNITY COMMUNICATION NETWORKING CARD. 15. SMOKE SENSOR WITH UNIT ALARM AND SHUTDOWN, INCLUDING SUPERVISION CONTACTS. 16. !COM CONTROL WITH LARGE DISPLAY. 17. R-407C REFRIGERANT. 18. DUAL NON -LOCKING DISCONNECT WITH REVERSING STARTERS. 19. FUSEBLOCK OPTION TO SERVE POWER TO RESPECTIVE ERP AND CONS. MECH MATERIAL SPECIFICATIONS 1. REFRIGERANT PIPING UP THROUGH 2": DRAWN TEMPER COPPER TUBING ASTM B280 TYPE 'AR" WITH WROUGHT COPPER FTTINGS (ASTM B16.22). SILVER SOLDER ALL JOINTS WITH AWS A5.8 CLASSIFICATION B AG-1 SILVER SOLDER. UTILIZE NITROGEN PURGE WHILE BRAZING. 2. REFRIGERANT VALVES: A) SHUT OFF VALVE UP THROUGH 2": 1) STRAIGHT THROUGH BALL VALVES: VALVE RATED FOR 500 PSIG WORKING PRESSURE AND 275F WORKING TEMPERATURE, FULL PORT, FORGED BRASS OR BRONZE BODY AND BONNET COVER, CHROME PLATED BRONZE BALL, PTFE, OR TFE SEATS, AND WITH SOLDER END CONNECTIONS. 2) PACED -ANGLE VALVES: RATED FOR 500 PSIG WORKING PRESSURE MD 275E WORKING TEMPERATURE. FORGED BRASS OR BRONZE BODY, FORGED BRASS SEAL CAPS WITH COPPER GASKET, BACK SEATING, RISING STEM MD SEAT, MOLDED STEM PACKING, AND WITH SOLDER END CONNECTIONS. B) SERVICE VALVES: RATED FOR 500 PSIG WORKING PRESSURE AND 275F WORKING TEMPERATURE. FORGED BRASS BODY WITH COPPER STUBS, BRASS CAPS, REMOVABLE VALVE CORE AND WITH SOLDER END CONNECTIONS. 3. REFRIGERANT SPECIALTIES: A) MOISTURE/LIQUID INDICATORS: RATED FOR 500 PSIG WORKING PRESSURE AND 2757 WORKING TEMPERATURE. ALL BRASS BODY WITH REPLACEABLE, POLISHED, OPTICAL VIEWING WINDOW WITH COLOR CODED MOISTURE IND,CATOR AND WITH SOLDER END CONNECTIONS. B) STRAGHT THROUGH OR MOLE TYPE STRANERS: RATED FOR 500 PSIG WORKING PRESSURE AND 275F WORKING TEMPERATURE. FORGED BRASS OR STEEL BODY WITH STANLESS STEEL WIRE OR BRASS REINFORCED MOREL SCREEN. 80 TO 100 MESH IN LIQUID ONES UP TO 96" IN SIZE, 60 MESH FOR LARGER LIQUID ONES, AND 40 MESH IN SUCTION ONES. PROVIDE SCREWED CLEAN OUT PLUG AND SOLDER END CONNECTIONS, C) PERMANENT FILTER DRIERS: RATED FOR 350 PSIG WORKING PRESSURE AND 225'F WORKING TEMPERATURE. STEEL SHELL AND WROUGHT COPPER FITTINGS FOR SOLDER END CONNECTIONS. MOLDED FELT CORE SURROUNDED BY DESSICANI. 4. PIPING INSULATION: A) REFRIGERANT PIPING (HOT GAS AND UQUID FOR DATA CENTER DSE SYSTEMS): 1" THICK CLOSED -CELL FLEXIBLE ELASTOMERIC. ALUMINUM JACKET WITH PRE -MOLDED FITTINGS (OUTDOOR ONLY). B) REFRIGERANT PIPING (HOT GAS FOR UPS RM DS SYSTEMS): 1 THICK CLOSED -CELL FLEXIBLE ELASTOMERIC. ALUMINUM JACKET WITH PRE -MOLDED FITTINGS (OUTDOOR ONLY). C) CONDENSATE DRAIN: )6" THICK FIBERGLASS WITH AS.. SEAL VAPOR BARRIER. PROVIDE PRE -MOLDED FITTINGS. D) CRAG AND ERP EQUIPMENT: INSULATE ALL UNINSULATED INTERNAL REFRIGERANT PIPING, FITTINGS AND REFRIGERANT PUMP WITH 1/2' THICK CLOSED -CELL FLD(IBLE ELASTOMERIC. 5. ALL DUCTWORK SHALL BE CONSTRUCTED OF NEW LOCK FORMING QUALITY GALVANIZED SHEET METAL IN ACCORDANCE WITH THE LATEST SMACNA STANDARDS TO THE 2' W.G. PRESSURE CLASSIFICATION. ALL LONGITUDINAL SEAMS AND TRANSVERSE JOINTS SHALL BE SEALED PER SMACNA DUCT SEALING REQUIREMENTS SEAL CLASS 'B". SEAL WITH A WATER BASED ADHESIVE SEALER DESIGNED FOR MEDIUM VELOCITY DUCT SYSTEMS. SEALER SHALL BE HARDCAST, INC., IRON GRIP WATER BASE DUCT SEALANT #601 " DUCTWORK SHALL BE HUNG AS HIGH AS POSSIBLE FROM THE BUILDING STRUCTURE WITH HANGER ASSEMBUES IN ACCORDANCE WITH 'SMACNA" REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL RISES, DROPS, AND OFFSETS IN DUCTWORK AS REQUIRED. 6. All INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, MD ADHESIVE USED TO ADHERE FACING OR JACKET TO INSULATION) FIRE AID SMOKE HAZARD RATING (AS TESTED BY PROCEDURE ASDA E84, NFPA 225, AND UL 273) NOT EXCEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. 7. ALL EXPOSED SUPPLY, RETURN, MID EXHAUST AIR DUCTWORK SHALL NOT BE INSULATED. ALL CONCEALED SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 1/2' THICK DUCT WRAP, 3/4 LB/CU.FT. INSULATION. INSULATION SHALL HAVE A FACTORY APPUED FOIL-SKRIM-KRAFT FACING CONSISTING OF 0.35 MIL ALUMINUM FOIL REINFORCED WITH GLASS YARN MESH AND LAMINATED TO 40 POUND CHEMICAL TREATED, FIRE RESISTANT KRAFT. OVERLAP ALL SEAMS, STAGGER LONGITUDINAL SEAMS. SEAL SEAMS WITH 4' WIDE PRESSURE SENSITNE TAPE AND OUTWARD CUNCHING STAPLES. USE SPEED CUP PINS ADHERED TO DUCT SURFACES OVER 18' IN WIDTH ON 16" CENTERS AND MAX. 3' FROM INSULATION SEAMS. APPLY BRUSH ON VAPOR RETARDANT MASTIC OVER TAPE EDGES, PINS, MD TEARS IN THE FOIL VAPOR BARRIER. MINIMUM INSULATION MUST MEET IEC (R-3.3). 8. MECHANICAL CONTRACTOR TO PROVIDE 5 DAYS OF ASSISTANCE FROM STARTUP TECHNICIAN OR QUALIFIED PERSONNEL TO ASSIST COMMISSIONING AGENT DURING COMMISSIONING PERIOD. 9. MECHANICAL CONTRACTOR TO PROVIDE ROOF CURBS AND SHEET METAL HOODS FOR PIPE PENETRATIONS. GEN CONTRACTOR TO CUT ROOF, INSTALL ROOF CURBS, AND FLASH IN ROOF MEMBRANE. COORDINATE SIZE OF OPENING WITH ELECT TO INCLUDE POWER MD CONTROL CONDUITS. FAN COIL UNIT - CONDENSING UNIT SCHEDULE AIR HANDLING UNIT MARK MFG. MODEL # OA CFM BLOWER HEATER KW/STEPS ELECTRICAL ACC CFM •E.S.P. HP VOLT/PH MCA MOCP FC000700 TRANE BCHCO24E2 150 800 0.5 1 8/2 208/3 33.54 35 4TTR6024 FC000800 TRANE BCHCO24E2 150 800 0.5 1 8/2 208/3 33.54 35 4TTR6024 EVAPORATOR -CONDENSING UNIT MARK MFG. CLG. CAPACITY EVAPORATOR CONDENSING UNIT SENS TOTAL CFM EDB EWB APD MODEL # V/PH MCA MOCP LBS AMB TEMP CON00700 TRANE 18.93 22.03 800 77 63.2 0.444 4TTR6024 208/1 13 20 162 95 CON00800 TRANE 18.93 22.03 800 77 63.2 0.444 4TTR6024 206/1 13 20 162 95 1. FACTORY PROVIDED, UNIT MOUNTED NON -FUSED DISCONNECT FOR FAN COIL UNIT. 2. FACTORY PROVIDED, UNIT MOUNTED CONVENIENCE RECEPTACLE. 3. 7-DAY PROGRAMMABLE, WALL MOUNTED THERMOSTAT, MECHANICAL CONTRACTOR PROVIDED, ELECTRICAL CONTRACTOR WIRED. 80 DEGREE COOLING SETPOINT/69 DEGREE HEATING OCCUPIED SETPOINT. PROVIDE LOCKING COVER. 4. PROVIDE CRANKCASE HEATER KIT. 5. PROVIDE MERV 6 FILTERS AND FILTER RACK. MECHANICAL DRAWING INDEX NUMBER DRAWING TITLE M0.1 MECHANICAL SYMBOLS, NOTES, SPECIFICATIONS, & SCHEDULES M1.1A MECHANICAL DEMOLITION PLAN MA.1 B MECHANICAL DEMOLITION PLAN M2.1A MECHANICAL PIPING PLAN M2.1B MECHANICAL PIPING PLAN M2.2A MECHANICAL ROOF PLAN M2.28 MECHANICAL ROOF PLAN M3.1A MECHANICAL DUCTWORK PLAN M3.16 MECHANICAL DUCTWORK PLAN M7.1 MECHANICAL SECTIONS AND DETAILS M7.2 MECHANICAL SECTIONS AND DETAILS Perm6 8uu 1)4 s' ar /ee ..• ,ea c,1na c 0 SEPARATE PERMIT REQUIRED FOR'. Mechanical (� Electrical d Plumbing Gas Piping City of Tukwila BUILDING DIVISION RECEIVED CITY OF i-UKW LA JAN 07 2020 PERMIT CENTER N 11l%.ol37 iE 7'1 Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 !�VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.Mmk.com ( TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 1 ISSUES & REVISIONS Na Date Description 1 2 3 4 06/03/19 ISSUE FOR PERMIT 07/24/19 CITY COMMENTS 0 09/12/19 12/09/19 CITY COMMENTS 0 ADDENDUM #1 03 •_'`/,IVGL:� Rs 01 Te MEcxnrncnr, SYMBOLS, NOTES, SPECS & SCHEDS, „SERE 'TITLE DRAWN: TQB REVIEWED: TDF PROJECT NO.: C1766 MO.1 PROPRIETARY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. MECHANICAL DEMOLITION PLAN SCALE. 1/8'•P-0' KEYED NOTES 01 DEMOLISH All EXISTING MECHANICAL EQUIPMENT AND ASSOCIATED DUCTWORK, PIPING, ETC. IN THIS AREA UNLESS SHOWN OTHERWISE ON SHEETS 142.1 MD M3.1. FIELD VERIFY EXISTING CONDITIONS. GENERAL NOTES 1. REFER TO SHEET M0.1 FOR ALL SYMBOLS ON DOS SHEET. 2. REMOVE ALL DUCTWORK, HANGERS, TERMINAL BOXES, AND DIFFUSERS SHOWN BOLD. REMOVE ALL ASSOCIATED CONTROLS WIRING AND ASSOCIATED DEVICES. MECHANICAL LEGEND TO BE REMOVED TO REMAIN fECET1/E)) CITY Or i LK tVN.A JAN Dry 2070 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmacom 1 r TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 1 ISSUES & REVISIONS Na Date r Dpp'►Ption 1 06/03/19 ISSUE FOR PERMIT 2 07/24/19 CITY COMMENTS 01 3 09/12/19 CITY COMMENTS 02 4 12/09/19 ADDENDUM #1 03 I 'Ity% of Tu';`6Vi`. a '' �vi.)ii-.k.lE�'.'s r�4'✓:':. 91113MzTILE MECHANICAL DEMOLITION PLAN DRAWN: TQB REVIEWED: TDF PROJECT NO.: C1766 PROPRIETARY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1 UP MECHANICAL DEMOLITION PLAN eb SCALE. V8•-f-0• KEYED NOTES Ot CRA15000 TO BE RELOCATED. SEE SHEETS M2.1B AND 113.1E FOR NEW LOCATION. 02 EXISTING SUPPLY MR OPENINGS TO BE MOVED TO ALJGN WITH NEW CRAC UNITS TO BE INSTALLED. SEE SHEET M3.1 B FOR NEW LOCATIONS. GENERAL NOTES 1. REFER TO SHEET 1.10.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REMOVE ALL DUCTWORK, HANGERS, TERMINAL BOXES, AND DIFFUSERS SHOWN BOLD. REMOVE All ASSOCIATED CONTROLS WIRING AND ASSOCIATED DEVICES. MECHANICAL LEGEND TO BE REMOVED TO REMAIN M19-0137 f?ECEIVE17 CITY OF 'i Vii ALA JAN 07 2020 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 TYVLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vImk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 X CD CD N 0 CC LLJ J (Cl— j �O J 0) Q U0 J 0 CV W CO O W I0 U) l ISSUES & REVISIONS No. Date Description 1 2 3 4 06/03/19 07/24/19 09/12/19 12/09/19 ISSUE FOR PERMIT CITY COMMENTS 0 CITY COMMENTS 02 ADDENDUM 11 0 ^rr MECHANICAL DEMOLITION PLAN DRAWN: TOB REVIEWED: TDF PROJECT NO.: C1766 M1.1B PROPRIETARY: NOT FOR DISCLOSURE OR USE WDHOUT THE WRITTEN CONSENT OF BURR COMPUTER EN4IRONMENTS, INC. 1 V= TIBI L.E 4, FCU00 'PCD E❑UH00100 RPPBA111 RPPBBI11 RPPBC111 RPPBD111 RPPBA112 RPPBC112 RPPBB112 RPPBD112 UPSBA110 OOF OPENING CRA01303 (DA-150) GENAB110 (17500) MBCBA110 MDSBA110 ATSBA110 UPSBC110 MBCBC110 ATSBB110 MBCBD110 • 90 ROOF OPENING 1 25"PCD=-1.5'P E I ' < PCD MBCBB110 - IOF OPENING CDR R.DO MECHANICAL PIPING PLAN let SCALE. 1/8••f-0• UPSB6110 03000u EPO 03000U I GENERAL NOTES 1. REFER TO SHEET M0.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEETS 117.1 AND M7.2 FOR INSTALLATION DETAILS AND SECTIONS. 3. ALL EQUIPMENT AND PIPING SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH LOCAL CODES. MECHANICAL LEGEND HOT GAS REFRIG. PIPING LIQUID LINE REFRIG. PIPING PUMPED CONDENSATE PIPING KEYED NOTES 01 ROUTE 3/4"PCD AND (2) SETS OF 7/8" REFRIG HOT GAS AND 1/2' LIQUID DIES GOWN WALL TO CONNECT TO CRAC CONNECTIONS IN TOP OF UNIT. REFER TO SECTION ON M7.2. 02 ROUTE REFRIG HOT GAS AND LIQUID LINES UP THROUGH ROOF PENETRATION AND ROOF HOOD TO CONDENSING UNITS ON ROOF. COORDINATE ROUDNG WITH ELECT CONTRACTOR FOR CONTROL AND POWER CONDUITS. REFER TO M2.2 FOR CONTINUATION. REFER TO M7.1 FOR ROOF HOOD DETAIL 03 PROVIDE 3/4"PCD VALVED AND CAPPED FOR INSTALLATION OF FUTURE CRACS. 04 ROUTE 3/4"PCD AND (2) SETS OF 1-3/8" REFRIG HOT GAS AND (2) SETS OF 1-1/8" REFRIG LIQUID UNES DOWN WALL TO CONNECT TO CRAC UNIT CONNECTIONS IN TOP OF UNIT. 05 CONNECT REFRIGERANT HOT CAS AND UQUID PIPING TO NEW CONDENSING UNIT. REFER TO MANUFACTURER PIPING SCHEMATIC AND INSTALLATION INSTRUCTIONS. O6 ROUTE REFRIG HOT GAS AND UQUID LINES THROUGH WATER TIGHT WALL PENETRATION TO CONDENSING UNIT AT GRADE. ROUTE REFRIGERANT PIPING DOWN EXTERIOR WALL COORDINATE ROUTING WITH ELECT CONTRACTOR FOR CONTROL AND POWER CONDUITS. 07 SLOPE PCD 1/8" PER FOOT, Og SEE SHEET 142.1B FOR CONTINUATION. 09 M/C TO PROVIDE ROOF CURB AND SHEET METAL H00D. G/C TO INSTALL ROOF CURB AND HOOD IN COORDINATION WITH WARRANTED ROOF SUBCONTRACTOR. REFER TO DETAIL 10/M7.1. 10 PROVIDE CLEANOUT FOR CONDENSATE PIPING. ({EC F'JE(j CITY CFILKAVIA JAN 07 2020 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 ( V ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 vNAv.Nmk.com VLMK J TETRA TECH wurw.tetretech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX (206) 883-9301 1 L�\ CD /\ CD 0 CC LLJ Q 00 J co 65 N r LJ.Ico 0- LU 1 2 4 ISSUES & REVISIONS Date 06/03/19 07/24/19 Detaiption ISSUE FOR PERMIT CTIY COMMENTS 0 09/12/19 CITY COMMENTS 12/09/19 ADDENDUM 11 02 03 PIEETITILE MECHANICAL PIPING PLAN DRAWN: TOB REVIEWED: TDF PROJECT NO.: C1776 l PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. _ s CPBC110 TRNBD110 DATA HAL:. 2 12C MECHANICAL PIPING PLAN et SCALE. 1/8••1-0• GENERAL NOTES 1, REFER TO SHEET M0.1 FOR ALL SYMBOLS ON THIS SHEET, 2. REFER TO SHEETS M7.1 AND M7.2 FOR INSTALLATION DETAILS AND SECTIONS. 3. ALL EQUIPMENT AND PIPING SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH LOCAL CODES. MECHANICAL LEGEND HOT GAS REFRIG. PIPING LIQUID LINE REFRIG. PIPING PUMPED CONDENSATE PIPING KEYED NOTES 0 ROUTE REFRIG HOT GAS AND LIQUID UNES UP THROUGH ROOF PENETRATION AND ROOF HOOD TO CONDENSING UNITS ON ROOF. COORDINATE ROUTING WITH ELECT CONTRACTOR FOR CONTROL AND POWER CONDUITS. REFER TO M2.2 FOR CONTINUATION. REFER To 1.17.1 FOR ROOF HOOD DETAIL 02 PROVIDE 3/4"PCD VALVED AND CAPPED FOR INSTALLATION OF FUTURE CRACS. ROUTE 3/4"PCD AND (2) SETS OF 1-3/8" REFRIG HOT GAS AND (2) SETS OF 1-1/8" REFRIG UOUID UNES DOWN WALL TO CONNECT TO CRAC UNIT CONNECTIONS IN TOP OF UNIT. SLOPE PCD 1/8" PER FOOT. CONNECT TO EXISTING PCD PROVIDE CLEANOUT FOR CONDENSATE PIPING. EXISTING CRAG TO BE RELOCATED WITH PIPING TO BE RECONNECTED TO MATCH ORIGINALLY INSTALLED PIPE SIZES. SEE SHEET M2.IA FOR CONTINUATION. 03 RECEiV En CITY O i L:.W:LA JAN 07 2020 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 1 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.Nmk.com ( TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 X G) CD co oo J_ / ISSUES & REVISIONS Date Description 1 2 3 4 06/03/19 ISSUE FOR PERMIT 07/24/19 CDY COMMENTS 1 09/12/19 12/09/19 CITY COMMENTS ADDENDUM j1 02 03 SHEET IMES MECHANICAL PIPING PLAN M19-0137 1 DRAWN: TOB REVIEWED: TDF PROJECT NO.: C1776 MEM M2.1B PROPRIETARY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1 04 MECHANICAL ROOF PLAN tH1 SCALE. V8••T-0• KEYED NOTES 0 MECH CONTRACTOR TO PROVIDE ROOF CURB AND SHEET METAL PIPING ROOF HOOD. GEN CONTRACTOR TO INSTALL. COORDINATE SIZE OF ROOF PENETRATION AND ROOF HOOD WITH ALL NEW AND FUTURE REFRIG PIPING AND CONDUITS. COORDINATE WITH ELECT CONTRACTOR. REFER TO DETAIL ON M7.1. 02 ROUTE INSULATED REFRIGERANT HOT GAS AND UQUID PIPING DOWN THROUGH ROOF PENETRATION AND ROOF HOOD. REFER TO 112.1A FOR CONTINUATION. 03 CONNECT REFRIGERANT HOT GAS AND LIQUID PIPING TO NEW CONDENSING UNIT AND REFRIGERANT RECEIVER CONNECTIONS. REFER TO MANUFACTURER PIPING SCHEMATIC AND INSTALLATION INSTRUCTIONS. 04 MECH CONTRACTOR TO PROVIDE ROOF CURB AND SHEET METAL HOOD FOR FUTURE CONDENSING UNIT. GENERAL CONTRACTOR TO INSTALL ROOF CURB MD HOOD IN COORDINATION WITH WARRANTIED ROOF SUBCONTRACTOR. CAPPED AND SEALED FOR FUTURE USE. REFER TO DETAIL ON M7.1. 0 ROUTE REFRIGERANT PIPING ON DURA-BLOK MODEL D8630 ROOFTOP PIPE SUPPORT. REFER TO SPECIFICATIONS FOR SPACING. 0 INSTALL OFCI UEBERT MICRO -CANNEL CONDENSING UNU ON OFCI LEG STANDS. CONTRACTOR SHALL COORDINATE HEIGHT OF STANDS PRIOR TO ROUGH -IN. 07 PROVIDE CONDENSING UNIT AND MOUNT LEVEL ON EQUIPMENT RAILS. GENERAL NOTES 1. REFER TO M0.1 FOR SPECIFICATIONS, SYMBOLS, AND LEGENDS. 2. COORDINATE ALL ROOF PENETRATIONS WITH STRUCTURAL ENGINEER AND BASE BUILDING WARRANTIED ROOFING SUBCONTRACTOR. 3. ALL REFRIGERANT PIPING SHALL BE INSULATED AND WITH ALUMINUM JACKET. MECHANICAL LEGEND HOT GAS REFRIG. PIPING LIQUID LINE REFRIG. PIPING fECE,t,Ef CITY OF 'i U):\ti,LA JAN 07 2020 PEREdIT CENTER Ph: 281-374-8644 Fax: 281-374-8992 Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com 1 1 TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ('X W O CD N Z Q CO J CL cj-co CD J C1 0) _ 1 to J w P U CI 6 ISSUES & REVISIONS Date Dacription 06/03/19 ISSUE FOR PERMIT 2 07/24/19 DIY COMMENTS 3 4 09/12/19 CRY COMMENTS 02 12/09/19 ADDENDUM 11 0 r 29211.19316 MECHANICAL ROOF PL i DRAWN: TQB REVIEWED: TDF PROJECT NO.: C1776 PROPRIETARY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. J l MECHANICAL ROOF PLAN 4f, SCALE. 118 -1'-0• KEYED NOTES 01 ROUTE INSULATED REFRIGERANT HOT GAS AND UQUID PIPING DOWN THROUGH ROOF PENETRATION AND ROOF HOOD. REFER TO 1,12.18 FOR CONTINUATION. 02 CONNECT REFRIGERANT HOT GAS AND UQUID PIPING TO NEW CONDENSING UNIT AND REFRIGERANT RECEIVER CONNECTIONS. REFER TO MANUFACTURER PIPING SCHEMATIC AND INSTALLATION INSTRUCTIONS. 03 ROUTE REFRIGERANT PIPING ON DURA-BLOK MODEL DB630 ROOFTOP PIPE SUPPORT. REFER TO SPECIFICATIONS FOR SPACING. 04 INSTALL OFCI UEBERT MICRO -CANNEL CONDENSING UNT ON OFCI LEG STANDS. CONTRACTOR SHALL COORDINATE HEIGHT OF STANDS PRIOR TO ROUGH -IN. GENERAL NOTES 1. REFER TO 110.1 FOR SPECIF1CA110NS, SYMBOLS, AND LEGENDS. 2. COORDINATE ALL ROOF PENETRATIONS WTTH STRUCTURAL ENGINEER AND BASE BUILDING WARRANTIED ROOFING SUBCONTRACTOR. 3. ALL REFRIGERANT PIPING SNAIL BE INSULATED AND WITH ALUMINUM JACKET. MECHANICAL LEGEND HOT GAS REFRIG. PIPING LIQUID LINE REFRIG. PIPING flECEIVE ) CITY o ' LI<W LA JAN 07 2020 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 J iv MK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 1 ISSUES & REVISIONS Date Description 2 3 4 06/03/19 ISSUE FOR PERMIT 07/24/19 cm' COMMENTS 01 09/12/19 12/09/19 CITY COMMENTS ADDENDUM 11 02 3 MECHANICAL ROOF PLAN J DRAWN: TOB RENEWED: TDF PROJECT NO.: C1776 TN 1 M2.2B PROPRIETARY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. -111. (t..dN /03 IEUH00100 RPPBA111 RPPBB111 RPPBC111 RPPBD111 RPPBA112 RPPBC112 RPPBB112 RPPBD112 Imo 00 6x14 200 r'W1�J MDPBA110 MDPBB110 ROOF OPENING CRA01303 (DA-150) PDUBA11D CRA01103 (DA-150) VESTIBULE PDUBB110 5 8 6x14 PDUBC110 8 16x12 12x12, MECHANICAL DUCTWORK PLAN SCALE. vs•-r-cr : 1 I=g; MPPBC110MDPBD110" 6x14 200 m AC �000 PO 3000 6x14 200 GENERAL NOTES 1. REFER TO SHEET NO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEET M7.2 FOR DETAILS AND SECTIONS. 3. ALL ROOF PENETRATIONS SHALL BE COORDINATED WITH STRUCT. ENG. ALL ROOF WORK TO BE DONE BY GC WITH WARRANTIED ROOFING SUBCONTRACTOR. 4. ALL DUCTWORK IS EXISTING UNLESS SHOWN OTHERWISE ON PLAN. INLET SIZING CHART ROUND NECK SIZE CFM RANGE 6"0 0 — 120 8"0 121 — 220 10"0 221 — 360 12"0 361 — 560 14"0 561 — 800 KEYED NOTES 01 TWO(2) 56x36 FRAMED RETURN AIR OPENINGS BY OTHERS. PROVIDE AND INSTALL 1-1/2' ANGLE IRON FRAME WITH 3/4' EXPANDED METAL TYPE GRATE MOUNTED ABOVE DATA CENTER CEILING IN FRAMED OPENINGS FOR ALL NEW AND FUTURE CRACS. COORDINATE LOCATIONS OF NEW AND FUTURE CRAC RETURN AIR OPENINGS WITH FIRE SPRINKLER BRANCH LINES AND WITH GEN CONT. REFER TO DETAIL 03/IA7.2. 02 TWO(2) 56x24 FRAMED SUPPLY AIR OPENINGS BELOW RAISED FLOOR BY OTHERS. PROVIDE AND INSTALL SHEET METAL BLANK OFF PANEL AT ALL FUTURE CRAC OPENINGS. COORDINATE LOCATIONS OF NEW AND FUTURE CRAC SUPPLY AIR OPENINGS WITH GEN. CONT. REFER TO DETAIL 03/1,17.2. 03 PROVIDE AND INSTALL 8x8 SUPPLY AIR OPENING WITH GRILLE AND ARE DAMPER ABOVE DATA CENTER CEILING. 04 GENERAL CONTRACTOR TO PROVIDE FLOOR SUPPLY GRILLES AND CEILING RETURN GRILLES IN THIS ROOM. REFER TO ARCH DWGS FOR LOCATIONS. 05 MOUNT THERMOSTAT WITH LOCKING COVER AT LOCATION INDICATED AT 48-AFF. ELECTRICIAN IS RESPONSIBLE FOR WIRING BETWEEN THE THERMOSTAT AND FCU. 0 INSTALL OWNER FURNISHED DIFFERENTIAL PRESSURE SENSOR WITH SAMPLING TUBES ACROSS INTAKE AND DISCHARGE SIDE OF CRAC FILTER. EC TO TERMINATE WIRING FROM DP SENSOR TO BMP. 07 PROVIDE AND INSTALL INSULATED SHEET METAL PLENUM WRAPPED AROUND FLOOR STAND AS SHOWN ON DETAIL 03/M7.2. 08 PROVIDE 30X24 SHEET METAL PLENUM TO CONNECT TO SUPPLY AIR OPENING ON TOP OF CRAC UNIT. 09 PROVIDE UNED RETURN AIR BOOT SIZED SAME SIZE AS UNIT INLET. 10 8' OUTSIDE AIR DUCT UP THROUGH ROOF TO ROOF CAP WITH BIRDSCREEN AND 12' PREFAB INSULATED ROOF CURB. COORDINATE WITH GEN CONTRACTOR AND WARRANTED ROOFING SUBCONTRACTOR. 11 MOUNT GRILLE ON WALL 12.-0" AFF. 12 GRILLE MOUNTED ON BOTTOM OF DUCT. 13 ELECTRICIAN IS RESPONSIBLE FOR CONTROL WIRING BETWEEN FCU AND CONDENSER. 14 PROVIDE MOTORIZED DAMPERS IN SUPPLY AIR DUCT AT CONNECTION TO ALL UPS CRAC UNITS. DAMPERS OPEN WHEN RESPECTIVE UNIT FAN IS ENERGIZED. ?ECFI:IED CITY Of JAN 07 2020 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 J I VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com J TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 C>< CD C Q A01 DATA HALL 3, POWER PLA J ISSUES & REVISIONS No. 2 3 4 Date Description 06/03/19 ISSUE FOR PERMIT 07/24/19 CRY COMMENTS 01 09/12/19 12/09/19 CRY COMMENTS ADDENDUM 11 MECHANICAL DUCTWORK PLAN DRAWN: TQB REVIEWED: TDF PROJECT NO.: C1776 1 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. GENAC110 (175oKW) GENERAL NOTES 1. REFER TO SHEET M0,1 FOR ALL SYMBOLS ON THIS SHEET, 2. REFER TO SHEET M7.2 FOR DETAILS AND SECTIONS. 3. ALL ROOF PENETRATIONS SHALL BE COORDINATED WITH STRUCT. ENG. ALL ROOF WORK TO BE DONE BY GC WITH WARRANTIED ROOFING SUBCONTRACTOR. 4. ALL DUCTWORK IS EXISTING UNLESS SHOWN OTHERWISE ON PLAN. INLET SIZING CHART ROUND NECK SIZE CFM RANGE 6"0 0 — 120 8°0 121 — 220 10"0 221 — 360 12" 0 361 — 560 14" 0 561 — 800 KEYED NOTES 01 TWO(2) 56x36 FRAMED RETURN AIR OPENINGS BY OTHERS. PROVIDE AND INSTALL 1-1/2" ANGLE IRON FRAME WRH 3/4' EXPANDED METAL TYPE GRATE MOUNTED ABOVE DATA CENTER CEILING IN FRAMED OPENINGS FOR ALL NEW AND FUTURE CRACS. COORDINATE LOCATIONS OF NEW AND FUTURE CRAG RETURN AIR OPENINGS WITH FIRE SPRINKLER BRANCH LINES AND WITH GEN CONT. REFER TO DETAIL 03/117.2. 02 TWO(2) 56x24 FRAMED SUPPLY AIR OPENINGS BELOW RAISED FLOOR BY OTHERS. PROVIDE AND INSTALL SHEET METAL BLANK OFF PANEL AT ALL FUTURE CRAC OPENINGS. COORDINATE LOCATIONS OF NEW AND FUTURE CRAC SUPPLY AIR OPENINGS WITH GEN. CONT. REFER TO DETAIL 03/M7.2. 03 CONNECT TO EXISTING DUCTWORK. 04 MOUNT GRILLE ON WALL 12'-0" AFF. OS GRILLE MOUNTED ON BOTTOM OF DUCT. 0 REBALANCE DIFFUSER TO THE CFM SHOWN ON THE PLAN. 07 RELOCATE GRILLE TO THE BOTTOM OF THE DUCT. OB PROVIDE AND INSTALL INSULATED SHEET METAL PLENUM WRAPPED AROUND FLOOR STAND AS SHOWN ON DETAIL 03/M7.2. 09 EXISTING CRAG TO BE RELOCATED WITH SUPPLY AND RETURN AIR OPENINGS TO BE REALIGNED TO MATCH ORIGINAL. MECHANICAL DUCTWORK PLAN SCALE. 1/8••?-O I ECFJv ) CITY OF l'uK VILA JAN 07 2020 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 +VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 ISSUES & REVISIONS No. 1 Date _ L Description 7 1 ' 06/03/19 I ISSUE FOR PERMIT 2 i 07/24/19 I CITY COMMENTS 01 3 4 09/12/19 —I 12/09/19 CITY COMMENTS 02 ADDENDUM #1 03 I 1 PIESTITTLE MECHANICAL DUCTWORK PLAN M19-0137 1 M3.1B ; rtva DRAWN: TDB REVIEWED: TOF PROJECT NO.: PROPRIETARY. i 1' SECURE TOP TO ROOF JACK WITH GASKETED FASTENERS AT EACH CORNER AND 12' CENTERS. INSULATED ROOF CURB CASKET AROUND FULL PERIMETER OF HOOD OPENING SECURE ROOF JACK TO CURB WITH GASKETED FASTENERS 2' IN FROM EACH CORNER AND ON 12" CENTERS. SEAL ALL CORNERS AND SEAMS. SIDE VIEW REMOVABLE DOUBLE WALL INSULATED TOP. SLOPE TO SHED WATER, TURN 1" FLANGE DOWN. SECURE TOP TO ROOF JACK WITH GASKETED FASTENERS AT EACH CORNER AND 12' CENTERS WITH ANGLE BRACKET SECURED TO BOTT. SIDE OF TOP. INSULATION WRH JACKET REFRIGERANT PIPE (TYP.) rez- ELEC CONDUIT (TYP.) L / SEALANT (TYP.) 2" MIN. THICK INSULATION BOARD SECURED TO WALLS OF ROOF PENETRATION INSULATED ROOF CURB • YYYY YYY 441w*►1w 4/16106I*w�i�i�i�w�i�i�i�i�►�i�iQw�i 1. METAL ROOF DECK 2X6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE; OVERALL THICKNESS TO MATCH INSULATION HOLES CUT THROUGH ROOF INSULATION AND ROOF DECK TO ROUTE PIPING AND CONDUITS. MIN. 3' BETWEEN HOLES IN ANY DIRECTION AND 3' MAXIMUM DIAMETER EACH. ALL HOLES SHALL BE NO CLOSER THAN 12' FROM PRECAST WEB. 12' MIN. INSULATE CONDUITS MIN. 12' BELOW ROOF DECK ROOF INSULATION ESCUTHCEON PLATE. FABRICATE IN HALVES. OVERLAP TOP AND BOTTOM (HALVES 1'. CAULK SEAM AND JOIN HALVES WITH SHEETMETAL SREWS LOCATE TOP HALF ON OUTSIDE TO SHED WATER, FILL VOID BETWEEN PIPES WITH CLOSED -CELL INSULATION. CAULK OUTSIDE OF PIPING VOIDS WITH SWCONE CAULKING. END VIEW - ESCUTCHEON PLATE: REFRIG PIPING/CONDUIT REFRIGERANT PIPE PENETRATION THROUGH ROOF NOT TO SCALE PATE ES-26 CURB WITH 1/2' THICK USG SECUROCK FACING ON ALL VERTICAL SIDES -COVER-BOARD AND THERMAL INSULATION SLAB SEAM PLATES AND FASTENERS 2x6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE - OVERALL THICKNESS TO MATCH INSULATION SINGLE -PLY ROOF MEMBRANE 03 WELD EQUIPMENT SUPPORT LEGS TO U-SHAPED BRACKETS STAINLESS. STEEL -LOVER 'GASKETED FASTENERS - BOTH SIDES U-SHAPED STAINLESS STEEL SUPPORT SET BOLTS IN SEALANT - BOTH SIDES ADHERED MEMBRANE FLASHING SEALANT WELDED SEAM BONDING ADHESIVE EQUIPMENT SUPPORT CURB NOT TO SCALE CUT FLASHING MIN. Y." INTO WALL "THUNDERLINE" LINK -SEAL SLEEVE CLOUSURE FILL WITH WATER -PROOF MASTIC SCHED. 40 GALV. STEEL PIPE SLEEVE W/ WATERSTOP. MIN. 2 PIPE SIZES LARGER THAN PIPE z EXTERIOR WALL (OR FLOOR) POLYURETHANE CAULKING POLYURETHANE CAULKING GALVANIZED HOOD OLIO GALVANIZED BOTTOM, DRILLED FOR PIPE PENETRATIONS EXTERIOR PIPING PENETRATION NOT TO SCALE MIN. 4" CLEARANCE FROM PIPE TO TOP OF CURB; MIN. 2' BETWEEN PIPES SHEET -METAL FLASHING RECEIVER 2x6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE; OVERALL THICKNESS TO MATCH INSULATION SINGLE -PLY ROOF MEMBRANE ROOF PENETRATION NOT TO SCALE STAINLESS STEEL ENCLOSURE WITH REMOVABLE TOP. CROSSBREAK OR SLOPE FOR DRAINAGE. INSTALL 1" FOAM BOARD INSULATION TIGHT TO INSIDE WALLS OF ROOF PENETRATION STAINLESS STEEL COLLAR SLOPE PIPES DOWN AND AWAY FROM HOOD REMOVABLE STAINLESS STEEL COUNTER -FLASHING ADHERED MEMBRANE FLASHING WELDED SEAM SEALANT (IF REQUIRED FOR THE SPECIFIC SYSTEM) CASKETED FASTENERS (MINIMUM 2 PER SIDE) BONDING ADHESIVE SEAM PLATES AND FASTENERS COVER BOARD AND THERMAL INSULATION ROOF DECK DEMISING WALL OR RATED PARRTION--,,` SHEETMETAL SLEEVE ESCUTCHEON PLATE ON PIPES EXPOSED WITHIN ROOMS FILL VOID WRH APPROVED NON-COMBUSTIBLE MATERIAL (ROCK WOOL INSULATION). AT RATED PARTITIONS, SEAL BOTH ENDS OF OPENING WITH APPROVED FIRE -CAULK PIPING PIPING AT INTERIOR WALL NOT TO SCALE SHOULDER BOLT REFRIGERANT PIPE PIPE INSULATION CUSHION UNISTRUT DURA-BLOK MODEL DB6 ROOF PIPE SUPPORT WITH RUBBER BASE. NO ROOF PENETRATION REQUIRED. COORDINATE LENGTH OF SUPPORT WITH REFRIG PIPING AND ELECT CONDUIT REQUIREMENTS. NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) SPACING OF SUPPORTS PER SPECIFICATIONS. SUPPORT SPACING SHALL BE BASED ON THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK. ROOF PIPE SUPPORT NOT TO SCALE RATED WALL OR PARTITION DAMPER BLADE ASSEMBLY WITH UL LISTED FUSIBLE LINK AIR ROW SIDEWALL SUPPLY AIR GRILLE OPENING IN STUD WALL FOR DUCT PENETRATION SHALL HAVE A STUD FRAME ON ALL SIDES. RETAINING ANGLE SHALL BEAR ON STUD FRAME. CONNECT SLEEVE TO DUCT W1TH SUP JOINT DUCT TRANSITION DUCT ACCESS DOOR IN DUCT. REFER TO SPECIFICATIONS FOR DOOR TYPE AND SIZE. 1-1/2"xl-1/2"x1/8" RETAINING ANGLE. SEE NOTE. NOTES: 1. PROVIDE UL LISTED DAMPER AND SLEEVE IN ACCORDANCE WITH UL 555. 2. INSTALL DAMPER AND SLEEVE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS NOT TO VOID UL LISTING. 3. EXTEND SLEEVE BEYOND WALL MAX. 6 INCHES. 4. PROVIDE EXPANSION SPACE PER MANUFACTURER'S INSTRUCTION, BUT NOT LESS THAN 1/8" PER UNEAL FOOT IN BOTH DIRECTIONS. 5. PROVIDE MINIMUM 1-1/2' x 1-1/2" x 1/8' RETAINING ANGLE ON TOP, BOTTOM AND SIDES. ATTACH ANGLES TO SLEEVE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANGLES SEAL OVERLAP WALL A MINIMUM OF 1'. DUCT FIRE DAMPER NOT TO SCALE SUPPLY AIR DUCT STAINLESS STEEL DRAWBAND WITH WORM GEAR TIGHTENING SCREW. CLAMP INNER LINER TO GRILLE COLLAR. SEAL OUTER VAPOR BARRIER TO BACK OF GRILLE/DUCT. SEE SPECIFICATIONS FOR TYPE OF TAPE, FLEX DUCT. FLOOR SPIN -IN TAP WITH VOLUME DAMPER INSULATED FLEX DUCT. MAX. 8 FT. LENGTH CEILING SCHEDULED AIR DEVICE NOTE: SUPPORT FLEX DUCT FROM STRUCTURE SO THAT IT DOES NOT KINK, SAG OR REST ON LIGHT FIXTURES, CEILING SUPPORT TEES OR TILE. SA GRILLE CONNECTION NOT TO SCALE NOTE: ELEVATE A/C UNIT SUFFICIENT DISTANCE ABOVE FINISHED FLOOR OR ROOF TO ALLOW FOR INSTALLATION OF TRAP WRH ADEQUATE DIMENSIONS TO WITHSTAND SYSTEM OPERATING PRESSURE. COORDINATE WITH DETAIL FOR A/C UNIT MOUNTING. 0 3" VENT BOTTOM ROUTE PIPE TO NEAREST FLOOR DRAN AS CLEAN OUT PLUG ELBOW SHOWN ON PLANS UNION SEE SPECIFICATIONS FOR PIPING MATERIAL DRAIN PAN CONNECTION FULL CONNECTION PIPE SIZE - MIN. 1-1/4" TOTAL HEIGHT OF TRAP= X+H+ ( 1 1/2 x PIPE DIAMETER ) FOR DRAW THRU UNITS FOR BLOW THRU UNITS X= MIN. 1/2 H (PREFERRED X=H) X= FAN STATIC PRESSURE +1" H= NEGATIVE STATIC PRESSURE +1" H= MIN. 1" CONDENSATE DRAIN PIPING NOT TO SCALE TYPICAL MANUAL VOLUME DAMPER �r MAIN SUPPLY RETURN OR EXHAUST DUCT 45' TYP. RECTANGULAR TAKE -OFF. USE SMACNA 45" ENTRY FITTING L = 1/4W (4' MIN.) SPIN -IN FITTING WITH MANUAL VOLUME DAMPER TYP. ROUND TAKE -OFF DUCT BRANCH TAKE OFF NOT TO SCALE CLAMP UNISTRUT SHOULDER BOLT BOLT UNISTRUT TO FLOOR. SHIM UNDERSIDE AS REQUIRED TO KEEP LEVEL REFRIGERANT PIPE PIPE INSULATION CUSHION NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) SPACING OF SUPPORTS PER SPECIFICATIONS. SUPPORT SPACING SHALL BE BASED ON THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK. REFRIGERANT PIPE SUPPORT NOT TO SCALE PREFORMED THERMOPLASTIC PIPE SADDLE WITH GALVANIZED CLAMP SIZED TO MATCH PIPE SIZE. KLO-SHURE OR EQUAL. THREADED ROD INSULATION UNISTRUT CUT HANGER ROD FLUSH WITH BOTTOM NUT. PIPING NOTES: 1) THIS DETAIL APPLIES TO INSULATED AND UNINSULATED COPPER PIPING. REFER TO SPECIFICATIONS FOR INSULATION REQUIREMENTS. 2) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 3) MAXIMUM ALLOWABLE SPACING OF HANGERS (HANGER SPACING SHALL BE BASED ON THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK): COPPER PIPE: ) " TO 0Y" - 5'-0" O.C. 2" TO 2Nt" - 8'-0" O.C. 4) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. MULTIPLE PIPE HANGER NOT TO SCALE SPUT RING TYPE HANGER HANGER ROD AS REQUIRED SPACING OF HANGERS PER SPECIFICATIONS 18 GA GALV. SHEETMETAL SADDLE MINIMUM 8" LONG TURNBUCKLE AS REO' PROVIDE FULL CIRCUMFERENCE 12' LONG SECTION OF HIGH COMPRESSION STRENGTH CLOSED -CELL INSULATION AT EACH HANGER POINT CLEVIS TYPE HANGER NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS: STEEL PIPE: )¢" TO tI " - 7'-0" 0.C. 2" TO 2/5" - 10'-0" O.C. COPPER PIPE: 14" TO 1" - 5-0" O.C. 2'TO2i"-8'-0"O.C. CAST IRON PIPE: ALL - 10'-0" 0.C. 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. SINGLE PIPE HANGER NOT TO SCALE RECF i :TEE CITY OF JAN 07 2020 PERMIT CENT LA ER 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph 281-374-8644 Fax 281-374-8992 1 Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 V ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.Nmk.com VLMK J 1 TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 :/ c>< CD CD cc 0 n_ w U 0 w 0 W co co co J CNI C'7 ISSUES &REVISIONS Date Description 06/03/19 ISSUE FOR PERMIT 2 07/24/19 CITY COMMENTS 01 3 09/12/19 4 12/09/19 CRY COMMENTS ADDENDUM t1 02 03 I H MEI' WILE MECHANICAL DETAILS DRAWN: TOB REVIEWED: TDF PROJECT NO.: C1776 i M7.1 PROPRIETAPY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ( 03 ROOF ROOF UNISTRUT MOUNTED TO WALL PUMPED CONDENSATE UNE HOT GAS UNE LIQUID UNE CRAC OFCI LEAK DETECTION CABLE. SCREWED TO FLOOR. FINISHED FLOOR \ LEAK DETECTION MODULE 2x2x1/8 GALV ANGLE IRON; SECURE TO FLOOR AND CAULK. NEOPRENE VIBRATION ISOLATION PADS UPFLOW CRAC UNIT NOT TO SCALE 7"/ \A / RAC L HOT GAS, LIQUID, AND PCD ii RA FINISHED FLOOR SEISMIC ANCHORING. REFER TO STRUCT. ROOF HOT GAS UNE �I LIQUID LINE PUMPED CONDENSATE UNE / r HUMIDIFICATION UNE COMPRESSOR ASSEMBLY OFCI LEAK DETECTION MODULE IN BOTTOM OF CRAC UNIT FIELD WELD UNIT TO FLOOR STAND. REFER TO STRUCT. (2)56'Wx36"H RETURN AIR OPENINGS FOR EACH CRAG UNIT. 1-1/2' ANGLE IRON FRAME AND 3/4' EXPMIDED METAL WELDED TO INSIDE. CRAC (OFCI) FILTER ASSEMBLY ELECTRIC BOX ASSEMBLY /(2)24.11x56"W SUPPLY AIR OPENINGS BELOW RASED FLOOR. PRE -FABRICATED SEISMIC FLOOR STAND. REFER T� STRUCT. FINISHED FLOOR OFCI LEAK DETECTION CABLE. SECURE TO FLOOR. 2x2x1/8 GALV ANGLE IRON; SECURE TO FLOOR AND CAULK. FRONT ELEVATION DOWNFLOW CRAC UNIT OFCI SEISMIC ANCHORING. (2)56"Wx3 OPENINGS SECURITY LA FFEXI (2)24 OPEN 30" ROOF \\/\/ \/\v/\/ \I \ H RETURN AIRRFO ' WITH IXRDED METALED ;R ;RATES FOR EACH UNIT. I�r PIPING SUPPORT TWO -TIERED UNISTRUT REFRIGERANT PIPING 0 0 0 f-IN CEIUNGJ DATA CENTER REFRIGERANT PIPING, 01�116� 16�1 HUM PIPING k.., PCD PIPING LIGHT FIXTURE OFCI FILTER ASSEMBLY. FILTERS REMOVED THROUGH FRONT OF PLENUM. MECH CORRIDOR CRAG I I OFCI LEAK DETECTION MODULE INSULATEDSHEET METAL PLENUM WRAPPED AROUND SEISMIC W FLOOR STAND. 3LE DUCT CONNECTION "Hx56101 SUPPLY AR TUGS BELOW RASED FLOOR.Y 2ASED FLOOR SA OFCI LEAK DETECTION CABLE CONCRETE FLOOR EC FANS TO BE LOWERED INTO —" "-2x2x1/8 GALV ANGLE IRON; THE RASED FLOOR. PROGRAM SIDE ELEVATION SECURE TO FLOOR AND CAULK. FANS TO ROTATE UPON SHUTDOWN TO PREVENT BACKDRAFT. c ELEVATION OF BOTTOM OF OFCI LIEBERT DSE REFRIG RECEIVERS MUST BE LOCATED ABOVE BOTTOM OF ECONOPHASE PUMP BOX. OFCI UEBERT DSE REFRIG RECEMER t/-- n 1 AR -COOLED CONDENSER (OUTDOORS) 0 a a AIR-COOLED CONDENSER (OUTDOORS) OFCI UEBERT DSE RECEIVER ECONOMIZER REFRIGERANT PUMP SLOPE HORIZONTAL HOT GAS PIPING DOWN 1/2' PER 10' TO MATCH DIRECTION OF FLOW. ROOF TRAP AT BASE IF RISER IS OVER 5'-0". PROVIDE DIFFERENTIAL CHECK VALVES ON 3/8" BYPASS UNES AT LIQUID LINE SHUTOFFS TRAP AT BASE IF RISER IS OVER 5'-0". SLOPE ALL HORIZONTAL PIPING BETWEEN //QUID RECEIVER AND PUMP AT 2" PER 10' EINE (2) TOWARDS THE REFRIGERANT PUMP. PIPING SUPPORTS (TYP.) ROOF PIPING PENETRATION. CURB AND HOOD PRONDED BY MECH CONT AND INSTALLED BY GEN CONT. FOR RISERS OVER 25', TRAP EVERY 20' OR `J EVENLY DMDED. V A ` /HOT GAS /Y UNE (2) PROVIDE REFRIGERANT SHUT OFF VALVES L~ COOLING COIL CRAC UNIT (INDOOR) CI COMP. (2) CONTROL WIRING IN CONDUIT BY ELECT CONT. REFER TO ELECT DWGS. RETURN AR FILTERS CONTROL PANEL SMOKE DETECTOR CONDENSATE DRAIN PAN CONDENSATE PUMP MOUNT MOISTURE DETECTION MODULE. DETECTOR FURNISHED WTH UNIT. SLOPE HORIZONTAL HOT GAS PIPING DOWN 1/2" PER 10' TO MATCH DIRECTION OF FLOW. RAISED FLOOR TRAP AT BASE OF RISERS OVER MOUNT CRAC UNIT ON SUPPORT STAND. STAND FURNISHED WITH UNIT FLOOR SLAB Factory provided internal controls shall control the CRAC and ACC functions to maintain space humidity and temperature set -points and cycle econo-phase refrigerant pumping sequence. 1) The internal fan operates continuously. The compressor unloads and cycles on/off as needed to maintain the set -point. The condensing unit fans speed up/down and cycle on/off as controlled by the CRAC control panel. 2) The unit mounted smoke detector shall, upon sensing smoke, shut down the unit and notify the building fire alarrn system. The CRAC will restart after the smoke detector has been manually reset, 3) The leak detection system shall, upon sensing moisture, alarm at the unit control panel and shut the unit off. DX SYSTEMS - CRAC SEQUENCE IF OPERATION AND REFRIGERANT PIPING DETAIL SETS OF REFRIGREFER) TO MANUFACTUURERPIPING AND DRAWINGS FOR QUANTITIES, SIZES, APPURTENANCES, AND ROUTING DETAILS. \TRAP AT BASE IF RISER IS OVER FIECGi TER CITY OF T UINW(LA JAN 07 2120 PERMIT CENTER Ph. 281-374-8644 Fax 281-374-8992 Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 1 V ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vtmk.com VLMK 1 TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 V CD 0 CC LJJ 0_ J jw V co ISSUES & REVISIONS CD co CO co J N cw) p No Date Description' 06/03/19 2 3 4 07/24/19 ISSUE FOR PERMIT CITY COMMENTS 01 09/12/19 2/09/19 CITY COMMENTS 02 ADDENDUM 11 03 f 1II'LS MECHANICAL DETAILS DRAWN: TQB REVIEWED: TOF PROJECT NO.: C1776 MEM M7.2 NOT TO SCALE NOT TO SCALE J PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. J i 12/20/2019 10:11 AM 0 0 0 'IH(.1L 6" CONCRETE SLAB WITH #5 AT 24" O.C. TRANSVERSE BARS AND AT 12" 0.C. LONGITUDINAL BARS OVER 6" COMPACTED CRUSHED ROCK BASE - TYPICAL FOR EQUIPMENT PADS, SLOPE 0.5% MIN, VERIFY WITH CIVIL GRADING PLAN G :h3A110 (,1750k'N1 TYP 4BC5.4110 NOTE. SEE DETAIL (5/S3.0) FOR EQUIPMENT ANCHORAGE REQUIREMENTS. TY A000A110 UPS-4 MRCS 0 ANCHOR CONDENSER TO SLAB WITH 3/8" DIA x 2 1/2" EMBED STAINLESS STEEL CONCRETE WEDGE ANCHOR EACH LEG, TYPICAL NP0n0110 0+L0HA210 6(106611a INFILL OPENINGS PER9 , TYPICAL U/S6D11G :6U6H210 H ANCHOR TRANSFORMER TO SLAB WITH MIN (4) 5/8" DIA x 3 1/2" EMBED STAINLESS STEEL SIMPSON 'STRONG -BOLT 2' WEDGE ANCHOR, VERIFY MOUNTING HOLES OR PROVIDE ANGLE BRACKET EACH CORNER, TYPICAL 1 L (rFhiAG1 10 1 INFILL DOCK LEVELERS 1,45C 1.1c 1 1.105BA11c (GAD. 0E1Q.81 U1_1A MD` .c. 11v 0 6" CONCRETE SLAB WITH #5 AT 24" 0 C. TRANSVERSE BARS AND AT 12" 0.C. LONGITUDINAL BARS OVER 6" COMPACTED CRUSHED ROCK BASE - TYPICAL FOR EQUIPMENT PADS, SLOPE 0.5% MIN, VERIFY WITH CIVIL __.2- GRADING PLAN 0 ANCHOR UNIT TO SLAB WITH 3/4" DIA x 3 3/4" EMBED STAINLESS STEEL WEDGE ANCHOR IN EXISTING MOUNTING HOLES, MIN (6) PER SPLIT TYP NEW OPENING IN PREVIOUSLY INFILLED SECTION AS NECESSARY, ADDITIONAL REINFORCING NOT REQUIRED (MAX OPENING SIZE OF 36" x 24") NOTE. SEE DETAIL (5/S3.0) FOR EQUIPMENT ANCHORAGE REQUIREMENTS. AREA OF WORK ANCHOR UNIT TO SLAB WITH 3/4" DIA x 3 3/4" EMBED STAINLESS STEEL WEDGE ANCHOR IN EXISTING MOUNTING HOLES, MIN (4) PER SPLIT (EQUIPMENT LAYOUT REVISION) yam FOUNDATION/EQUIPMENT LAYOUT PLAN GENERAL NOTES: 1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. 2_) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES. 3.) SEE DETAIL 7/53.0 FOR CABLE TRAY SUPPORT STANCHION AND DETAILS 11/S3,0 AND 12/S3.0 FOR CABLE TRAY SUPPORTS. SEE ARCH. DWG. FOR LOAD AND EXTENT. 1/8" = 10" APPROXIMATE LOCATION OF CONDUIT, VERIFY WITH ARCH, SEE DETAIL 7/S3.0 FOR CABLE TRAY — SUPPORT STANCHION AND DETAILS -• 11/S3.0 AND 12/S3.0 FOR CABLE TRAY SUPPORTS EQUIPMENT LAYOUT REVISION) M 19-0137 tlow. O'T3 0 KEY PLAN `. RF:< CITY +l JAN PERM Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 V ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk. com VLMK TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 J CV - J 0_ CC LLJ 0 c) J J F- 0 5. U w w F- 0 N W 00 COCO 00 COa _J CV 1- J 1 ISSUES 8c REVISIONS No. Date Description 1 06/03/19 ISSUE FOR PERMIT 2 07/24/19 CITY COMMENTS 01 (NO CHANGES) 3 09/12/19 CITY COMMENTS 02 (NO CHANGES) 4 12/09/19 ADDENDUM #1 03 t A ?.4"". �.._ t. .... i SHEET TITLE FOUNDATION AND EQUIPMENT PLAN DRAWN: KRS REVIEWED: JCS PROJECT NO.: 20190072 SHEET NO 51.0 J PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ) O O (N) C10 X 15.3 (N) C10 X 15 3 15.3 ?Yid TYP -... h i,1J (r.. r,l Z w W SiSi z S3.0 ' v� xa F.! �t _._ N)C10X N00 3 \' 1 \ L N)C1OX F C .3 TYP N 0,1;; keio \\ '� I � an 3 ' ar` 53.0 -? I ,gs 9/ trn.. NOTES VERIFY UNIT ORIENTATION AND THIRD _ SUPPORT LOCATION WITH 4x4 LSL 1.7E, TYPICAL (N)C10X15.3 (N)C10X15.3 (N)C10X15.3 i Y '" ff - -, i .pv:µ� (N)C10X15.3 �'�r''� �� �� i NOTE ORIENTATION SUPPORT 1f l,�C. NUC�S1 4x4 -.. _�i " (N)C10-X- VERIFY LOCATION LSL 1.7E, (N) --X1 5.3 UNIT AND THIRD WITH TYPICAL 3 (F`'JT,)COh 3 3 N)C10X z 5.3 \ f .- N) CIO z \ \\ .3 A.3" - {N)" _._,_. _.,..-..._._-._. __..... ..._ U ...1Ja z � a z 1 __ z z aC X NEW 3-FAN CONDENSER, TYPICAL W=1556 LBS. (N)C10X15.3 NEW ERP UNIT, TYPICAL W = 340 LBS. (N)C10X15.3 EXISTING AT 24" 0.C., TYPICAL THROUGHOUT 2x4 SUBPURLINS SEE NOTE 6, (N)C10X15.3 FUTURE 3-FAN CONDENSER, TYPICAL W=1556 LBS. I FUTURE TYPICAL W (N)C10X15.3 ERP = 340 LBS. UNIT, o � W T 1 GLU-LAM BEAM HINGE AS OCCURS NEW 3-FAN CONDENSER, TYPICAL W = 1556 LBS. (N) C10 X 15.3 NEW ERP UNIT, TYPICAL W = 340 LBS. _._.___._.., (N) NEW C10 TO SIDE OF PURLIN, TYP. SEE DETAIL C10 X 15.3 X 15.3 SECURED EXISTING 4 X AT UNITS ® 14 FUTURE ERP TYPICAL W= 340 LBS. cT UNIT, Tf}:5 � FUTURE 3-FAN CONDENSER, W = 1556 LBS. " �' C ' t' 7 .'� ICAL C10 (N X1 5.3 ..... e J -.-� _ yi a1 ' . P 1 i eq Imo, .a _ �: I w1;NaN z` TYP ' ,\ ' N C1OX > 3 \ N C10X z 3 ,� y r,T1 Ntx _ 6x \. sk �'�. F w r1 I)I �� ��\ L:�__ k ll�> X aw -- di fa <w - .. v 1 (N)C10X 15.3 (N)C10X ..3 Q ......__ N)C10X •.3 0{ICI".)CCF•..... . - i� N)C70 5.3 - 4 a ILI t ^ r .. -__ .... ,...-. _ NC1OX •.3 `-\ -._- v W ';N '"• i ui �a- vn n/ (N)C10X15.3 (N)C10X15.3 (k)'C:109F15. i ak NU 1 ROOF FRAMING/EQUIPMENT LAYOUT PLAN LEGEND: 1'7 IN/1 III L-1 INDICATES NEW CONDENSER UNIT 1/6" = 1'-0" GENERAL NOTES: 1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. 2.) REMOVE EXISTING SKYLIGHTS AS NECESSARY. INFILL HOLES WITH 2 X 6 SUB-PURLINS AND SIMPSON 'LUS26' FACE MOUNT HANGERS. SHEATH WITH 1/2" APA RATED SHEATHING AND NAIL WITH 10d AT ALL PANEL EDGES AND 12" O.C. IN FIELD. INDICATES FUTURE CONDENSER UNIT 3.) EXISTING FRAMING DETERMINED FROM EXISTING "AS -BUILT" DRAWINGS FROM 1990. 4.)CjT_eC!•!;IU_ �! _. Y _G_ _O dN (E) - INDICATES EXISTING ELEMENT (N) - INDICATES NEW ELEMENT GVkcad201912019 5.) REVIEW EXISTING 2x4 SUB-PURLINS FOR DAMAGE, EXCESSIVE DEFLECTION, OR A SLIPPED END HANGER. REPLACE AS NECESSARY WITH 2x6 AND SIMPSON 'LUS26' HANGER EACH END. 6.) NOTE ALL WATERPROOFING OF ROOF CONNECTIONS BY OTHERS 03 (NEW vs FUTURE EQUIPMENT LAYOUT REVISION) AREA OF WORK 10 (NEW vs FUTURE EQUIPMENT LAYOUT REVISION) KEY PLAN OOKEVPLAN.dwg M19-0137 n{EcElvEfl CITY Or 'i 1/411z MLA JAN 07 2020 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 1' - VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com 1 TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 U �L ) CD CD D) w 33 w a J 1 ISSUES & REVISIONS No. Date Description 1 06/03/19 ISSUE FOR PERMIT 2 07/24/19 CITY COMMENTS 01 (NO CHANGES) 3 09/12/19 CITY COMMENTS 02 (NO CHANGES) 4 12/09/19 ADDENDUM #1 03 .LL...._�z�:- SEAL J SHEET TITLE ROOF FRAMING AND EQUIPMENT PLAN DRAWN: KRS REVIEWED: JCS PROJECT NO.: 20190072 SHEET NO. S2.O J PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 20/2019 9:59 AM gslS3.0 - Details.dw 92 3 EXISTING 2 X 4 SUB-PURLINS AT2'-0" 0.0 EXISTING PURLIN PER PLAN EXISTING BEAM PER PLAN L4 X 4 X 1/4 BUCKET SECURED TO EXISTING BEAM WITH (12) 1/4" DIA. X 3" SIMPSON 'SDS' SCREWS 40 SECURE NEW CHANNEL TO SIDE OF EXISTING PU RLIN WITH 1/4" DIA. X 3" SIMPSON 'SDS' SCREWS AT 12" 0 C., ON 6" STAGGER. OSECTION CONDENSER SUPPORT DETAIL CONDENSING UNIT BY OTHERS SECURE EACH LEG OF UNIT TO SLEEPER WITH 1/2" DIA. X 4" LAG BOLT NEW SUPPORT FRAMING PER PLAN. SECURE WITH SIMPSON 'LUS44' HANGER, TYPICAL 1' 0" EXISTING 4 X 14 AT 8'-0" 0.C. TYPICAL 5/8" DIA. X 3 1/4" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, (4) PER SPLIT 3" MIN A SWITCHBOARD ANCHORAGE OPDUANCHORAGE NEW 6" CONCRETE SLAB WITH #5 AT 24" 0.C. EACH WAY, EPDXY DOWEL MIN 4" INTO EXISTING SLAB NEW 6" CONCRETE WALL WITH #5 BARS AT 18" O.C. EACH WAY, EPDXY DOWEL MIN 4" INTO EXISTING WALL AND SLAB ALL SIDES S1B-01.dwg (6) 1/2" DIA. X 3" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES 3" MIN OATS UNIT ANCHORAGE MIN. 5/8" DIA. X 3 1/4" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, MIN. (8) TOTAL ANCHORAGE DETAILS EXISTING CONCRETE SLAB/ DOCK LEVELER EXISTING CONCRETE TILT WALL EXISTING EXTERIOR— \ SLAB OR ASPHALT FLOOR STAND BY EQUIPMENT MANUFACTURER fit SUPPORT LEG OF NEW CONDENSER EXISTING 2 X 4 AT 2'-0" O.C. (3) EQ. SPACES UNIT WIDTH +6" OSLEEPER SLEEPER DETAIL 1 1/4" DIA. X 8" SIMPSON SDS SCREW - SEE CONNECTION LAYOUT BELOW WATERPROOF UNIT ANCHORAGE THROUGH CAP FLASHING BY OTHERS NEW SHEET METAL CAP FLASHING BY OTHERS NEW CANT AND ROOFING. PATCH AS REQ'D. BY OTHERS NEW6 X 6 X REQ'D. P.T. SLEEPER NEW OR EXISTING FRAMING. VERIFY UNIT ALIGNMENT TO ALLOW PLACEMENT BETWEEN EXISTING 2 X 4 SUB-PURLINS AS NECESSARY AT 4 X 4 SUPPORT HEADER LOCATIONS (4) 1/2" DIA. X 3" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES 3" MIN OBATTERY CABINET ANCHORAGE MIN 1/2" DIA. BOLTS IN EXISTING HOLES, MIN. (6) TOTAL MIN 1/2" DIA. X 3" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES EACH LEG, MIN. (8) TOTAL OCRAC ANCHORAGE (ON FLOOR STAND) EXISTING CONCRETE SLAB • COMPACTED CRUSHED ROCK DOCK LEVELER INFILL DETAIL 1"=1-0, S10-02.dwg MIN 5/8" DIA. X 3 1/4" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, MIN. (4) TOTAL 3" MIN SECURE SLEEPER WITH (4) SIMPSON 'A34' FRAMING PLATES SECURED WITH SIMPSON #9 X 1 1/2" SCREWS OPLAN ME 111111_ EXISTING 2 X 4 SUB-PURLIN AT 2'-0" 0 C EXISTING PURLIN PER PLAN 0 NEW X4LSL BELOW WITH SIMPSON 'LUS4X4' FACE MOUNT HANGERS PER PLAN CONDENSER SUPPORT DETAIL SECURE UNIT TO SLEEPERS WITH (4)1 1/2" X 1 1/2" X 12 GA. X2"LONG CLIP ANGLES WITH (2) #9 X 1 1/2" SCREWS EACH LEG. NOTE: VERIFY COMPATIBILITY OF CONNECTION WITH EQUIPMENT CABINET INTERNALS. CONDENSING UNIT PER PLAN 6X6X2'-6"MIN. LONG P.T. SLEEPER EACH END OF UNIT SEE DETAIL SIM (7) MOUNTING ANGLES BY EQUIPMENT MANUFACTURER , CRAC ANCHORAGE (IN UPS ROOM) UPS MODULE ANCHORAGE MINIMUM 1/2" DIAMETER x 3" EMBED CONCRETE SCREW ANCHOR IN EXISTING HOLE AT EACH CORNER SMALL TRANSFORMER ANCHORAGE EXISTING CONCRETE TILT -UP PANEL—� 0 CMU WALL INFILL TYPICAL PROVIDE (2) #5 BARS AT EACH SIDE OF OPENINGS, EXTEND BARS 32" PAST EDGE OF OPENING, TYPICAL CMU INFILL AT OH DOORS CMU-INFILL dwg 3/16" = 1'-0" BOLT (2) UNITS TOGETHER WITH 3/8" DIAMETER BOLTS IN EXISTING HOLES HOLD MORTAR BACK 1/2" AND CAULK AROUND PERIMETER OF PANEL AND CMU NOTE: SEE ARCH. FOR EXTERIOR FINISH REQUIREMENTS EXISTING EXTERIOR ASPHALT PAVING 510-04.dwg 1/2" DIA. X 3" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, (15) TOTAL MOUNTING BRACKET WITH (8) HOLES, BY EQUIPMENT MANUFACTURER TYPICAL KEYNOTES O #3 AT48"O.C. EACH WAY. MINIMUM 4" EPDXY EMBED DOWEL TO (EXISTING) SLAB © 3 1/2" HOUSEKEEPING PAD WITH #3 AT 24"O.C. EACH WAY AT TOP © (EXISTING) CONCRETE SLAB NOTE. USE STAINLESS STEEL ANCHORS FOR ALL EXTERIOR EQUIPMENT. 3/8" DIA x 1 5/8" EMBED CONCRETE SCREW ANCHOR IN EXISTING HOLE AT EACH CORNER DET-EQUIP.dwg 1/2" = 1'-0" MIN 3 1/2 x 12GA STUDS ASSUMED EXISTING 6" THICK CONCRETE TILT -UP PANEL SET BLOCK FLUSH TO INTERIOR FACE NOTE: LAP BARS 18" AS NECESSARY FOR BAR SPLICES AS REQ'D. #4 AT 24" 0.C. IN GROUTED CELLS #41N BOND BEAM AT 48" 0.C. EXISTING CONCRETE SLAB ON GRADE DOWEL VERT. & HORIZ. REINFORCING INTO EXISTING TILT -UP PANEL WITH 4" EMBEDMENT (SPECIAL INSP. REQ'D.) CMU INFILL SECTION CMUSECT.dwg LEG OF CONDENSING UNIT, BEYOND 3/8" DIA x MIN 3" EMBED LAG SCREW WITH PLATE WASHER AT EACH SLEEPER WATERPROOF UNIT ANCHORAGE THROUGH CAP FLASHING BY OTHERS _v SLEEPER PER DETAIL (2/S3.0), TYPICAL NEW CANT/CRICKET AND ROOFING BY OTHERS, TYPICAL ERP SUPPORT DETAIL GENERATOR ASSEMBLY BY OTHERS SECURE GENERATOR ASSEMBLY WITH MIN (14) 5/8" DIA. X 3 1/2" EMBED STAINLESS STEEL SIMPSON 'STRONG -BOLT 2' WEDGE ANCHORS IN BOLT PATTERN EXISTING ON TANK FRAME. VARIES SLAB AND REINFORCING PER PLAN GENERATOR ANCHORAGE DETAIL POST PER DETAIL, TYPICAL DIAGONAL BRACE PER DETAIL, TYPICAL S10-05.dwg 24'-0" MAX ELEVATION OF DIAGONAL BRACES 1/8"=1-0" MIN 4x6 BLOCKING, SECURE TO METAL STUD FRAMING WITH SHEET METAL CLIPS. SECURE DRY WALL TO BLOCKING WITH MIN (4) #8 DRYWALL SCREWS UNISTRUT POST AS OCCURS AT NEW STUD WALLS UNISTRUT 'P5500' DIAGONAL BRACE BETWEEN COLUMNS AT 24'-0" O.C. MAX WITH 'P1843' ADJUSTABLE HINGE EACH END, TYPICAL UNISTRUT POST AS OCCURS O AT EXISTING WALLS VARIES PER ARCH, 12'-0" MAX UNISTRUT'P1026' ANGLE FITTING WITH 3/8" DIA x 3" LAG SCREW TO 4x6 BLOCKING AT EACH UNISTRUT POST, OR 'P5500' DIAGONAL BRACE WITH 'P1843' HINGE EACH END AT MAX 24'-0" O.C. BETWEEN POSTS I +14'-0" MAX NIVAIIIIIIII. • • �1gYr l OR OIII! �ISTRUT'P5501'o AT MAX 8' 0" O.C. I� Q;- -J 1 UNISTRUT 'P5500' 1 KNEE BRACE WITH 'P1843' ADJUSTABLE HINGE EACH END, TYPICAL UNISTRUT 'P5501' POST WITH 'P2453' BASE AND NOTE: SUPPORT DESIGN 3/8" DIA x 1 5/8" EMBED BASED ON 37 PLF CABLE TRAY SCREW ANCHORS TO 1 'o' WEIGHT WITH SUPPORT SLAB, TYPICAL BEAMS AT 8'-0" 0.C. SEE ARCH. FOR EXTENT CONDUIT SUPPORT DETAIL (AT STUD WALLS) CONDUITS BY OTHERS, VERIFY SPANS FOR 8'-0" UNISTRUT 'P5500' HORIZONTAL BRACE BETWEEN POSTS, TYPICAL IF DIAGONAL BRACES ARE USED SUPPORT FRAMING PER PLAN to 1.0>r OSECTION (4) 3/8" DIA. THREADED ROD TYPICAL UNISTRUT'P5500' HORIZONTAL BRACE BETWEEN POSTS, TYPICAL IF DIAGONAL BRACES ARE USED STUD WALL BY OTHERS, AS OCCURS STUD WALL BY OTHERS,VERIFY MIN 5/8" GYP EACH SIDE WITH MIN FASTENING, TYPICAL 1" = 1'-0" ERP UNIT BY OTHERS 3/8" DIA BOLT WITH CHANNEL NUT AT EACH MOUNTING HOLE, (8) TOTAL UNISTRUT 'P1001T' OR EQUIVALANT ACROSS CANTILEVERED STRUTS TO SUPPORT UNIT, 3/8" DIA BOLT TO CANTILEVERED STRUT EACH END UNISTRUT 'P1001T OR EQUIVALANT EXTENDING FROM EXISTING SLEEPERS EACH SIDE OF UNIT ERP.dwg CABLE TRAY NOTE: STANCHION SUPPORT BASED ON 25 PLF CABLE TRAY WEIGHT WITH STANCHION SUPPORT AT 8'-0" O.C. SEE ARCH. FOR EXTENT (2) 5/8" DIA. THREADED ROD TYPICAL (2) 2" DIA. STD. STEEL PIPE TYPICAL "CHATSWORTH" TALL STAND PIPE. CABLE RUNWAY STANCHION RAISED COMPUTER ACCESS FLOOR BY OTHERS (4) 3/8" DIA. DROP -IN ANCHOR TYPICAL EXISTING CONCRETE FLOOR ELEVATION VIEW OF CABLE TRAY (AT RAISED FLOOR) c a b l e - t r a ydwg L UNISTRUT 'P5501' AT MAX 8' O.C. UNISTRUT 'P5500' BRACE AT EACH HORIZONTAL WITH 'P1281' ANGLE FITTING UNISTRUT 'P1281' ANGLE FITTING WITH 3/8" DIA x 3" EMBED SCREW ANCHOR TO EXISTING CONCRETE TILT WALL UNISTRUT 'P5501' AT MAX 8'-0" O.C. UNISTRUT 'P5500' BRACE AT EACH HORIZONTAL WITH 'P1281' ANGLE FITTING UNISTRUT 'P5501' POST WITH 'P2453' BASE AND 3/8" DIA x 1 5/8" EMBED SCREW ANCHORS TO SLAB, TYPICAL NOTE: SUPPORT DESIGN BASED ON 37 PLF CABLE TRAY WEIGHT WITH SUPPORT BEAMS AT 8'-0" O.C. SEE ARCH. FOR EXTENT CONDUIT SUPPORT DETAIL (AT TILT WALL) CONDUITS BY OTHERS, VERIFY SPANS FOR 8'-0" 14'-0" MAX q UNISTRUT 'P1026' ANGLE FITTING WITH 3/8" DIA x 1 5/8" EMBED SCREW ANCHOR TO EXISTING CONCRETE TILT WALL, TYPICAL 1" = 1'-0" '?ENJVED CITY OF ai, K'eaILA JAN 07 2020 PERMIT CENTER Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vImk.com i VLMK 1 1 TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 Cl� ISSUES & REVISIONS 1 No. Date Description 1 06/03/19 ISSUE FOR PERMIT 2 07/24/19 CITY COMMENTS 01 (NO CHANGES) 3 09/12/19 CITY COMMENTS 02 (NO CHANGES) 4 12/09/19 ADDENDUM 1 03 r::i L-" %2::;it e 1 /'! SHEET TITLE HVAC SUPPORT DETAILS 1 DRAWN: KAN REVIEWED: JCS PROJECT NO.: 20160480 SHEET NO. 1 S3.0 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. MECHANICAL SYMBOLS -IE=3, MANUAL VOLUME DAMPER -{-E=O4 MOTORIZED VOLUME DAMPER �BDD -FEI ,BDD _ BACKDRAFT DAMPER iFD FD FIRE DAMPER iSD SD SMOKE DAMPER iFSD FSD COMBINATION FIRE/SMOKE DAMPER PJ C SMOKE DETECTOR o: F- RISE IN DUCT ELEVATION 0 o DROP IN DUCT ELEVATION RADIUS ELBOW MITERED ELBOW WITH TURNING VANES r ff BRANCH CONNECTION TO MAIN ? ? ? MI ? ]_• TRANSITION DUCT WITH INTERNAL LINER ?....._...__._..? H v%I SUPPLY DUCT UP, DOWN 1� RETURN/EXHAUST DUCT UP, DOWN 100 SUPPLY GRILLE WITH AIR QUANTITY [7100R/100E RETURN/EXHAUST GRILLE WITH AIR QUANTITY 0 THERMOSTAT 0 HUMIDISTAT TEMPERATURE/HUMIDITY SENSOR TJ TEMPERATURE SENSOR MECHANICAL SYMBOLS ?- PCD ? PUMPED CONDENSATE DRAIN ? RHG ? REFRIGERANT HOT GAS REFRIGERANT LIQUID ?-RL? PIPE UP 01 ? Q71 d O? C' I d PIPE DOWN [ ? II d CAP 1 L__ ___ 90° ELBOW RISE OR DROP IN ELEVATION ?-ICI ? b IL (,I d Z iTi ? 6-0---3 TEE OR BRANCH CONNECTION CONNECT TO EXISTING ABBREVIATIONS E - EXISTING TO REMAIN PCD - PUMPED CONDENSATE DRAIN R - RELOCATE OA - OUTSIDE AIR D - DEMOLISH EA - EXHAUST AIR AFF - ABOVE FINISHED FLOOR RA - RETURN AIR OBD - OPPOSED BLADE DAMPER SA - SUPPLY AIR BDD - BACKDRAFT DAMPER SWR - SIDEWALL REGISTER CRAC - COMP. RM. A/C UNIT UNO - UNLESS NOTED OTHERWISE RHG - REFRIGERANT HOT GAS CFM - CUBIC FEET PER MINUTE RL - REFRIGERANT LIQUID OFCI - OWNER FURNISHED, CONTRACTOR INSTALLED. OWNER FURNISHED ITEMS ARE PURCHASED AND WARRANTED AS STATED IN THESE DOCUMENTS BY BURR COMPUTER ENVIRONMENTS, INC. AIR-COOLED CONDENSING UNIT SCHEDULE (OFCI) UNIT TAG CON00113 CON00123 CON00213 CON00223 CON00313 CON00323 CON00413 CON00423 CON00613 CON00623 CON00813 IICCN02500 CON00823 I CON02600 CON02700 CON02800 MANUFACTURER LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT MODEL NUMBER MCL165E1A MCL165E1A MCL165E1A MCL165E1A MCL165E1A MCL165E1A MCL110E8A MCL110E8A MCL110E8A MCL110E8A AREA SERVED DATA HALL 3 DATA HALL 3 DATA HALL 3 DATA HALL 3 DATA HALL 3 DATA HALL 3 UPS ROOM 4 UPS ROOM 4 UPS ROOM 4 UPS ROOM 4 CRAC UNIT SERVED CRA00103 CRA00203 CRA00303 CRA00403 CRA00603 CRA00803 CRA02500 CRA02600 CRA02700 CRA02800 AMBIENT TEMP. ("F) 105 105 105 105 105 105 105 105 105 105 REFRIGERANT TYPE R-410A R-410A R-410A R-410A R-410A R-410A R-407C R-407C R-407C R-407C FAN QUANTITY (EACH) 3 3 3 3 3 3 2 2 2 2 FLA (EACH) 8.4 8.4 8.4 8.4 8.4 84 5.6 5.6 5.6 5.6 VOLTS/PHASE/HERTZ 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 REMARKS 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 2,4,5,6 2,4,5,6 2,4,5,6 2,4,5,6 REMARKS: 1. 18" SUPPORT LEGS. 2. FACTORY WIRED DISCONNECT SWITCH. 3. ONE(1) REFRIGERANT RECEIVER AND BRACKET ASSEMBLY FOR EACH 3-FAN CONDENSING UNIT SECTION. 4. ALARM TERMINAL CONNECTIONS. 5. POWERED FROM ASSOCIATED CRA UNIT. 6. 60" SUPPORT LEGS. ECONO-PHASE REFRIG. PUMP MODULE SCHEDULE (OECD UNIT TAG ERP00103 ERP00203 ERP00303 ERP00403 ERP00603 ERP00803 MANUFACTURER LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT MODEL NUMBER PR125AA6DD-0000 PR125AA6DD-0000 PR125AA6DD-0000 PR125AA6DD-0000 PR125AA6DD-0000 PR125AA6DD-0000 CRAC UNIT SERVED CRA00103 CRA00203 CRA00303 CRA00403 ! CRA00603 CRA00803 PUMP TYPE REFRIGERANT REFRIGERANT REFRIGERANT REFRIGERANTi REFRIGERANT REFRIGERANT QUANTITY OF PUMPS 2 2 2 2 2 2 HORSEPOWER 1.6 1.6 1.6 1.6 1.6 1.6 VOLTS/PHASE/HERTZ 480/3/60 480/3/60 480/3/60 480/3/60 '', 480/3/60 480/3/60 FULL LOAD AMPS (FLA) 3-5 (EACH) 3.5 (EACH) 3.5 (EACH) 3.5 (EACH) 3.5 (EACH) 3.5 (EACH) REMARKS 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 1,2,3 NOTES: 1. DUAL PUMP CONFIGURATION WITH (1+1) REDUNDANCY. 2. 65,000 AMP SCCR 3. REFRIGERANT PUMP MODULE CONTROLLED BY ASSOCIATED CRAC ICOM CONTROL MODULE. AIR DEVICE SCHEDULE MARK MFR.& MODEL TYPE REMARKS 0 TITUS TMSA-AA LOWERED SUPPLY AIR GRJLLE ALUMINUM CONSTRUCTION, LAY -IN FRAME, FULL FACE, WHITE FINISH, REFER TO INLET SIZING CHART FOR NECK SIZE. �, `,=I TITUS PAR PERFORATED RETURN AIR GRILLE ALUMINUM CONSTRUCTION, TYPE-3 LAY -IN FRAME, WHITE FINISH, 22x22 NECK. TITUS 301 FL SIDEWALL SUPPLY AIR GRILLE ALUMINUM CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUM FINISH, DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO LONG DIMENSION. (� V' TITUS 350 FL SIDEWALL EXHAUST/RETURN AIR GRILLE ALUMINUM CONSTRUCTION, 3/4" BLADE SPACING, ALUMINUM FINISH, DOUBLE DEFLECTION WITH FRONT BLADES PARALLEL TO LONG DIMENSION. NOTES: 1. STANDARD WHITE FINISH. 2. PROVIDE SQUARE TO ROUND NECK TRANSITION FOR CONNECTION TO FLEX DUCT MECHANICAL GENERAL NOTES 1. REFER TO THE SPECIFICATIONS FOR ALL MATERIALS, MANUFACTURERS, METHODS OF CONSTRUCTION AND INSTALLATION PROCEDURES UNLESS NOTED OTHERWISE IN THIS SET OF PLANS. 2. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR WITH THE EXISTING BUILDING AND CONDITIONS WITHIN THE SCOPE OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OTHER TRADES PRIOR TO FABRICATING AND INSTALLING THE MECHANICAL SYSTEMS. 3. THE APPROXIMATE LOCATIONS OF MECHANICAL ITEMS ARE SHOWN ON THE PLANS. THESE PLANS ARE NOT INTENDED TO GIVE COMPLETE AND ACCURATE DETAILS IN REGARD TO LOCATION OF DEVICES, EQUIPMENT, ETC.. EXACT LOCATIONS SHALL BE DETERMINED BY ACTUAL MEASUREMENTS TAKEN AT THE BUILDING AND IN COORDINATION WITH EXISTING CONDITIONS AND ALL OTHER TRADES. 4. ALL WORK SHALL COMPLY WITH PERTINENT STATE AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS. 5. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL INCLUDE ALL LABOR AND MATERIALS ESSENTIAL TO PROVIDE COMPLETE FUNCTIONING SYSTEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS. IN CASES OF DOUBT AS TO THE WORK INTENDED, OR IN THE EVENT OF NEED FOR EXPLANATION, THE CONTRACTOR SHALL REQUEST ADDITIONAL INFORMATION FROM THE ARCHITECT/ENGINEER. WORK SHALL NOT PROCEED WITHOUT CONFIRMATION BY THE ARCHITECT/ENGINEER. 6. THE CONTRACTOR IS REQUIRED TO PROVIDE SUBMITTALS FOR ALL MATERIALS AND EQUIPMENT TO BE INSTALLED WITHIN THE SCOPE OF THIS PROJECT. 7. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THE EQUIPMENT PURCHASED BY THE OWNER FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 8. THE CONTRACTOR SHALL WARRANT THE EQUIPMENT AND INSTALLATION OF THE EQUIPMENT PURCHASED BY THE CONTRACTOR FOR ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE OWNER. 9. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 10. GRILLES, REGISTERS, AND DIFFUSERS SHALL 8E AS PER THE SCHEDULE. FRAME TYPE OF EACH DEVICE SHALL BE DESIGNED FOR THE CEILING TYPE IN WHICH IT IS INSTALLED. 11. COORDINATE THE LOCATION OF ALL MR DISTRIBUTION DEVICES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, INCLUDING LIGHT FIXTURES, SPRINKLER HEADS, SPEAKERS, AND SMOKE DETECTORS. 12. MECHANICAL EQUIPMENT AND DEVICES (VALVES, DAMPERS, TERMINAL UNITS, ETC.) INSTALLED ABOVE INACCESSIBLE CEILINGS SHALL HAVE ACCESS DOORS INSTALLED IN THE CEILING TO ALLOW FOR SERVICE. THE MECHANICAL CONTRACTOR SHALL FURNISH THESE ACCESS DOORS FOR THE GENERAL CONTRACTOR TO INSTALL. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF THESE DOORS WITH THE ARCHITECT TO BEST ALLOW FOR SERVICE AND ARCHITECTURAL APPEARANCE. 13. THE CONTRACTOR SHALL PROVIDE TEMPORARY FILTER MEDIA AS REQUIRED FOR THE OPERATION OF CRAC'S, RTU'S DURING CONSTRUCTION. THESE FILTERS ARE TO BE CHANGED AS NEEDED THROUGHOUT THE CONSTRUCTION PROCESS. THE UNITS SHALL NOT RUN WITHOUT THESE FILTERS INSTALLED. THE CONTRACTOR SHALL INSTALL THE FILTERS PROVIDED WITH THE UNIT PRIOR TO THE AIR BALANCE OF EACH UNIT. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 14. VERIFY LOCATION OF THERMOSTATS AND SPACE TEMPERATURE SENSORS WITH THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. INSTALL THERMOSTATS AND SENSORS AT THE SAME CENTERLINE ELEVATION AS LIGHT SWITCHES. 15. ALL MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME -SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH THE TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, ASTM E-84-91A AND ANSI/UL 723-86. 16. MECHANICAL CONTRACTOR TO PROVIDE AIRSIDE TEST AND BALANCE (NEBB OR AABC) FOR ALL AFFECTED HVAC SYSTEMS, INCLUDING ALL AIR DEVICES, AIR TERMINAL UNITS AND FAN COIL UNITS WITHIN THE SCOPE OF WORK. REFER TO SHEET M2.1 FOR AIR QUANTITIES. 17. MECHANICAL CONTRACTOR TO PROVIDE OPERATING AND MAINTENANCE MANUALS FOR ALL EQUIPMENT TO THE OWNER CRAC UNIT SCHEDULE (OECD UNIT TAG CRA00103 CRA00203 CRA00403 CRA00803 CRA00303 CRA00603 CRA02500 CRA02600 CRA02700 CRA02800 LIEBERT MODEL NUMBER DA150DP1A DA150DP1A DATA CENTER 3 VSO42ADA000 UPS RM 4 AREA SERVED DATA CENTER 3 TYPE AIR-COOLED AIR-COOLED AIR-COOLED UNIT CONFIGURATION DOWNFLOW DOWNFLOW UPFLOW SUPPLY FAN SUPPLY AIR (CFM) 18,000 18,000 6,300 MOTOR QUANTITY 3 EC 3 EC 1 EXT. SP (IN. W.G.) 0.2 0.2 0.2 HP (EACH) 3.7 3.7 7.5 COOLING COIL EAT DB/WB (°F) 88/67 88/67 75/61 LAT DB/WB (°F) 68/61 68/61 55/54 SENSIBLE COOLING CAPACITY - KW (MBH) 134 (457) 134 (457) 36.4 (124.2) TOTAL COOLING CAPACITY - KW (MBH) 134 (457) 134 (457) 42 (143.3) FACE VELOCITY (FPM) 320 320 368 Z w u_ 5 = TYPE INFRARED INFRARED NA CAPACITY (LBS/HR) 22.0 22.0 NA ELECTRIC REHEAT kW 30.0 30.0 NA STEPS 3 3 NA ELECTRICAL FLA (FLA W/ HUM & REHEAT LOCKED OUT) 119.5 (107.9) 119.5 (107.9) 39.2 (NA) V/PWHZ 460/3/60 460/3/60 460/3/60 REMARKS 1,2,3,4,5,6,7,8,9,10 12,13,14,15,16,19 1,2,3,4,5,6,7,8,9, 3,4,5,6,9,10,11,12, 12,13,14,15,16,18,19 14,15,16,17,19 REMARKS: 1. ELECTRICALLY COMMUTATED FAN MOTORS. 2. R-410A REFRIGERANT. 3. 4" FILTERS, MERV-8 RATING. 4. LT460-Z25 LEAK SENSOR WITH 25 FT LEAK DETECTION CABLE. FIELD INSTALLED. 5. FACTORY INSTALLED DUAL FLOAT CONDENSATE PUMP. 6. ADVANCED MICROPROCESSOR -BASED TEMPERATURE AND HUMIDITY CONTROLS. 7 ACCOMPANIED BY RESPECTIVE MICRO -CHANNEL AIR-COOLED CONDENSER AND ECONOPHASE REFRIGERANT PUMP PACKAGE. REFER TO ACCU SCHEDULE. 8. 30" HIGH SEISMIC FLOOR STAND. 9. 65,000 AMPS SHORT CIRCUIT CURRENT RATING. 10. SINGLE NON -LOCKING DISCONNECT SWITCH. 11. ACCOMPANIED BY RESPECTIVE MICRO -CHANNEL AIR-COOLED CONDENSER. REFER TO ACCU SCHEDULE. 12. LOW VOLTAGE TERMINAL PACKAGE. 13. REHEAT AND HUMIDIFIER LOCKOUT. 14. UNITY COMMUNICATION NETWORKING CARD. 15. SMOKE SENSOR WITH UNIT ALARM AND SHUTDOWN, INCLUDING SUPERVISION CONTACTS. 16. iCOM CONTROL WITH LARGE DISPLAY. 17. R-407C REFRIGERANT. 18. DUAL NON -LOCKING DISCONNECT WITH REVERSING STARTERS. 19. FUSEBLOCK OPTION TO SERVE POWER TO RESPECTIVE ERP AND CONS. MECH MATERIAL SPECIFICATIONS 1. REFRIGERANT PIPING UP THROUGH 2": DRAWN TEMPER COPPER TUBING ASTM 8280 TYPE "ACR" WITH WROUGHT COPPER FITTINGS (ASTM B16.22). SILVER SOLDER ALL JOINTS WITH AWS A5.8 CLASSIFICATION B AG-1 SILVER SOLDER. UTILIZE NITROGEN PURGE WHILE BRAZING. 2. REFRIGERANT VALVES: A) SHUT OFF VALVE UP THROUGH 2": 1) STRAIGHT THROUGH BALL VALVES: VALVE RATED FOR 500 PSIG WORKING PRESSURE AND 275°F WORKING TEMPERATURE. FULL PORT, FORGED BRASS OR BRONZE BODY AND BONNET COVER, CHROME PLATED BRONZE BALL, PTFE, OR TFE SEATS, AND WITH SOLDER END CONNECTIONS. 2) PACED -ANGLE VALVES: RATED FOR 500 PSIG WORKING PRESSURE AND 275'F WORKING TEMPERATURE. FORGED BRASS OR BRONZE BODY, FORGED BRASS SEAL CAPS WITH COPPER GASKET, BACK SEATING, RISING STEM AND SEAT, MOLDED STEM PACKING, AND WITH SOLDER END CONNECTIONS. B) SERVICE VALVES: RATED FOR 500 PSIG WORKING PRESSURE AND 275°F WORKING TEMPERATURE. FORGED BRASS BODY WITH COPPER STUBS, BRASS CAPS, REMOVABLE VALVE CORE AND WITH SOLDER END CONNECTIONS. 3. REFRIGERANT SPECIALTIES: A) MOISTURE/LIQUID INDICATORS: RATED FOR 500 PSIG WORKING PRESSURE AND 275'F WORKING TEMPERATURE. ALL BRASS BODY WITH REPLACEABLE, POLISHED, OPTICAL VIEWING WINDOW WITH COLOR CODED MOISTURE INDICATOR AND WITH SOLDER END CONNECTIONS. B) STRAIGHT THROUGH OR ANGLE TYPE STRAINERS: RATED FOR 500 PSIG WORKING PRESSURE AND 275'F WORKING TEMPERATURE. FORGED BRASS OR STEEL BODY WITH STAINLESS STEEL WIRE OR BRASS REINFORCED MOREL SCREEN. 80 TO 100 MESH IN LIQUID LINES UP TO 1J6" IN SIZE, 60 MESH FOR LARGER LIQUID LINES, AND 40 MESH IN SUCTION LINES. PROVIDE SCREWED CLEAN OUT PLUG AND SOLDER END CONNECTIONS. C) PERMANENT FILTER DRIERS: RATED FOR 350 PSIG WORKING PRESSURE AND 225'F WORKING TEMPERATURE. STEEL SHELL AND WROUGHT COPPER FITTINGS FOR SOLDER END CONNECTIONS. MOLDED FELT CORE SURROUNDED BY DESSICANT. 4. PIPING INSULATION: A) REFRIGERANT PIPING (HOT GAS AND UQU10 FOR DATA CENTER DSE SYSTEMS): 1" THICK CLOSED -CELL FLEXIBLE ELASTOMERIC. ALUMINUM JACKET WITH PRE -MOLDED FITTINGS (OUTDOOR ONLY). B) REFRIGERANT PIPING (HOT GAS FOR UPS RM DS SYSTEMS): 1 THICK CLOSED -CELL FLEXIBLE ELASTOMERIC. ALUMINUM JACKET WITH PRE -MOLDED FITTINGS (OUTDOOR ONLY). C) CONDENSATE DRAIN: 1i" THICK FIBERGLASS WITH ASJ. SEAL VAPOR BARRIER. PROVIDE PRE -MOLDED FITTINGS. D) CRAC AND ERP EQUIPMENT: INSULATE ALL UNINSUTATED INTERNAL REFRIGERANT PIPING, FITTINGS AND REFRIGERANT PUMP WITH 1/2" THICK CLOSED -CELL FLEXIBLE ELASTOMERIC. 5. ALL DUCTWORK SHALL BE CONSTRUCTED OF NEW LOCK FORMING QUALITY GALVANIZED SHEET METAL IN ACCORDANCE WITH THE LATEST SMACNA STANDARDS TO THE 2" W.G. PRESSURE CLASSIFICATION. ALL LONGITUDINAL SEAMS AND TRANSVERSE JOINTS SHALL BE SEALED PER SMACNA DUCT SEALING REQUIREMENTS SEAL CLASS "B". SEAL WITH A WATER BASED ADHESIVE SEALER DESIGNED FOR MEDIUM VELOCITY DUCT SYSTEMS. SEALER SHALL BE HARDCAST, INC., "IRON GRIP WATER BASE DUCT SEALANT #601." DUCTWORK SHALL BE HUNG AS HIGH AS POSSIBLE FROM THE BUILDING STRUCTURE WITH HANGER ASSEMBLIES IN ACCORDANCE WITH "SMACNA" REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ADDITIONAL RISES, DROPS, AND OFFSETS IN DUCTWORK AS REQUIRED. 6. ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE USED TO ADHERE FACING OR JACKET TO INSULATION) FIRE AMD SMOKE HAZARD RATING (AS TESTED BY PROCEDURE ASTM E84, NFPA 225, AND UL 273) NOT EXCEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. 7. ALL EXPOSED SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK SHALL NOT BE INSULATED. ALL CONCEALED SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 1/2" THICK DUCT WRAP, 3/4 LB/CU.FT. INSULATION. INSULATION SHALL HAVE A FACTORY APPLIED FOIL-SKRIM-KRAFT FACING CONSISTING OF 0.35 MIL. ALUMINUM FOIL REINFORCED WITH GLASS YARN MESH AND LAMINATED TO 40 POUND CHEMICAL TREATED, FIRE RESISTANT KRAFT. OVERLAP ALL SEAMS, STAGGER LONGITUDINAL SEAMS. SEAL SEAMS WITH 4" WIDE PRESSURE SENSITIVE TAPE AND OUTWARD CLINCHING STAPLES. USE SPEED CLIP PINS ADHERED TO DUCT SURFACES OVER 18" IN WIDTH ON 16" CENTERS AND MAX. 3" FROM INSULATION SEAMS. APPLY BRUSH ON VAPOR RETARDANT MASTIC OVER TAPE EDGES, PINS, AND TEARS IN THE FOIL VAPOR BARRIER. MINIMUM INSULATION MUST MEET EC (R-3.3). 8. MECHANICAL CONTRACTOR TO PROVIDE 5 DAYS OF ASSISTANCE FROM STARTUP TECHNICIAN OR QUALIFIED PERSONNEL TO ASSIST COMMISSIONING AGENT DURING COMMISSIONING PERIOD. - 9. MECHANICAL CONTRACTOR TO PROVIDE ROOF CURBS AND SHEET METAL HOODS FOR PIPE PENETRATIONS. GEN CONTRACTOR TO CUT ROOF, INSTALL ROOF CURBS, AND FLASH IN ROOF MEMBRANE. COORDINATE SIZE OF OPENING WITH ELECT TO INCLUDE POWER AND CONTROL CONDUITS. FAN COIL UNIT - CONDENSING UNIT SCHEDULE AIR HANDLING UNIT MARK MFG. MODEL # O M BLOWER KWE/STEPS ELECTRICAL ACC CFM *E.S.P. HP VOLT/PH MCA MOCP F0000700 TRANE BCHCO24E2 150 800 0.5 1 8/2 208/3 33.54 35 4T1R6024 10000800 TRANE BCHCO24E2 150 800 0.5 1 8/2 208/3 33.54 35 4TTR6024 EVAPORATOR -CONDENSING UNIT MARK MFG. CLG. CAPACITY EVAPORATOR CONDENSING UNIT SENS TOTAL CFM EDB EWB APD MODEL # V/PH MCA MOCP LBS AMB TEMP CON00700 TRANE 18.93 22.03 800 77 63.2 0.444 4TTR6024 208/1 13 20 162 95 CON00800 TRANE 18.93 22.03 800 77 63.2 0.444 4TTR6024 208/1 13 20 162 95 1. FACTORY PROVIDED, UNIT MOUNTED NON -FUSED DISCONNECT FOR FAN COIL UNIT. 2. FACTORY PROVIDED, UNIT MOUNTED CONVENIENCE RECEPTACLE. 3. 7-DAY PROGRAMMABLE, WALL MOUNTED THERMOSTAT, MECHANICAL CONTRACTOR PROVIDED, ELECTRICAL CONTRACTOR WIRED. 80 DEGREE COOLING SETPOINT/69 DEGREE HEATING OCCUPIED SETPOINT. PROVIDE LOCKING COVER. 4. PROVIDE CRANKCASE HEATER KIT. 5. PROVIDE MERV 8 FILTERS AND FILTER RACK. MECHANICAL DRAWING INDEX NUMBER DRAWING TITLE MO.1 MECHANICAL SYMBOLS, NOTES, SPECIFICATIONS, & SCHEDULES M2.1 MECHANICAL PIPING PLAN M2.2 MECHANICAL ROOF PLAN M3.1 MECHANICAL DUCTWORK PLAN M7.1 MECHANICAL SECTIONS AND DETAILS M7.2 MECHANICAL SECTIONS AND DETAILS ELECTRIC HEATER SCHEDULE MARK EUH00100 SERVES RISER ROOM CFM 300 HEATER KW 1.50 FAN MOTOR HP FRACT. AMPS 8 VOLTS/PHASE/HERTZ 208/1/60 MANUFACTURER REZNOR MODEL NUMBER EGW2 REMARKS 1, 2 REMARKS: 1. PROVIDE WALL MOUNT BRACKETS 2. INTEGRAL THERMOSTAT SEPARATE PERMIT REQUIRED FOR. 0 Mechanical • Electrical • Plumbing O Gas Piping City of Tukwila JIEDING DIVISIO CODE COS;i:F)-IANc APPROVED OCT 09 201.9 City of TUkwii8 U1LD NG DiV)SION i 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph: 281-374-8644 Fax 281-374-8992 J Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com 1 TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 .r oo 0) co co H J ISSUES & REVISIONS Date Description 1 06/03/19 ISSUE FOR PERMIT J [MECHANICAL snMsoi..s, NOTES, SPECS & SCHEDS ) SBEETTITLE 013-7) / DRAWN: TQB REVIEWED: TDF PROJECT NO.: C1766.00 SHEET NO. M0.1 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1 102/, KEYED NOTES 01 DEMOLISH ALL EXISTING MECHANICAL EQUIPMENT AND ASSOCIATED DUCTWORK, PIPING, ETC. IN THIS AREA UNLESS SHOWN OTHERWISE ON SHEETS M2.1 AND M3.1. FIELD VERIFY EXISTING CONDITIONS. 04? GENERAL NOTES 1. REFER TO SHEET MO.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REMOVE ALL DUCTWORK, HANGERS, TERMINAL BOXES, AND DIFFUSERS SHOWN BOLD. REMOVE ALL ASSOCIATED CONTROLS WIRING AND ASSOCIATED DEVICES. MECHANICAL LEGEND TO BE REMOVED TO REMAIN 05 MECHANICAL DEMOLITION PLAN SCALE' 1/8•-1-O• 06• 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph 281-374-8644 Fax 281-374-8992 J Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com J TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 J ISSUES & REVISIONS Date Description 06/03/19 I'... ISSUE FOR PERMIT MECHANICAL j DEMOLITION PLAN SHEETTTTLE DRAWN: T06 RENEWED: TDF PROJECT NO.: C1766.00 SHEETNO. J ML1 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. J VESTIBULE I 144 5 Ih� __ 1L RISER ROOM IEUH00100 I t;,y 02800 FCIMO Ir- a coo co !02 5 l MBCBA110 COI 02700 UPSBA110 PDUBA110 UPSBB110 PDUBB110 MDSBA110 MBCBB110 POUBD110 r . � t.._-� , PCB „, 15`P.t 1 PCD—� �--1 25 FCI it A014'0L 1 0,0 -I J ROOF OPENING UP LILT .25"PC VESTIBULE 143 ATSBA110 MBCBC110 PDUBA210 DATA HALL 3 137 TT 0 CRA00803 I • (DA-150) —o- --2PCD ATSBB110 PDUBB210 MDSBB110 UPSBC110 PDUBC210 F 7. C.P0.00•'3 "E 156 TT H CRA00603 11 • (DA-150) CORRIDOR 142 ", UPSBD110 u u [ , I; PDUBD210 MDPBC110 MDPBD110 1 ADOF urtNINI, 1 EH— J K; UP 2"PCD " - 1 CRA0030' 11 (DA-150 Ai R00F OPENING MECHANICAL PIPING PLAN SCALE. 1/8.-1'-0• n CRA00203 • (DA-150) 2"PCD FAt 03000 EPO 03000 UP 0 TRNBD110 ATS6�1I0 10 ) STAGING GENERAL NOTES 1. REFER TO SHEET MO.1 FOR ALL. SYMBOLS ON THIS SHEET. 2. REFER TO SHEETS M7.1 AND M7.2 FOR INSTALLATION DETAILS AND SECTIONS. 3. ALL EQUIPMENT AND PIPING SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH LOCAL CODES. MECHANICAL LEGEND — HOT GAS REFRIG. PIPING LIQUID LINE REFRIG. PIPING PUMPED CONDENSATE PIPING KEYED NOTES 01 ROUTE 3/4"PCD AND (2) SETS OF 7/8" REFRIG HOT GAS AND 1/2" UQUID LINES DOWN WALL TO CONNECT TO CRAC CONNECTIONS IN TOP OF UNIT. REFER TO SECTION ON M7.2. 02 ROUTE REFRIG HOT GAS AND LIQUID LINES UP THROUGH ROOF PENETRATION AND ROOF HOOD TO CONDENSING UNITS ON ROOF. COORDINATE ROUTING WITH ELECT CONTRACTOR FOR CONTROL AND POWER CONDUITS. REFER TO M2.2 FOR CONTINUATION. REFER TO M7.1 FOR ROOF HOOD DETAIL. 03 PROVIDE 3/4"PCD VALVED AND CAPPED FOR INSTALLATION OF FUTURE CRACS. 4 ROUTE 3/4"PCD AND (2) SETS OF 1-1/8" REFRIG HOT GAS AND (2) SETS OF 7/8" REFRIG LIQUID LINES DOWN WALL TO CONNECT TO CRAC UNIT CONNECTIONS IN TOP OF UNIT. OS CONNECT REFRIGERANT HOT GAS AND LIQUID PIPING TO NEW CONDENSING UNIT. REFER TO MANUFACTURER PIPING SCHEMATIC AND INSTALLATION INSTRUCTIONS. 06 ROUTE REFRIG HOT GAS AND LIQUID LINES THROUGH WATER TIGHT WALL PENETRATION TO CONDENSING UNIT AT GRADE. ROUTE REFRIGERANT PIPING DOWN EXTERIOR WALL. COORDINATE ROUTING WITH ELECT CONTRACTOR FOR CONTROL AND POWER CONDUITS. 07 SLOPE PCD 1/8" PER F00T. Og CONNECT TO EXISTING PCD 09 M/C TO PROVIDE ROOF CURB AND SHEET METAL HOOD. G/C TO INSTALL R00F CURB AND HOOD IN COORDINATION WITH WARRANTIED ROOF SUBCONTRACTOR. REFER TO DETAIL 10/M7.1. 10 PROVIDE CLEANOUT FOR CONDENSATE PIPING. M19-0137 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph 281-374-8644 Fax 281-374-8992 J Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 J VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com J TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 CD CD U w D) CD EDCSEA01 DATA HALL 3, POWER PLANT 2 0 W a 2 3 ISSUES & REVISIONS Date Description 06/03/19 ISSUE FOR PERMIT 07/24/19 09/12/19 CITY COMMENTS 0 CITY COMMENTS 0 C;_I.ti i AUK ALA. SEP262019 PERMIT CL: TER. J SHEETTTILE MECHANICAL PIPING PLAN r DRAWN: TOB REVIEWED: TDF PROJECT NO.: C1776.00 SHEETNO. M2.1 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1. REFER TO M0.1 FOR SPECIFICATIONS, SYMBOLS, AND LEGENDS. 2. COORDINATE ALL ROOF PENETRATIONS WITH STRUCTURAL ENGINEER AND BASE BUILDING WARRANTIED ROOFING SUBCONTRACTOR, 3. ALL REFRIGERANT PIPING SHALL BE INSULATED AND WITH ALUMINUM JACKET. MECH CONTRACTOR TO PROVIDE ROOF CURB AND SHEET METAL PIPING ROOF HOOD. GEN CONTRACTOR TO INSTALL. COORDINATE SIZE OF ROOF PENETRATION AND ROOF HOOD WITH ALL NEW AND FUTURE REFRIG PIPING AND CONDUITS. COORDINATE WITH ELECT CONTRACTOR. REFER TO DETAIL ON M7.1. CI ROUTE INSULATED REFRIGERANT HOT GAS AND LIQUID PIPING DOWN THROUGH ROOF PENETRATION AND ROOF HOOD. REFER TO M2.1 FOR CONTINUATION. (11) CONNECT REFRIGERANT HOT GAS AND LIQUID PIPING TO NEV CONDENSING UNIT AND REFRIGERANT RECEIVER CONNECTIONS. REFER TO MANUFACTURER PIPING SCHEMATIC AND INSTALLATION INSTRUCTIONS. 0 MECH CONTRACTOR TO PROVIDE ROOF CURB AND SHEET METAL HOOD FOR FUTURE CONDENSING UNIT. GENERAL CONTRACTOR TO INSTAL ROOF CURB AND HOOD IN COORDINATION WITH WARRANTED ROOF SUBCONTRACTOR. CAPPED AND SEALED FOR FUTURE USE. REFER TO DETAIL ON 97.1. ROUTE REFRIGERANT PIPING ON DURA-BLOK MODEL DB630 ROOFTOP PIPE SUPPORT, REFER TO SPECIFICATIONS FOR SPACING. INSTALL OFCI LIEBERT MICRO -CANNEL CONDENSING UNIT ON OFCI LEG STANDS. CONTRACTOR SHALL COORDINATE HEIGHT OF STANDS PRIOR TO ROUGH -IN. PROVIDE CONDENSING UNIT AND MOUNT LEVEL ON EQUIPMENT RAILS. CON00113 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph 281-374-8644 Fax 281-374-8992 Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 V M K ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.v1mk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX (206) 883-9301 1 Xc\I a) I- Z C--- < a_ C— cc LL1 C) 0 CD 0_ as) _J _I CI 2 < miCi I- < CD 6 a < w CO 0 to w 0 w I - CO ISSUES &REVISIONS No. ' Date Description 06/03/19 ISSUE FOR PERMIT SHEETTITLE MECHANICAL ROOF PLAN DRAWN: TQB REVIEWED: TDF PROJECT NO.: C1776.00 SHEETNO. M2.2 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. VESTIBULE ' RISER ROOM ❑ iEUH00100 (C.6') © 36x34 4000 32x24 FCub0700 CON02800 CON02700 MBCBA110 36x36 ®6x14 �7200 MDPB 110 MDPBB110 } R0 F 0 ENING i. Cii1 iUJ (1)A 11,111 FJT.[1;RA01103 _150) UPSBB110 12x12 PDUBA110 36x34 FRONT PDUBB110 1 U L CRA01000 .A--1`,'Jl ROOF OPENING MDSBA110 MBCBB110 CORRIDOR PDUBC110 11..11 2A00911.5 )00 150) 10 CRA01907, OA 100) 20x20 MECH 9 TEMPORARY METERING SWITCHBOARD PDU8D110 �FC000800 FC000800 80 D BA110 ATSBA110 O • 0 MBCBC110 PDUBA210 MECH 10 13&L,i CRA 007013 ((r/- -1,) 04 DATA HALL 3 37 CRA00803 (DA-150) 04 1 (05 ) ! 06 1 TEMPORARY TRANSFORMER (1500KVA) GENAA110 (1750KW) ATSBB110 PDUB9210 CRA00603 I (DA-150) 6x14 T PDUBD210 CRA00303 (DA-150) CRA00403 (DA-150) UPSBD110 32x24 u u MDPBC110 MDPBD110 CRA00103 (DA-150) CRA00203 (DA-150) MDS88110 © 36x34 4000 UPSBC110 PDUBC210 12x12CORRIDO CI.42 N MECHANICAL DUCTWORK PLAN SCALE. 1/8••1'-0' 6x14 200 m 8x8 200 FAC 03000 EPO 03000 ©36 34 4000 Ji tCvow 1atr -moo LCPBC110 TRNBDIID 08 MDSB C110 NTSB 10 NTSBD +,gx10 �}h 1} STAGING GENERAL NOTES 1. REFER TO SHEET M0.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEET M7.2 FOR DETAILS AND SECTIONS. 3. ALL ROOF PENETRATIONS SHALL 8E COORDINATED WITH STRUCT. ENG. ALL ROOF WORK TO BE DONE BY GC WITH WARRANTIED ROOFING SUBCONTRACTOR. 4. ALL DUCTWORK IS EXISTING UNLESS SHOWN OTHERWISE ON PLAN. INLET SIZING CHART ROUND NECK SIZE CFM RANGE 6" 0 0 - 120 8" 0 121 - 220 10"0 221 - 360 12" 0 361 - 560 14"0 561 - 800 KEYED NOTES 01 TWO(2) 64x32 FRAMED RETURN AIR OPENINGS BY OTHERS. PROVIDE AND INSTALL 1-1/2" ANGLE IRON FRAME WITH 3/4" EXPANDED METAL TYPE GRATE MOUNTED ABOVE DATA CENTER CEILING IN FRAMED OPENINGS FOR ALL NEW AND FUTURE CRACS. COORDINATE LOCATIONS OF NEW AND FUTURE CRAC RETURN AIR OPENINGS WITH FIRE SPRINKLER BRANCH LINES AND WITH GEN CONT. REFER TO DETAIL 03/M7.2. 02 TWO(2) 56x24 FRAMED SUPPLY AIR OPENINGS BELOW RAISED FLOOR BY OTHERS. PROVIDE AND INSTALL SHEET METAL BLANK OFF PANEL AT ALL FUTURE CRAG OPENINGS. COORDINATE LOCATIONS OF NEW AND FUTURE CRAG SUPPLY AIR OPENINGS WITH GEN. CONT. REFER TO DETAIL 03/M7.2. 03 PROVIDE AND INSTALL 8x8 SUPPLY AIR OPENING WITH GRILLE AND FIRE DAMPER ABOVE DATA CENTER CEILING. CI GENERAL CONTRACTOR TO PROVIDE FLOOR SUPPLY GRILLES AND CEILING RETURN GRILLES IN THIS ROOM. REFER TO ARCH DWGS FOR LOCATIONS. 05 CONNECT TO EXISTING DUCTWORK. 0 MOUNT THERMOSTAT WITH LOCKING COVER AT LOCATION INDICATED AT 48"AFF. ELECTRICIAN 15 RESPONSIBLE FOR WIRING BETWEEN THE THERMOSTAT AND FCU. 07 INSTALL OWNER FURNISHED DIFFERENTIAL PRESSURE SENSOR WITH SAMPLING TUBES ACROSS INTAKE AND DISCHARGE SIDE OF CRAC FILTER. EC TO TERMINATE WIRING FROM DP SENSOR TO BMP. 08 PROVIDE AND INSTALL INSULATED SHEET METAL PLENUM WRAPPED AROUND FLOOR STAND AS SHOWN ON DETAIL 03/M7.2. Og PROVIDE 32X24 SHEET METAL SUPPLY AIR PLENUM MOUNTED ON TOP OF CRAC UNIT. 10 PROVIDE LINED RETURN AIR BOOT SIZED SAME SIZE AS UNIT INLET. 11 8" OUTSIDE AIR DUCT UP THROUGH ROOF TO ROOF CAP WITH BIRDSCREEN AND 12" PREFAB INSULATED ROOF CURB. COORDINATE WITH GEN CONTRACTOR AND WARRANTIED ROOFING SUBCONTRACTOR. 12 MOUNT GRILLE ON WALL 12'-0" AFF. 13 GRILLE MOUNTED ON BOTTOM OF DUCT. 14 ELECTRICIAN IS RESPONSIBLE FOR CONTROL WIRING BETWEEN FCU AND CONDENSER. 15 RELOCATED RETURN AIR GRILLE ON THIS WALL TO THE NOTED LOCATION. IREBALANCE DIFFUSER TO THE CFM SHOWN ON THE PLAN. 17 RELOCATE GRILLE TO THE BOTTOM OF THE DUCT. 18 PROVIDE MOTORIZED DAMPERS IN SUPPLY AIR DUCT AT CONNECTION TO ALL UPS CRAG UNITS. DAMPERS OPEN WHEN RESPECTIVE UNIT FAN IS ENERGIZED. 19 GRILLE AND TAP WITH BALANCING DAMPER MOUNTED ON BOTTOM OF DUCT. M19-0137 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph,281-374-8644 Fax 281-374-8992 Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 J r VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX' (206) 883-9301 >< CLD 7- V moo a) GV Z J 0_ CC a_ crs J Q 0 LLB 0 0 W 0 LU 1- p� CO CO 00 Q _ N 1- ISSUES & REVISIONS 10. I 1 06/03/19 Date Description 2 3 07/24/19 09/12/19 ISSUE FOR PERMIT CITY COMMENTS CITY COMMENTS 1.E r 11\' 0 TLsKl.l!. 7) -SEP 20819 - J SHEMITLE MECHANICAL DUCTWORK PLAN DRAWN: T08 REVIEWED: TDF PROJECT NO.: C1776.00 SHEETNQ M3.1 PROPRIETARY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. SECURE TOP TO ROOF JACK WITH GASKETED FASTENERS AT EACH CORNER AND 12" CENTERS. OPENING IN STUD WALL FOR DUCT PENETRATION SHALL HAVE A STUD FRAME 45° ON ALL SIDES. RETAINING ANGLE SHALL BEAR ON STUD FRAME. RATED WALL OR PARTITION X^ CONNECT SLEEVE TO DUCT WITH SLIP JOINT �1ax SHOULDER BOLT >• DAMPER BLADE ASSEMBLY WITH DUCT TRANSITION INSULATED ROOF CURB ESCUTHCEON PLATE. FABRICATE IN HALVES. DEMISING WALL -• ■ • UL LISTED FUSIBLE LINK SIDE VIEW OVERLAP TOP AND BOTTOM HALVES 1". CAULK SEAM AND JOIN HALVES WITH SHEETMETAL OR RATED PARTITION �" FILL VOID WITH APPROVED ��� � 6.... ;o.... REFRIGERANT PIPE GASKET AROUND FULL REMOVABLE DOUBLE WALL INSULATED [T0,,/TSECURE BREWS LOCATE TOP HALF ON OUTSIDE TO SHED WATER. FILL VOID BETWEEN PIPES WITH TOP TO OOPENINGWITH AT EACH CO PIPING VOIDS WITH SILICONE CAULKING. SHEETME AL SLEEVE NON-COMBUSTIBLE MATERIAL ROCK ) ( WOOL INSULATION). AT RATED APPR ED BOTTI RECAULK ���44.Cle.�44.,, pig OOr 4, 4 ., •♦.I *'�" ��j��i�'�����i..,:* O.� `00 4%* �• .' .♦ ••••" PIEINSU ATONSEAL/FASTENERS ANGLE BRACKET SECURED TO BOTT. SIDE OF TOP. CLAMP �tt 40�i .O.O� -V.WjQ�! 44r �I0A. .Oi• CUSHION INSULATION WITH JACKET UNISTRUT SIDEWALL SUPPLY AIR GRILLE • u ( ) f� REFRIGERANT PIPE DUCT - 1 -e ���� (� ACCESS DOOR IN DUCT. REFER TO SECURE ROOF JACK TO CURB WITH GASKETED /� Ei ELEC CONDUIT (TYP.) ) r r` r . (:' - PIPING SPECIFCATIONS FOR DOOR TYPE AND SIZE. FASTENERS 2" IN FROM EACH CORNER AND ON 2 CENTERS. SEAL ALL CORNERS AND SEAMS. E/ r SEALANT (TYP.) ESCUTCHEON PLATE ON PIPES EXPOSED WITHIN ROOMS ROOF 1-1/2"zi-1/2"z1/8" RETAINING ANGLE. SEE NOTE. 2" A. THICK INSULATION BOARD SECURED ENO VIEW - ESCUTCHEON PLATE: REFRIG PIPING/CONDUIT TO WALLS OF ROOF PENETRATION WOF INSULATED ROOF CURB SUPPORT D 4 LOD x(, RUBBERBASE.NO ROOF PENETRATION COORDINATE LENGTH OF SUPPORT WITH REFRIG PIPING NOTES: WITH UL 555. METAL ROOF DECK 2X6 MIN.OOVERALL THICKNESSR ATTACHED TO INSULATION OVERALL. TO MATCH INSULATION HOLES CUT THROUGH ROOF INSULATION AND ROOF DECK TO ROUTE PIPING AND CONDUITS. MIN. 3" BETWEEN HOLES IN ANY DIRECTION AND 3" MAXIMUM DIAMETER EACH. ALL HOLES SHALL BE NO CLOSER THAN 12" FROM PRECAST WEB. REFRIGERANT PIPE PENETRATION —' _' ROOF INSULATION 12" MIN. INSULATE CONDUITS MIN. 12" BELOW ROOF DECK THROUGH ROOF it,f.t1PIPING AT INTERIOR WALL AND ELECT CONDUIT REQUIREMENTS. NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) SPACING OF SUPPORTS PER SPECIFICATIONS. SUPPORT SPACING SHALL BE BASED ON THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK. 0. ROOF PIPE SUPPORT 1. PROVIDE 2. INSTALL LASTING. 3. EXTEND 4. PROVIDE FOOT IN 5. PROVIDE ANGLES MINIMUM AA UL LISTED DAMPER AND SLEEVE IN ACCORDANCE DAMPER AND SLEEVE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS NOT TO VOID UL SLEEVE BEYOND WALL MAX. 6 INCHES. EXPANSION SPACE PER MANUFACTURER'S INSTRUCTION, BUT NOT LESS THAN 1/8" PER UNEAL BOTH DIRECTIONS. MINIMUM 1-1/2" x 1-1/2" x 1/8" RETAINING ANGLE ON TOP, BOTTOM AND SIDES. ATTACH TO SLEEVE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANGLES SHALL OVERLAP WALL A OF 1". DUCT FIRE DAMPER L® ® NOT TO SCALE NW NOT TO SCALE NOT TO SCALE ® NOT TO SCALE INSIDE WALL (OR FLOOR) SUPPLY AIR DUCT NOTE: ELEVATE A/C UNIT SUFFICIENT DISTANCE ABOVE FINISHED FLOOR OR ROOF TO ALLOW FOR INSTALLATION OF TRAP WITH ADEQUATE DIMENSIONS TO WITHSTAND SYSTEM OPERATING PRESSURE. COORDINATE WITH DETAIL FOR A/C UNIT MOUNTING. SPIN -IN TAP WITH VOLUME DAMPER TAM A NBA. • VENT MAIN SUPPLY RETURN OR / • INSULATED FLEX DUCT. SEE SEE PIPING ICATIONAL NS EXHAUST DUCT ,= r, MAX. 8 FT. LENGTH CLEAN OUT PLUG TYPICAL MANUAL ^, THUNDERLINE" LINK -SEAL SLEEVE CLOUSURE EXTERIOR WALL (OR FLOOR) ' . IAllelbr / 3" UNION DRAIN PAN CONNECTION VOLUME DAMPER SPIN -IN FITTING WITH MANUAL VOLUME DAMPER ,. TEE 45 7 `1 N11 jr 1 C?-- STAINLESS STEEL DRAWBAND WITH WORMr H TEE _ FULL CONNECTION PIPE W III L-' GEAR TIGHTENING SCREW. CLAMP INNER = LINER TO GRILLE COLLAR. SEAL OUTER i w SIZE - MIN. 1-1/4" ( j U x, / _ VAPOR BARRIER TO BACK OF GRILLE DUCT t SEE SPECIFICATIONS FOR TYPE OF TAPE, al __ J a — FLEX DUCT. CEILING X � ELBOW / _ = I I _.:._- SCHEDULED AIR DEVICE �I # TYP. ROUND -, -... TAKE -OFF SCHED. 40 GALV. STEEL PIPE p I BOTTOM ROUTE PIPE TO NEAREST FLOOR DRAIN AS TYP. RECTANGULAR TAKE -OFF. SLEEVE W/ WATERSTOP. MIN. 2 PIPE SIZES LARGER FILL WITH WATER -PROOF SHOWN ON PLANS USE SMACNA 45° ENTRY FITTING L = 1/4W (4" MIN. THAN PIPE MASTIC NOTE: SUPPORT FLEX DUCT FROM STRUCTURE SO THAT IT DOES NOT KINK, SAG OR REST ON -��_- ___ \ LIGHT FIXTURES, CEILING SUPPORT TEES OR TILE. TOTAL HEIGHT OF TRAP= X+H+ ( 1 1/2 x PIPE DIAMETER ) FOR DRAW THRU UNITS FOR BLOW THRU UNITS m EXTERIOR PIPING PENETRATION Lila SA GRILLE CONNECTION X= MIN. 1/2 H (PREFERRED X=H) X= FAN STATIC PRESSURE +1" H= NEGATIVE STATIC PRESSURE +1" H= MIN. 1" 00 CONDENSATE DRAIN PIPING 0 DUCT BRANCH TAKE OFF NWNOT TO SCALE NW NOT TO SCALE NOT TO SCALE NOT TO SCALE PATE ES-2b CURB WITH 1/2" THICK USG SECUROCK FACING ON ALL VERTICAL SIDES ( I WELD EQUIPMENT SUPPORT LEGS TO U-SHAPED BRACKETS STAINLESS. STAINLESS STEEL ENCLOSURE WITH REMOVABLE TOP. CROSSBREAH OR SLOPE FOR DRAINAGE. INSTALL 1" FOAM BOARD INSULATION TIGHT TO INSIDE WALLS OF ROOF SPLIITERING HANGRING HANGER HANGER ROD AS REQUIRED TYPE -COVER-BOARD THERMAL INSULATION AND \ 0 /5 .,.. �? _ ///\\\ :I '� /- ! �STEE,IxC'OVER �FASKETED FASTENERS - BOTH SIDES / U-SHAPED STAINLESS SUPPORTN z ( ) `" / ' R'90 ` pF i PENETRATION STAINLESS STEEL COLLAR �"T SLOPE PIPES DOWN AND���%%i0ii i ��i i0.iV SHOULDER BOLT ■ i •••••• REFRIGERANT PIPEINI PREFORMED THERMOPLASTIC PIPE SADDLE WITH GALVANIZED CLAMP SIZED TO MATCH PIPE SIZE. KLO-SHURE OR EQUAL. THREADED ROD PIPING SPACING OF HANGERS PER SPECIFICATIONS TURNBUCKLE AS RE 'I ' 1 1 r,i • o ` STEAL TNS iiii:l. AWAY FROM HOOD s.!� .44,. �4' I: I : is i . ■�■ - v C7 •p, fir •. ,�. ---> �� '44• BOTH SIDES rd L REMOVABLE STAINLESS �'O Np,, .. O :'p; a gip. p.� ... �III ..Q 114 �' p:. 00 PIPE INSULATION _. I',i 1c I . _ I I e + ---_-. , ti : ADHERED MEMBRANE �' I STEEL COUNTER -FLASHING ri'4 :.. i•i� �� .. •FLASHINGin V W. .•i•' �� �� - .? � •.,• • S �,.: r,,'c. w .y q'^•: `.: {• i CLAMP .tOi':.. .ii; 1 ........ IV ••Oic. ..0.� •, ., �.�.....�� /-CUSHIONii:-� j At*�� ll, •••-"•-•' ..:::........... � •;:?;a:+ '"' ADHERED MEMBRANE FLASHING _ !LI is mom Wit ............. NSULATION GA. GAL V. +cE p, . la, WELDED SEAM UNISTRUT SHFFTMETA SAND LE SH ;� ° '�-'� SEALANT MIN. 4" CLEARANCE FROM PIPE TO TOP OF CURB; MIN. 2" c� i � ,�,.'"� 04' ; gg° •• TENANT (IF REQUIRED FOR �i��>i::;>::•:�• LO UNISTRUT BOLT UNISTRUT TO F OR. SHIM UNDERSIDE AS CUT HANGER ROD FLUSH WITH BOTTOM NUT MINIMUM SL LONG PROVIDE FULL CIRCUMFERENCE .. '�e.:.. -;:::;::%i:ii?,'..' :::;;;ra:•;:.::ti:;:::r::;iii: BETWEEN PIPES THE SPECIFIC SYSTEM) `..isi.'t;?t•,`'''"ff:ii::`"•;:i;;t \ \ "•��`%:... GASKEfED FASTENERS REQUIRED TO KEEP LEVEL 12" LONG SECTION OF HIGH COMPRESSION SLAB SEAM PLATES AND FASTENERS 2x6 MIN. WOOD NAILER :::`{'ii�r�ilii:}ai?i:•:;::::: • •• ••••��'`> p WELDED SEAM BONDING ADHESIVE °` •.••••.•. SHEET -METAL FLASHING RECEIVER 2x6 MIN, WOOD NAILER ATTACHED TO SUBSTRATE; OVERALL THICKNESS TO MATCH INSULATION SINGLE -PLY ROOF ,��. II ;;T•��' (MINIMUM 2 PER SIDE) 0 IN A H SIVE BONDING ADHESIVE FAS EN RSES AND COVER BOARD AND THERMAL INSULATIONSTEEL NOTES: THIS DETAIL APPLIES TO INSULATED AND UNINSULATED COPPER PIPING. REFER TO SPECIFICATIONS FOR INSULATION REQUIREMENTS. 2) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 3) MAXIMUM ALLOWABLE SPACING OF HANGERS (HANGER SPACING SHALL BE BASED ON STRENGTH CLOSED -CELL INSULATION Al EACH HANGER POINT NOTES:) UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) MAXIMUM ALLOWABLE SPACING OF HANGERS: PIPE: )5" TO 1 Yx" - 7' 0" 0C. 2" TO 2J¢" - 10'-0" O.C. COPPER PIPE: Yz" TO 1Y," 5' 0" O.C. ATTACHED TO SUBSTRATE - ' OVERALL THICKNESS TO MATCH INSULATION SINGLE -PLY ROOF MEMBRANE ® EQUIPMENT SUPPORT CURB MEMBRANE ROOF DECK 10 ROOF PENETRATION 0 NOTES: 1) ALL UNISTRUT AND HARDWARE SHALL BE GALVANIZED. 2) SPACING OF SUPPORTS PER SPECIFICATIONS. SUPPORT SPACING SHALL BE BASED ON THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK. REFRIGERANT PIPE SUPPORT THE SMALLEST DIAMETER PIPE SUPPORTED BY THE RACK): COPPER PIPE: Xz" TO 1Y." 5' 0" O.C. 2' TO 2Yx" 8 -0" O.C. 4) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. 0 MULTIPLE PIPE HANGER - 2" TO 2Yz" - 8'-0" 0.C. CAST IRON PIPE: ALL 10+0" O.0 3) PROVIDE HANGER AT ALL CHANGES OF DIRECTION. _ 0 SINGLE PIPE HANGER ® NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE --'` 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph. 281-374-8644 Fax. 281-374-8992 J Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 i_VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vImk.com 1 TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 V><im�// W O U CLD 0) 1.10 CD DO Fn a) c co 'Q J LO CNI 1- 1 1 1 ISSUES & REVISIONS Date 1 Description 06/03/19 ISSUE FOR PERMIT SHEET TITLE MECHANICAL DETAILS J DRAWN: TOB REVIEWED: TDF PROJECT NO.: C1776.00 SHEET NO. M7.1 PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. ( ROOF I I 1 I I TWO -TIERED UNISTRUT PIPING SUPPORT (2)1-3/8" LIQUID LINE FROM COND UNIT UNISTRUT WALL SUPPORT REFRIG BALL VALVE (TYP) COMPRESSOR ASSEMBLY OFCI ECONO-PHASE REFRIGERANT PUMP MODULE. INSULATE ALL REFRIGERANT PIPING AND FITTINGS INSIDE ERP MODULE. (2)7/8' LIQUID LINES FINISHED FLOOR OFCI LEAK DETECTION CABLE. SECURE TO FLOOR. (2)1-3/8" HOT GAS 3/4"PCD 3/4"HUM FRONT ELEVATION (2)56"Wx36"H RETURN AIR OPENINGS FOR EACH CRAC UNIT. 1-1/2" ANGLE IRON FRAME AND 3/4" EXPANDED METAL WELDED TO INSIDE. OFCI LEAK DETECTION MODULE FILTER ASSEMBLY ELECTRIC BOX ASSEMBLY FIELD WELD UNIT TO FLOOR STAND, IF REQUIRED. REFER TO STRUCT. (2)24"Hx56"W SUPPLY AIR OPENINGS BELOW RAISED FLOOR. EC FANS f2x2x1/8 GALV ANGLE IRON; SECURE TO FLOOR AND CAULK.I OFCI SEISMIC ANCHORING, IF REQUIRED. REFER TO STRUCT. (2)56 W OPEN IN SECURIT LA (2 UN (2)24 OPEN 30" MECH FANS BY M ROOF \\/\/ )1-3/8" \/\/-/\/\/\ x36"H RETURN AIR Rom" ;S WITH EXPANDED METAL Y GRATES FOR EACH UNIT.--"" TWO -TIERED UNISTRUT G SUPPORT REFRIGERANT PIPING 00000o�ose '-IN CEILING —/ HOT GAS TO COND IT AND 3/4" PCD DATA CENTER 2 � FR GERANT PIPING s e o e o tallel e e HUM PIPING PCD PIPING LIGHT FIXTURE N-OFCI FILTER ASSEMBLY. FILTERS REMOVED THROUGH FRONT OF PLENUM. MECHANICAL. CORRIDOR " Hx56°W SUPPLY AIR NGS BELOW RAISED FLOOR. 2AISED FLOOR CRAG •EC FANS TO REMAIN IN THEIR SHIPPED POSITION INSIDE UNIT. PROGRAM FANS TO ROTATE UPON SHUTDOWN TO PREVENT BACKDRAFT. INSULATED SHEET METAL PLENUM WRAPPED AROUND FLOOR STAND. CONT TO LOWER OFCI EC BELOW UNIT AS DIRECTED NJUFACTURER. SA OFCI LEAK DETECTION OFCI LEAK DETECTION MODULE CABLE FINISHED FLOOR SHEET METAL BLANK OFF PANEL SECURED TO FRAME FOR ALL / SIDE ELEVA TION FUTURE CRACS. DOWNFLOW CRAC UNIT WITH ECONO-PHASE REFRIGERANT PUMP NOT TO SCALE 2x2x1/8 GALV ANGLE IRON; SECURE TO FLOOR AND CAULK. PRE -FABRICATED SEISMIC FLOOR STAND, IF REQUIRED. REFER TO CRAC SCHEDULE ON SHEET MO.1. ROOF ROOF i UNISTRUT MOUNTED TO WALL 5/8" HOT GAS LINE 1/2" LIQUID LINE OFCI LEAK DETECTION CABLE. SCREWED TO FLOOR. -- FINISHED FLOOR 3/4" PUMPED CONDENSATE UNE CRAC J LEAK DETECTION MODULE 2x2x1/8 GALV ANGLE IRON; SECURE TO FLOOR AND CAULK. `NEOPRENE VIBRATION ISOLATION PADS UPFLOW CRAC UNIT NOT TO SCALE \Y 5/8" HOT GAS, 1/2" LIQUID, AND 3/4° PCD • CRAG _J J SEISMIC ANCHORING. REFER TO STRUCT. FINISHED FLOOR ROOF ELEVATION OF BOTTOM OF OFCI LIEBERT DSE REFRIG RECEIVERS MUST BE LOCATED ABOVE BOTTOM OF ECONOPHASE PUMP BOX. AIR-COOLED CONDENSER (OUTDOORS) o 0) AIR-COOLED CONDENSER (OUTDOORS) J OFCI LIEBERT DSE REFRIG RECEIVER OFCI LIEBERT DSE RECEIVER ECONOMIZER REFRIGERANT PUMP SLOPE HORIZONTAL HOT GAS PIPING DOWN 1/2" PER 10' TO MATCH DIRECTION OF FLOW. TRAP AT BASE IF RISER IS OVER 5'-0". PROVIDE DIFFERENTIAL CHECK VALVES ON /1001/ 3/8" BYPASS LINES AT LIQUID LINE SHUTOFFS COOLING C )IL TRAP AT BASE OF RISERS OVER TRAP AT BASE IF RISER IS OVER 5'-0". SLOPE ALL HORIZONTAL PIPING BETWEE /LIQUID RECEIVER AND PUMP AT 2" PER 10' / LINE (2) TOWARDS THE REFRIGERANT PUMP. v V n HOT GAS y LINE (2) PROVIDE REFRIGERANT SHUT OFF VALVES T-4\ — A PIPING SUPPORTS (TYP.) ROOF PIPING PENETRATION. CURB AND HOOD PROVIDED BY MECH CONT AND 14, INSTALLED BY GEN CONT. - a FOR RISERS OVER 25', TRAP EVERY 20' OR EVENLY DIVIDED. CRAC UNIT (INDOOR) CONTROL WIRING IN CONDUIT BY ELECT CONT. REFER TO ELECT DWGS. RETURN AIR FILTERS CONTROL PANEL SMOKE DETECTOR CONDENSATE DRAIN PAN I I I C— COMP. (2) nD Ci COMP. (2) CONDENSATE PUMP / MOUNT MOISTURE DETECTION MODULE. DETECTOR FURNISHED WITH UNIT. R- I MOUNT CRAC UNIT ON SUPPORT STAND. STAND FURNISHED WITH UNIT SLOPE HORIZONTAL HOT GAS PIPING DOWN 1/2" PER 10' TO MATCH DIRECTION OF FLOW. RAISED FLOOR FLOOR SLAB Factory provided internal controls sholl control the CRAC and ACC functions to maintain space humidity and temperature set -points and cycle econo-phase refrigerant pumping sequence. 1) The internal fan operates continuously. The compressor unloads and cycles on/off as needed to maintain the set -point. The condensing unit fans speed up/down and cycle on/off as controlled by the CRAC control panel. 2) The unit mounted smoke detector shall, upon sensing smoke, shut down the unit and notify the building fire alarm system. The CRAG will restart after the smoke detector has been manually reset. 3) The leak detection system shall, upon sensing moisture, alarm at the unit control panel and shut the unit off. DX SYSTEMS - CRAC SEQUENCE OF OPERATION AND REFRIGERANT PIPING DETAIL NOT TO SCALE TWO(2) SETS OF REFRIG PIPING CIRCUITS. REFER TO MANUFACTURER AND DRAWINGS FOR QUANTITIES, SIZES, APPURTENANCES, AND ROUTING DETAILS. TRAP AT BASE IF RISER IS OVER 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph 281-374-8644 Fax' 281-374-8992 J Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 i _VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 CD D CD D) CD N Z J a_ cc w C'7 J o LLI 0 LU LU oo coco Fo- co Q N J Na 1 ISSUES & REVISIONS Date 11 Description 06/03/19 ISSUE FOR PERMIT / MECHANICAL \ DETAILS .../ / DRAWN: TQB REVIEWED: TDF PROJECT NO.: C1776.00 SHEET NO. M7.2 J PROPRIETARY: NOT FOR DISCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. J 2 \SO 0 - Notes.dwg - 5/28/2019 G'. W cad20191201900721Drowin STRUCTURAL NOTES EDCSEA01-PHASE 3 - VLMK JOB #20190072 DIVISION 1 - GENERAL A. GENERAL A.1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE GENERAL NOTES TO THE EXTENT SHOWN. A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK ENGINEERING + DESIGN (VLMK) OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. A.3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK IS LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. A.4. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS, THE LATEST ISSUE SHALL APPLY. A.5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. A.6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE STATE OF WASHINGTON (INTERNATIONAL BUILDING CODE, 2012 EDITION, EFFECTIVE JULY 1, 2013) AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. A.7. DESIGN CRITERIA, A.7.a. ROOF SNOW LOAD (PER IBC 1603.1.3) FLAT -ROOF SNOW LOAD (PO 25 PSF SNOW EXPOSURE FACTOR (Ce) 1.0 SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.0 A.7.b. WIND LOAD (PER IBC 1603.1.4) ULTIMATE DESIGN WIND SPEED NOMINAL DESIGN WIND SPEED RISK CATEGORY WIND EXPOSURE (Vult) (Vasd) INTERNAL PRESSURE COEFFICIENT A.7.c. EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5) SEISMIC IMPORTANCE FACTOR (GCpi) (Ie) 120 MPH 93 MPH 11 t018 RISK CATEGORY II MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss=1.516 S1=0.569 SITE CLASS D DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds = 1.011 Sd1 = 0.569 SEISMIC DESIGN CATEGORY D A.B. MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN DIAMETER OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 POUNDS SHALL BE HUNG BY A SYSTEM APPROVED BY VLMK, ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200 POUNDS SHALL HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS OR WALL UNLESS OTHERWISE APPROVED, A,9. WHERE REQUIRED, SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT, SPRINKLER PIPING OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH CHAPTER 13 OF ASCE 7-10. STRUCTURAL CALCULATIONS AND DETAILS STAMPED BY A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. A. 10- THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE SEA20091Y PROJECT LOCATED IN TUKWILA, WASHINGTON. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE, OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. A.11. BIDDER DESIGNED ITEMS (DEFERRED SUBMITTALS) SHALL BE DESIGNED BY, AND BEAR THE STAMP OF AN ENGINEER (PRODUCT ENGINEER) REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. SEE DEFERRED SUBMITTAL TABLE FOR ADDITIONAL REQUIREMENTS AND ITEMS CLASSIFIED AS DEFERRED SUBMITTALS. DIVISION 2 - SITE WORK A. NOT USED. DIVISION 3 - CONCRETE AND REINFORCING A, CONCRETE MIX/MATERIAL A.1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANTS STANDARD DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL. CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. A.2. MINIMUM MIX REQUIREMENTS: LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES STRENGTH (a) CONTENT MISCELLANEOUS 3,000 PSI 470 LB (c) (a) - SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. (b) - WRA = WATER REDUCING AGENT. (c) - AE = AIR ENTRAINMENT. (d) - UP TO 1 112 PERCENT CALCIUM CHLORIDE ALLOWED DURING COLD WEATHER, (e) - POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT. A.3. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED. A.4. AGGREGATES PER ASTM C33. USE 3/4 INCH MINUS UNLESS OTHERWISE NOTED OR APPROVED. A.5. WATER REDUCING AGENT (WRA) SHALL BE POLYHEED R-1 OR DURACEM 55 (MINIMUM 6OZ. PER 100 POUNDS CEMENT). COMPLY WITH ASTM C-494. A.6. AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE SPECIFIED AND/OR APPROVED BY ENGINEER. A.7. ACCELERATORS: POZZUTEC 20 NON -CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN THE COMPLETED STRUCTURE (WALLS, EXTERIOR PAVING, ETC.), CALCIUM CHLORIDE IN THE INTERIOR SLABS ON GRADE. QUANTITY (DOSAGE) TO BE DETERMINED BY CONTRACTOR AND APPROVAL OBTAINED FROM ENGINEER BEFORE USE OF ACCELERATORS. A.8. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. A.9. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED. B. REINFORCING B.1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. B.2. USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED. USE ONLY LOW HYDROGEN ELECTRODES. ALL WELDING TO BE IN COMPLIANCE WITH AWS D1.4. 8.3. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES - ACI STANDARD 315. 8.4. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES, DIVISION 4 - MASONRY A. CONCRETE MASONRY A.1. DESIGN fm = 1500 PSI AT 28 DAYS. A.2. ALL CONCRETE MASONRY UNITS TO BE MEDIUM WEIGHT UNITS PER ASTM C90. A.3. NET AREA COMPRESSIVE STRENGTH (NACS) OF THE CONCRETE MASONRY UNITS SHALL COMPLY WITH IBC TABLE 2105 2.2.1.2 SEE UNIT STRENGTH METHOD TABLE BELOW. A.4. MORTAR TO BE TYPE S (1800 PSI) USING THE 'PROPERTY METHOD' PER ASTM C270. A.5. GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1.25 TIMES THE DESIGN fm BUT NOT LESS THAN 2000 PSI. SEE UNIT STRENGTH METHOD TABLE BELOW. A.6. ALL GROUT MIX DESIGNS TO UTILIZE A FLUIDIFIER ADMIXTURE, INTRUSION AID BY SPECRETE-IP OR APPROVED EQUAL. DOSAGE TO BE PER MANUFACTURERS RECOMMENDATION. A.7. COMPLIANCE WITH fm SHALL UTILIZE EITHER THE "UNIT STRENGTH METHOD" OR THE "PRISM TESTING METHOD" FROM THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. A.8. FOR THE UNIT STRENGTH METHOD: DESIGN fm NACS GROUT STRENGTH 1500 PSI 1900 PSI 2000 PSI A.9, ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 2108 OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. A.10. REINFORCING FOR MASONRY TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS AS NOTED IN DRAWINGS: A.10,a, VERTICAL: REINFORCING PER DRAWINGS PLUS (2) #5 FULL HEIGHT EACH SIDE OF OPENINGS, UNLESS OTHERWISE NOTED. A.10.b. HORIZONTAL (2) #4 AT 48 INCHES ON CENTER FOR RUNNING BOND, (2) #4 AT 24 INCHES ON CENTER FOR STACK BOND, PLUS (2) #4 AT TOP OF WALL AND AT EACH INTERMEDIATE FLOOR LEVEL. LOCATE FIRST BOND BEAM AT GROUND FLOOR LEVEL. A. to.c. LINTELS: (EXTEND LINTEL BARS PAST OPENING 32 INCHES MINIMUM) LESS THAN 4 FEET WIDE (2) #4 IN BOTTOM OF 8 INCH DEEP LINTEL. 4 FEET TO 6 FEET WIDE. (2) #41N BOTTOM OF 16 INCH DEEP LINTEL. A.10.d. CORNERS AND INTERSECTIONS: (1) #5 CORNER BAR x 24 INCHES x 24 INCHES AT EACH BOND BEAM FOR 8 INCH WALLS. (2) #4 CORNER BARS x 24 INCHES x 24 INCHES AT EACH BOND BEAM FOR 10 INCH OR 12 INCH WALLS. A.10.e. SPLICES IN VERTICAL WALL REINFORCING SHALL BE LAPPED 62 BAR DIAMETERS. WHERE NOT MORE THAN (1) BAR IS REQUIRED IN EACH CELL, A 52 BAR DIAMETER LAP MAY BE USED. A.10.f. HORIZONTAL BOND BEAM REINFORCING SHALL BE LAPPED 52 BAR DIAMETERS. A.11. ELECTRICAL BOXES, CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT CONTAINS REINFORCING. A.12. SEE DRAWINGS FOR ADDITIONAL REINFORCING. A.13. FOR GROUT LIFT HEIGHTS EXCEEDING 4'-0", PROVIDE BAR POSITIONERS FOR ALL VERTICAL WALL REINFORCING. A.14. SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY CONSTRUCTION. SEE DRAWINGS FOR ADDITIONAL INFORMATION, DIVISION 5 - METAL A. 8. GENERAL A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC STANDARDS. MATERIALS B.1. ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED. B.2. ALL STEEL PLATE, ANGLES, CHANNELS, ETC. TO BE ASTM A36 TYPICAL UNLESS OTHERWISE NOTED. B.3. STEEL PIPE ASTM A53 GRADE B (Fy = 35 KSI), TYPE E OR S, OR ASTM A501 (Fy = 36 KSI). B.4. STRUCTURAL TUBING TO BE ASTM A500 GRADE B (Fy = 46 KSI RECTANGULAR, Fy = 42 KSI ROUND). B,5, UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. B.6. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD, B.7. ANCHOR RODS TO BE ASTM F1554, GRADE 36 UNLESS OTHERWISE NOTED. B.8. LAG BOLTS IN WOOD TO BE SAE J429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSI/ASME B.18.2.1. B.9. LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM A1003 ST5OH WITH (Fy = 50 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE FORMED FROM ASTM A1003 ST33H WITH (Fy = 33 KSI). DETAIL AND FABRICATE LIGHT GAUGE STEEL PER AISI STANDARDS. B.10. HEADED STEEL STUD CONNECTORS: 6.10.a. SHALL BE NELSON GRANULAR FLUX -FILLED HEADED STUDS OR PRIOR APPROVED EQUAL AND BE MADE FROM C-1015 COLD ROLLED CARBON STEEL AND SHALL CONFORM TO ASTM A108, GRADES 1015-1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI. B.10.b. STUDS TO BE AUTOMATICALLY END WELDED WITH A STUD WELDING GUN. ALTERNATE WELDING PROCEDURES MAY BE USED ONLY WITH PRIOR WRITTEN APPROVAL FROM THE ENGINEER. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1. C. POST -INSTALLED ANCHOR BOLTS: C.1. C,2. UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS, POST -INSTALLED ANCHORS MAY USE ONE OF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE AND BASE MATERIAL. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF THE ENGINEER. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. C.3. NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TIMES VARY BY PRODUCT. CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS. C.4. PROVIDE MINIMUM EMBEDMENT AND SPACING UNLESS NOTED OTHERWISE IN DRAWINGS. C.5. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE IN DRAWINGS. C.6. ADHESIVE ANCHORS: BASE MATERIAL PRODUCT REPORT# CONCRETE SIMPSON SET-XP EPDXY ADHESIVE ANCHOR ICC ESR-2508 CONCRETE SIMPSON AT-XP ADHESIVE ANCHOR IAPM0 ER-263 CONCRETE HILTI HIT-HY-100 ADHESIVE ANCHOR ICC ESR-3829 CONCRETE HILTI HIT-HY 200 ADHESIVE ANCHOR ICC ESR-3187 MASONRY SIMPSON SET-XP EPDXY ADHESIVE ANCHOR IAPM0 ER-265 MASONRY SIMPSON AT-XP ADHESIVE ANCHOR IAPM0 ER-281 MASONRY HILTI HIT-HY 70 ADHESIVE ANCHOR ICC ESR-2682 C.7. EXPANSION ANCHORS'. BASE MATERIAL CONCRETE CONCRETE MASONRY MASONRY C.8. SCREW ANCHORS BASE MATERIAL CONCRETE CONCRETE MASONRY MASONRY D. WELDING D.1. PRODUCT SIMPSON STRONG -BOLT 2 WEDGE ANCHOR HILTI KWIK BOLT TZ ANCHOR SIMPSON WEDGE -ALL ANCHOR HILTI KWIK BOLT 3 ANCHOR PRODUCT SIMPSON TITEN HD SCREW ANCHOR HILTI KWIK HUS-EZ SCREW ANCHOR SIMPSON TITEN HD SCREW ANCHOR HILTI KWIK HUS-EZ SCREW ANCHOR REPORT# ICC ESR-3037 ICC ESR-1917 ICC ESR-1396 ICC ESR-1385 REPORT# ICC ESR-2713 ICC ESR-3027 ICC ESR-1056 ICC ESR-3056 ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION THEY ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE FIELD WELDS TO AID ERECTION. DIVISION 6 - WOOD A. ROUGH CARPENTRY A.1. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS: JOISTS. BEAMS & STRINGERS: DOUGLAS FIR #2 6 INCH NOMINAL AND GREATER' DOUGLAS FIR #1 BUCKS, BLOCKING, BRIDGING AND MISCELLANEOUS: DOUGLAS FIR OR HEM FIR #3 STRIPPING: DOUGLAS FIR #3 2x4 STUDS: DOUGLAS FIR STUDS 2x6 STUDS: DOUGLAS FIR #2 SILLS, LEDGERS, STRIPPING, ETC. IN CONTACT PRESSURE TREATED HEM FIR #2 WITH CONCRETE, AND WOOD CURBS' PLATES AND HEADERS: KILN DRIED DOUGLAS FIR #2 POSTS, COLUMNS (SAWN). DOUGLAS FIR#1 ROOF, FLOOR AND WALL SHEATHING. APA RATED SHEATHING, EXPOSURE 1, CONFORMING TO APA PERFORMANCE STANDARD PS 1-95 AND EXCERPT NER-108. SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING AND/OR SPAN RATING. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLESS OTHERWISE NOTED. USE SPACERS TO PROVIDE 1/8 INCH END AND EDGE JOINTS (1/4 INCH FOR JUMBO PANELS) WHENEVER SHEATHING IS EXPOSED TO WET WEATHER. FILL ANY JOINT SPACING OVER 3/8 INCH UNLESS OTHERWISE APPROVED BY ENGINEER. INSTALL 2x4 OR THICKER BLOCKING AT UNSUPPORTED JOINTS IN WALL SHEATHING. BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON DRAWINGS. TIMBERSTRAND (LSL). -ALL LSL SHALL BE MANUFACTURED BY TRUSJOIST. STUDS (2x4 AND 2x6): -Fb = 1700 PSI, E = 1,300,000 PSI, Fall = 1835 PSI, Fv = 425 PSI STUDS (2<8): -Fb = 2250 PSI, E = 1,500,000 PSI, Fcll = 2150 PSI, Fv = 505 PSI COLUMNS/RIM/HEADERS < 9 1/2" DEEP. -Fb = 1700 PSI, E = 1,300,000 PSI, Fcll = 1835 PSI, Fv = 310 PSI BEAMS/HEADERS 9 1/2" AND DEEPER -Fb = 2325 PSI, E = 1,550,000 PSI, Fv = 310 PSI A.2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL -MOUNTED ITEMS INCLUDING CABINETS, DOORSTOPS, ETC. A.3. CONNECTORS. A 3.a, TIE STRAPS, FRAMING ANCHORS, HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES, ETC., TO BE SIMPSON AS DETAILED, OR AS APPROVED. A.3.b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN. A.3_c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH 'U' TYPE HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS. A.3.d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE "COMMON" NAILS UNLESS OTHERWISE NOTED. ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9.1, NAILING SCHEDULE. OBTAIN ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS. A3.e. NAILS AT ROOF AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. CHECK AND RESINK IF NEEDED, IMMEDIATELY BEFORE ROOFING. A.3 f. BOLTS - SEE DIVISION 5, METAL. A.3.g. CORROSION PROTECTION: A.3.g.a. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS WITH SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER OR HANGER MANUFACTURER (USE MOST CONSERVATIVE) FOR SPECIFIC WOOD TREATMENTS USED. A.3.g.b. MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 185 (SIMPSON ZMAX) OR ASTM A123. A.3.g.c. FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT -DIP GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER. A.3.g.d. HOT -DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM A153, STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316. A.3.g.e. HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE (E.G. HOT -DIP GALVANIZED NAILS WITH HOT -DIP GALVANIZED HANGERS). A.4. DELIVERY AND STORAGE ALL LUMBER AND SHEATHING DELIVERED TO THE SITE, SHALL BE STACKED OR STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. A.5. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE DRILLED IN THE CENTER 1/3 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED 8Y ENGINEER. A.6. STUDS MAY BE NOTCHED IN THE LOWER I/O OF THE HEIGHT OF THE STUD FOR ELECTRIC AND PLUMBING PIPES, BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE WIDTH OF THE STUD. HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY BE DRILLED IN THE STUD. CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM CONCRETE. COMMENTS. DUR: INSP. AGENCY: POST -INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN CONCRETE, PLACED DOWNWARDLY INCLINED PER ICC EVALUATION REPORT SEE NOTE 6, ITEM A P TESTING LAB POST -INSTALLED EXPANSIONNVEDGE ANCHORS IN CONCRETE PER ICC EVALUATION REPORT SEE NOTE 6, ITEM A P TESTING LAB STRUCTURAL MASONRY: VERIFY USE OF ENGINEER APPROVED SUBMITTAL SHOWING COMPLIANCE OF (fm) PRIOR TO CONSTRUCTION UNIT STRENGTH OR PRISM TEST METHOD P TESTING LAB PRISM PREPARATION AND TEST SPECIMENS SEE NOTE 6, ITEM 8 C TESTING LAB PREPARATIONS OF SITE -PREPARED MORTAR AND MORTAR JOINT CONSTRUCTION P TESTING LAB PLACEMENT OF MASONRY UNITS AND STRUCTURAL ELEMENTS P TESTING LAB PLACEMENT OF REINFORCING STEEL SEE NOTE 6, ITEM B P TESTING LAB GROUTING PROCESS AND GROUT SPACE PRIOR TO/AND DURING GROUTING OPERATIONS C TESTING LAB INSTALLATION AND GROUT PLACEMENT FOR CAST ANCHOR BOLTS AND EMBEDMENT PLATES C TESTING LAB POST -INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN MASONRY PER ICC EVALUATION REPORT SEE NOTE 6, ITEM A P TESTING LAB POST -INSTALLED EXPANSIONNVEDGE ANCHORS IN MASONRY PER ICC EVALUATION REPORT SEE NOTE 6, ITEM A P TESTING LAB POST -INSTALLED SCREW ANCHORS IN MASONRY PER ICC EVALUATION REPORT SEE NOTE 6, ITEM A P TESTING LAB ACCESS FLOORS. ANCHORAGE- SEE CONCRETE ABOVE. P TESTING LAB SPECIAL INSPECTION PROGRAM NOTES: 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. 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 IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: ENGINEER: VLMK ENGINEERING + DESIGN GEOTECHNICAL N/A TESTING LAB: TO BE DETERMINED TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER I.B.C. SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE I.B.C.. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. PRIOR TO THE BEGINNING OF CONSTRUCTION. THE ARCHITECT (OR ENGINEER) SHALL CALL A PRE -CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR, AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS MEETING. 4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY THE LOCAL JURISDICTION. 8. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN. IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR, AND (OTHER DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE -CONSTRUCTION MEETING. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE, 5. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH INSPECTION. B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY THE I.B.C.: A. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE INSPECTED AS FOLLOWS: 1) PROVIDE 'CONTINUOUS' OR 'PERIODIC' INSPECTION AS INDICATED IN THE SPECIAL INSPECTION TABLE (THIS SHEET). INSPECTIONS ARE TO BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRODUCT EVALUATION REPORT AND INSTALLATION INSTRUCTIONS. 2) A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE MAINTAINED ON THE JOB SITE. ICC EVALUATION REPORTS ARE AVAILABLE ONLINE AT W AW..ICC-ES.ORG, AND IAPM0 EVALUATIONS REPORTS ARE AVAILABLE AT WVWV. IAPMOES.ORG. 3) WHERE PERIODIC INSPECTION IS ALLOWED. • THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY MATERIALS AND PROCEDURES AS REQUIRED BY THE EVALUATION REPORT. • SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL ARE PERMITTED TO BE PERIODICALLY INSPECTED. • A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL PERFORMING THE ANCHOR INSTALLATION OR CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED. • FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD, THE SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION. IF DISCREPANCIES ARE NOTED, CONTINUOUS INSPECTION SHOULD BE PROVIDED FOR ALL SUBSEQUENT ANCHORS. 4) ADHESIVE ANCHORS IN CONCRETE SHALL ADDITIONALLY CONFORM TO THE FOLLOWING: • CONCRETE IS TO HAVE A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION. • CONTINUOUS INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION. INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (MI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-11, SECTION D.9.2.2. (NOT REQUIRED IN OREGON). • ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO UTILIZE A PISTON PLUG OR RETAINING CAP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. MASONRY INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS' 1) PREPARE AND TEST MASONRY PRISMS FOR EACH 5,000 SQUARE FEET OF WALL DURING CONSTRUCTION IN ACCORDANCE WITH ASTM C1314 AS FOLLOWS: • SOLID GROUTED WALLS. (3) GROUTED PRISMS. • PARTIALLY GROUTED WALLS: (3) GROUTED PRISMS AND (3) UNGROUTED PRISMS. 2) PREPARE AND TEST (3) GROUTED PRISMS FOR EACH 5,000 SQUARE FEET OF WALL DURING CONSTRUCTION IN ACCORDANCE WITH ASTM C1019. 3) GROUT LIFT HEIGHT SHOULD NOT EXCEED 5'-4" UNLESS THE FOLLOWING CONDITIONS ARE MET: • CONTRACTOR HAS OBTAINED APPROVAL FROM THE LOCAL BUILDING OFFICIAL. • COMPLY WITH TMS602 SPECIFICATION FOR MASONRY STRUCTURES, ARTICLE 3.5D. • PROVIDE INSPECTION OF REBAR PLACEMENT AT EACH BOND BEAM COURSE, AND USE BAR POSITIONERS AT 4'-0" O.C. MAXIMUM, • PROVIDE CLEANOUTS AT THE BOTTOM OF EACH VERTICALLY REINFORCED CELL. • GROUT LIFT HEIGHT SHALL NOT EXCEED 9'-4". DEFERRED STRUCTURAL SUBMITTAL (BIDDER DESIGN) ACCESS FLOOR , SEE ARCH. NOT BY VLMK. DEFERRED SUBMITTAL NOTES: 1. BIDDER DESIGN ITEMS (DEFERRED SUBMITTALS) SHALL BE DESIGNED BY, AND BEAR THE STAMP OF AN ENGINEER (PRODUCT ENGINEER) REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 2. THE SUBMITTAL SHALL CERTIFY THAT THE DRAWINGS HAVE NOT DEVIATED FROM THE VLMK DESIGN IN ANY WAY, OR SHALL CALL TO THE ATTENTION OF VLMK ANY DEVIATIONS THAT HAVE BEEN MADE. DEVIATIONS MADE SOLELY FOR CONVENIENCE OR WITHOUT GOOD RATIONALE MAY BE CAUSE FOR REJECTING THE SUBMITTAL, 3 THE PRODUCT ENGINEER SHALL NOT RELY ON A THIRD PARTY FOR INTERPRETATION OF VLMK'S DOCUMENTS AND DESIGN REQUIREMENTS. THE DEFERRED SUBMITTAL SHALL BE ACCOMPANIED BY A LETTER FROM THE PRODUCT ENGINEER INDICATING THAT THEY HAVE RECEIVED A COPY OF THE DESIGN DRAWINGS AND SPECIFICATIONS AND HAVE REVIEWED THEIR DESIGN FOR COMPLIANCE WITH THE DESIGN DOCUMENTS. CONTACT INFORMATION FOR THE PRODUCT ENGINEER SHALL BE PROVIDED WITH THE SUBMITTAL. FAILURE TO PROVIDE THIS INFORMATION MAY BE CAUSE FOR REJECTING THE SUBMITTAL. 4. SUBMITTAL DOCUMENTS SHALL BE REVIEWED BY THE CONTRACTOR AND SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD FOR REVIEW. AFTER REVIEW, AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE REVIEWED SUBMITTAL TO THE BUILDING DEPARTMENT FOR DEFERRED PERMIT APPLICATION. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 • J VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vImk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 J V\X/ a) f� LJ 0) D) CD N CC LLJ 0 J 0 s W u W W CO In Q cD (30 ''^^ VJ 03 c~o 4 'r VJ < L _J N i J I ISSUES & REVISIONS No. Date Description 1 06/03/19 ISSUE FOR PERMIT 7... C E'.:= CVO DS TUK WIL A SEP 2 6 2019 `. J SHEET TITLE STRUCTURAL NOTES AND SPECIAL INSPECTIONS / DRAWN: KRS REVIEWED: JCS PROJECT NO.: 20190072 SHEET NO. S0.0 J PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. J ANCHOR UNIT TO SLAB WITH 3/4" DIA - x 3 3/4" EMBED STAINLESS STEEL WEDGE ANCHOR IN EXISTING MOUNTING HOLES, MIN (4) PER SPLIT ANCHOR UNIT TO SLAB WITH 3/4" DIA x 3 3/4" EMBED STAINLESS STEEL WEDGE ANCHOR IN EXISTING MOUNTING HOLES, MIN (6) PER SPLIT ANCHOR CONDENSER TO SLAB WITH 3/8" DIA x 2 1/2"� EMBED STAINLESS STEEL CONCRETE WEDGE ANCHOR EACH LEG, TYPICAL 6 (i) 6" CONCRETE SLAB WITH #5 AT 24" O.C. TRANSVERSE BARS AND AT 12" O.C. LONGITUDINAL BARS OVER 6" : COMPACTED CRUSHED ROCK BASE - TYPICAL FOR EQUIPMENT PADS, SLOPE 0.5%MIN, VERIFY WITH CIVIL GRADING PLAN TYP INFILL OPENINGS PER /;,,, TYPICAL NOTE: SEE DETAIL (5/S3.0) FOR EQUIPMENT ANCHORAGE REQUIREMENTS. o a� INFILL DOCK LEVELERS PER, TYPICAL ANCHOR TRANSFORMER TO SLAB WITH MIN (4) 5/8" DIA x 3 1/2" EMBED STAINLESS STEEL SIMPSON 'STRONG -BOLT 2' WEDGE ANCHOR, VERIFY MOUNTING HOLES OR PROVIDE ANGLE BRACKET EACH CORNER, TYPICAL FOUNDATION/EQUIPMENT LAYOUT PLAN GENERAL NOTES: 1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN 2.) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES. 1 /8" = 1' 0" NEW OPENING IN PREVIOUSLY INFILLED SECTION AS NECESSARY, 1 ADDITIONAL REINFORCING NOT REQUIRED (MAX OPENING SIZE OF 36" x 24") AREA OF WORK KEY PLAN OOKEYPLAN.dwg 1" = 50` 0" M19-0137 Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 1 N a_ CC W 0 J J CD a w w w ISSUES & REVISIONS 1 No. Date Description 1 06/03/19 ISSUE FOR PERMIT CAT O F1):<.i r:i-,, SEP 2 6 2019 J l SHEET TITLE FOUNDATION AND EQUIPMENT PLAN DRAWN: KRS REVIEWED: JCS PROJECT NO.: 20190072 SHEET NO. S 1.0 1 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 0 0 0 0 5/28/2019 11' 12 AM 9 10 GLU-LAM BEAM HINGE AS OCCURS NOTE: VERIFY UNIT ORIENTATION AND THIRD SUPPORT LOCATION WITH 4x4 LSL 1.7E, TYPICAL (N) C10 X 15.3 (N) C10 X 15.3 FUTURE 3-FAN FUTURE ERP UNIT, CONDENSER, TYPICAL TYPICAL W = 1556 LBS. W. 340 LBS. FUTURE 3-FAN FUTURE ERP UNIT. - CONDENSER, TYPICAL TYPICAL W=1556 LBS. W=340LBS . (N) C10 X 15.3 N)C1OX (N) C10 X 15.3 N) C10X (N) C10 X 15.3 (N) C10 X 15.3 N)C1OX 16.3 (N) C10 X 15.3 EXISTING 2x4 SUBPURLINS AT 24" O.C., SEE NOTE 6, TYPICAL THROUGHOUT (N) C10 X 15.3 (N) C10 X 15.3 N) C10X (N) C10 X 15.3 (N)C1OX-1 3 NOTE: VERIFY UNIT ORIENTATION AND THIRD SUPPORT LOCATION WITH _.. 4x4 LSL 1.7E, TYPICAL (N) C10 X 15.3 I (N) C1O X 15.3 N) C10 X (N) C10 X 15.3 NEW C10 X 15.3 SECURED NEW ERP UNIT, TO SIDE OF EXISTING 4 X 14 TYPICAL PURLIN, TYP. AT UNITS W = 340 LBS. SEE DETAIL /\ (N) C10 X 15.3 (N) C10 X 15.3 IN) C10 X N) C10 X NEW 3-FAN CONDENSER, TYPICAL W = 1556 LBS. (N) C10 X 15,3 N)C10X .3 N)C10X 'R (N) C10 X 15.3 NEW ERP UNIT, TYPICAL W = 340 LBS. NEW 3-FAN CO . ENSER, TYPICAL W = 1556 LBS. (N C10 X 15-3 N)C:OX `. N)C10X ..3 N)C10 53 01a m N)C10X .3 -- N)0/0X (N) C10 X 15.3 (N) C10 X 15.3 (N)-C10-X i ROOF FRAMING/EQUIPMENT LAYOUT PLAN LEGEND: f7 I\/1 11 L-1 INDICATES NEW CONDENSER UNIT INDICATES FUTURE CONDENSER UNIT (E) - INDICATES EXISTING ELEMENT (N) - INDICATES NEW ELEMENT 1/8" = 1'-0" GENERAL NOTES: 1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. 2.) REMOVE EXISTING SKYLIGHTS AS NECESSARY. INFILL HOLES WITH 2 X 6 SUB-PURLINS AND SIMPSON 'LUS26' FACE MOUNT HANGERS. SHEATH WITH 1/2" APA RATED SHEATHING AND NAIL WITH 10d AT ALL PANEL EDGES AND 12" O.C. IN FIELD. 3.) EXISTING FRAMING DETERMINED FROM EXISTING "AS -BUILT" DRAWINGS FROM 1990. 4.) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES. 5.) SEE DETAIL 7/S3.0 FOR CABLE TRAY SUPPORT STANCHION. SEE ARCH. DWG. FOR LOAD AND EXTENT. 6.) REVIEW EXISTING 2x4 SUB-PURLINS FOR DAMAGE, EXCESSIVE DEFLECTION, OR A SLIPPED END HANGER. REPLACE AS NECESSARY WITH 2x6 AND SIMPSON 'LUS26' HANGER EACH END. 6.) NOTE ALL WATERPROOFING OF ROOF CONNECTIONS BY OTHERS AREA OF WORK Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vImk.com VLMK J TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX' (206) 883-9301 � X N W c-- ) 0_ LU 0 o C) cgi CD MO I- 3 Lu co U 0 0 VJ CO vJ ocn '=^a Lu MN ISSUES & REVISIONS 1 ROOF FRAMING/EQUIPMENT LAYOUT PLAN LEGEND: f7 I\/1 11 L-1 INDICATES NEW CONDENSER UNIT INDICATES FUTURE CONDENSER UNIT (E) - INDICATES EXISTING ELEMENT (N) - INDICATES NEW ELEMENT 1/8" = 1'-0" GENERAL NOTES: 1.) CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER IF EXISTING CONDITIONS ARE OTHER THAN SHOWN. 2.) REMOVE EXISTING SKYLIGHTS AS NECESSARY. INFILL HOLES WITH 2 X 6 SUB-PURLINS AND SIMPSON 'LUS26' FACE MOUNT HANGERS. SHEATH WITH 1/2" APA RATED SHEATHING AND NAIL WITH 10d AT ALL PANEL EDGES AND 12" O.C. IN FIELD. 3.) EXISTING FRAMING DETERMINED FROM EXISTING "AS -BUILT" DRAWINGS FROM 1990. 4.) CONTRACTOR TO VERIFY UNIT LAYOUT. NOTIFY ENGINEER OF ANY CHANGES. 5.) SEE DETAIL 7/S3.0 FOR CABLE TRAY SUPPORT STANCHION. SEE ARCH. DWG. FOR LOAD AND EXTENT. 6.) REVIEW EXISTING 2x4 SUB-PURLINS FOR DAMAGE, EXCESSIVE DEFLECTION, OR A SLIPPED END HANGER. REPLACE AS NECESSARY WITH 2x6 AND SIMPSON 'LUS26' HANGER EACH END. 6.) NOTE ALL WATERPROOFING OF ROOF CONNECTIONS BY OTHERS AREA OF WORK Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vImk.com VLMK J TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX' (206) 883-9301 � X N W c-- ) 0_ LU 0 o C) cgi CD MO I- 3 Lu co U 0 0 VJ CO vJ ocn '=^a Lu MN ISSUES & REVISIONS 1 No. Date Description 1 06/03/19 ISSUE FOR PERMIT C7rY �-�r Tt:'(Y:c_„ SEP 2 6 2019 .l .EIL T E E E1 SHEET TITLE ROOF FRAMING AND EQUIPMENT PLAN DRAWN: KRS REVIEWED: JCS PROJECT NO.: 20190072 SHEET NO. S2.0 PROPRIETARY: NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. J i 0 N O EXISTING 2 X 4 SUB-PURLINS AT 2'-0" O.C. EXISTING PURLIN PER PLAN EXISTING BEAM PER PLAN L4 X 4 X 1/4 BUCKET SECURED TO EXISTING BEAM WITH (12) 1/4" DIA. X 3" SIMPSON 'SDS' SCREWS SECURE NEW CHANNEL TO SIDE OF EXISTING PURLIN WITH 1/4" DIA. X 3" SIMPSON 'SDS' SCREWS AT 12" O.C., ON 6" STAGGER. OSECTION CONDENSER SUPPORT DETAIL S10-01.dwg 5/8" DIA. X 3 1/4" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, (4) PER SPLIT MIN A SWITCHBOARD ANCHORAGE OPDU ANCHORAGE CONDENSING UNIT BY OTHERS SECURE EACH LEG OF UNIT TO SLEEPER WITH 1/2" DIA. X 4" LAG BOLT NEW SUPPORT FRAMING PER PLAN. SECURE WITH SIMPSON 'LUS44' HANGER, TYPICAL EXISTING 4 X 14 AT 8'-0" O.C. TYPICAL (6) 1/2" DIA. X 3" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES 3" MIN OATS UNIT ANCHORAGE MIN. 5/8" DIA. X 3 1/4" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, MIN. (8) TOTAL ANCHORAGE DETAILS FLOOR STAND BY EQUIPMENT MANUFACTURER SUPPORT LEG OF NEW CONDENSER EXISTING 2 X 4 AT 2'-0" O.C. UNIT WIDTH + 6" OSLEEPER SLEEPER DETAIL (4) 1/2" DIA. 3" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES 3" MIN OBATTERY CABINET ANCHORAGE MIN 1/2" DIA. BOLTS IN EXISTING HOLES. MIN. (6) TOTAL MIN 1/2" DIA. X 3" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES EACH LEG, MIN. (8) TOTAL © CRAG ANCHORAGE (ON FLOOR STAND) 1/4" DIA. X 8" SIMPSON SDS SCREW - SEE CONNECTION LAYOUT BELOW WATERPROOF UNIT ANCHORAGE THROUGH CAP FLASHING BY OTHERS NEW SHEET METAL CAP FLASHING BY OTHERS NEW CANT AND ROOFING. PATCH AS REQ'D. BY OTHERS NEW 6 X 6 X REQ'D. P.T. SLEEPER NEW OR EXISTING FRAMING. VERIFY UNIT ALIGNMENT TO ALLOW PLACEMENT BETWEEN EXISTING 2 X 4 SUB-PURLINS AS NECESSARY AT 4 X 4 SUPPORT HEADER LOCATIONS S10-02.dwg MIN 5/8" DIA. X 3 1/4" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, MIN, (4) TOTAL 3" MIN 'N' SECURE UNIT TO SLEEPERS WITH O PLAN (4) 1 1/2" X 12 GA. X 2" LONG CLIP ANGLES WITH (2) #9 X 1 1/2" SCREWS EACH LEG. NOTE: VERIFY COMPATIBILITY OF CONNECTION WITH EQUIPMENT #9X11/2 CABINET INTERNALS. ��[j��PER PLAN F1`�CONDENSING UNIT W SECURE SLEEPER WITH (4) SIMPSON 'A34' FRAMING PLATES SECURED W x ITH SIMPSON �FR1'c we r SCREWS" SI EXISTING 2 X 4 SUB-PURLIN AT 2'-0" O.C. EXISTING PURLIN PER PLAN NEW 4 X 4 LSL BELOW WITH SIMPSON 'LUS4X4' FACE MOUNT HANGERS PER PLAN CONDENSER SUPPORT DETAIL (7) MOUNTING ANGLES BY EQUIPMENT MANUFACTURER OCRAC ANCHORAGE (IN UPS ROOM) O UPS MODULE ANCHORAGE MINIMUM 1/2" DIAMETER x 3" EMBED CONCRETE SCREW ANCHOR IN EXISTING HOLE AT EACH CORNER OSMALL TRANSFORMER ANCHORAGE BOLT (2) UNITS TOGETHER WITH 3/8" DIAMETER BOLTS IN EXISTING HOLES 1/2" DIA. X 3" EMBED CONCRETE SCREW ANCHORS IN EXISTING HOLES, (15) TOTAL MOUNTING BRACKET WITH (8) HOLES, BY EQUIPMENT MANUFACTURER ORPP UNIT ANCHORAGE NEW 6" CONCRETE SLAB WITH #5 AT 24" 0 C EACH WAY, EPDXY DOWEL MIN 4" INTO EXISTING SLAB NEW 6" CONCRETE WALL WITH#5 BARS AT 18" O.C. EACH WAY, EPDXY DOWEL MIN 4" INTO EXISTING WALL AND SLAB ALL SIDES S10-04.dwg TYPICAL KEYNOTES O #3 AT 48"0.C. EACH WAY, MINIMUM 4" EPDXY EMBED DOWEL TO (EXISTING) SLAB 31/2" HOUSEKEEPING PAD WITH #3 AT 24" QC. EACH WAY AT TOP © (EXISTING) CONCRETE SLAB NOTE. USE STAINLESS STEEL ANCHORS FOR ALL EXTERIOR EQUIPMENT. 3/8" DIA x 1 5/8" EMBED CONCRETE SCREW ANCHOR IN EXISTING HOLE AT EACH CORNER EXISTING CONCRETE SLAB/ DOCK LEVELER EXISTING CONCRETE TILT WALL EXISTING EXTERIOR SLAB OR ASPHALT DET-EQUIP.dwg 1/2"= 1'-0" EXISTING CONCRETE SLAB -\ • SS COMPACTED CRUSHED ROCK DOCK LEVELER INFILL DETAIL 1,.=1'-0. 1" = 1'-0, LEG OF CONDENSING UNIT, BEYOND 3/8" DIA x MIN 3" EMBED LAG SCREW WITH PLATE WASHER AT EACH SLEEPER WATERPROOF UNIT ANCHORAGE THROUGH CAP FLASHING BY OTHERS SLEEPER PER DETAIL (2/S3.0), TYPICAL NEW CANT/CRICKET AND ROOFING BY OTHERS, TYPICAL ERP SUPPORT DETAIL GENERATOR ASSEMBLY BY OTHERS SECURE GENERATOR ASSEMBLY WITH MIN (14) 5/8" DIA. X 3 1/2" EMBED STAINLESS STEEL SIMPSON 'STRONG -BOLT 2' WEDGE ANCHORS IN BOLT PATTERN EXISTING ON TANK FRAME. VARIES 6=i o$ SLAB AND REINFORCING PER PLAN GENERATOR ANCHORAGE DETAIL S10-05.dwg EXISTING CONCRETE TILT -UP PANEL m CMUWALLINFILL m ®i TYPICAL 1437 El I I ■ II !■■11■ EIHI1 �1.1 !■M11ii MIZ ■■11i !■1■4111!! 1 ■ mini I PROVIDE (2) #5 BARS AT EACH SIDE OF OPENINGS, EXTEND BARS 32" PAST EDGE OF OPENING, TYPICAL CMU INFILL AT OH DOORS CMU-INFILL.dwg 3/16"=1'-0" s SUPPORT FRAMING PER PLAN OSECTION (4) 3/8" DIA. THREADED ROD TYPICAL ERP UNIT BY OTHERS 3/8" DIA BOLT WITH CHANNEL NUT AT EACH MOUNTING HOLE, (8) TOTAL UNISTRUT 'P1001T' OR EQUIVALANT ACROSS CANTILEVERED STRUTS TO SUPPORT UNIT, 3/8" DIA BOLT TO CANTILEVERED STRUT EACH END UNISTRUT 'P1001T' OR EQUIVALANT EXTENDING FROM EXISTING SLEEPERS EACH SIDE OF UNIT CABLE TRAY NOTE: STANCHION SUPPORT BASED ON 25 PLF CABLE TRAY WEIGHT WITH STANCHION SUPPORT AT 8'-0" O.C. SEE ARCH. FOR EXTENT ERP.dwg (2) 5/8" DIA. THREADED ROD TYPICAL (2) 2" DIA. STD. STEEL PIPE TYPICAL "CHATSWORTH" TALL STAND PIPE. CABLE RUNWAY STANCHION RAISED COMPUTER ACCESS FLOOR BY OTHERS (4) 3/8" DIA. DROP -IN ANCHOR TYPICAL EXISTING CONCRETE FLOOR ELEVATION VIEW OF CABLE TRAY HOLD MORTAR BACK (/2" AND CAULK AROUND PERIMETER OF PANEL AND CMU NOTE' SEE ARCH. FOR EXTERIOR FINISH REQUIREMENTS EXISTING EXTERIOR ASPHALT PAVING CMU INFILL SECTION cable-tray.dwg EXISTING 6" THICK CONCRETE TILT -UP PANEL SET BLOCK FLUSH TO INTERIOR FACE NOTE. LAP BARS 18" AS NECESSARY FOR BAR SPLICES AS REQ'D. #4 AT 24" 0 C. IN GROUTED CELLS #4 IN BOND BEAM AT 48" O.C. EXISTING CONCRETE SLAB ON GRADE DOWEL VERT. & HORIZ. REINFORCING INTO EXISTING TILT -UP PANEL WITH 4" EMBEDMENT (SPECIAL INSP. REQ'D.) CMU-SECT.dwg Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 1• VENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com V MK J 1' • TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE: (206) 883-9300 FAX: (206) 883-9301 a) CD w D) In 01 a F- CD rrT VJ A co 0) J i ISSUES & REVISIONS No. Date Description 1 06/03/19 ISSUE FOR PERMIT CI1i'01 T),u:`,LP., SEP 2 6 2019 -, .,1I: L;L-..,.:P J SHEET TITLE HVAC SUPPORT DETAILS l DRAWN: KAN REVIEWED: JCS PROJECT NO.: 20160480 SHEET NO. S3.0 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. i 0 O 0 0 O ROOF PLAN KEYED NOTES ROOF PENETRATION HOOD. COORDINATE WITH MECHANICAL FOR CONDUIT ROUTING THRU HOOD. REFER TO SHEET E2.1 FOR CON11NUATION OF CIRCUIT. PROVIDE NEV( SERVICE RECEPTACLE AND INSTALL/SUPPORT IN A MANNER SIMILAR TO THE EXISTING SERVICE RECEPTACLES. CONDENSING UNIT PROVIDED WITH FACTORY MOUNTED DISCONNECT. PROVIDE DISCONNECT 30/2/NF/N3R. CON00700 I.CPAC210-32,34 ROOF OPENING ON LCPAD210-9 ROOF OPENING CON0080Q LCPAD210-32,34 ROOF PLAN GENERAL NOTES 1. REFER TO SHEET E0.1 FOR ALL SYMBOLS ON THIS SHEET. 2. REFER TO SHEETS E0.2 AND E0.3 FOR ELECTRICAL SPECIFICATIONS. 3. SEE ONE LINE DIAGRAM SHEET E1.1B AND FEEDER SCHEDULE E4.1 FOR FEEDER SIZES AND EQUIPMENT SIZES NOT INDICATED ON THIS PLAN. 4. SEE MECHANICAL PLANS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF HVAC EQUIPMENT. 5. ALL BRANCH CIRCUITS ON THIS PLAN UNLESS OTHERWISE NOTED ON E1.1B ELECTRICAL ONE-UNE DIAGRAM OR E4.1 FEEDER SCHEDULES SHALL BE (3) #10 IN 3/4" GRS TO ACCOUNT FOR DE -RATING DUE TO EXPOSED ROUTING ACROSS ROOF. 6. FIELD VERIFY EXACT LOCATION OF ALL MECHANICAL EQUIPMENT TERMINATIONS. 7. PROVIDE CONTROLS/MONITORING WIRING FOR MECHANICAL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH DETAILS AND MECHANICAL CONTRACTOR. 8. SUPPORT EXPOSED CONDUITS ON ROOF WITH DURABLOCK SUPPORTS SO BOTTOM OF CONDUITS ARE GREATER THAN 3-1/2" ABOVE THE ROOF SURFACE. ROOF OPENING Igi IS`," CON00613 I(ill,r;,flll) ROOF OPENING CON001 If((I •i'111 VIA CRA0010 caNp0123 CON00323' CON00213 VIA CRA00203'1 CON00623 CON00223 CON00813 ROOF OPENING if a CON00823 ROOF OPENING AD210-9 1— CON00413 GP NA CRA00403 CON00423 ELECTRICAL ROOF PLAN SCALE 1/8•-1'-O• AREA NOT IN CONTRACT COR Mitt.. 10400 Rodgers Road HOUSTON, TEXAS 77070 Ph, 281-374-8644 Fax: 281-374-8992 J Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vlmk.com 1 TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, WA 98101 PHONE' (206) 883-9300 FAX (206) 883-9301 L) O CD CS) a_ cc w. a M J J' F- a cD w U) 0' 0 w 0 w co 1 J ISSUES & REVISIONS No. Date r Description 1 06/03/19 ISSUE FOR PERMIT •CEI it --ate �-r 1 .-. _i C(Y OF T t;;CWiL.x, SEP 2 6 2019 P£ER;OIT ./ SHEET TITLE ELECTRICAL ROOF PLAN �No. DRAWN: S CT NO C1766.00 OPRI : NOT FOR DSCLOSURE OR USE WITHOUT THE WRITTEN CONSENT BURR COMPUTER ENVIRONMENTS, INC. E2.5 J