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2180 RUTHERFORD RD; ; CB161873; Permit
City of Carlsbad 06-20-2016 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit. No: CB161873 Building Inspection Request Line (760) 602-2725 Job Address: 2180 RUTHERFORD RD CBAD Permit Type: Tl Sub Type: INDUST Status: ISSUED Applied: 05/13/2016 Entered By: JMA Parcel No: 2120702500 Lot#: 0 Valuation: $54,020.00 Construction Type: NEW Occupancy Group: Reference# Plan Approved: 06/20/2016 Issued: 06/20/2016 Inspect Area Plan Check #: Project Title: CALLOWAY: 1,180 SF NEW SERVER ROOM IN EXISTING WAREHOUSE Applicant: PtS DCS 16 THORNTON RD OAKLAND NJ 07436-3116 949-547-3078 Building Permit Add'I Building Permit Fee Plan Check Add'I Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Cori. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $427.71 $0.00 $299.40 $0.00 $0.00 $15.13 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3.00 $0.00 Total Fees: $1,435.95 Total Payments To Date: Owner: CALLAWAY GOLF CO 2180 RUtHERFORD RD CARLSBAD CA 92008 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF (3.105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $1,435.95 Balance Due: FINAL APPROVAL $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $51.00 $575.40 $64.31 $0.00 $0.00 $0.00 $0.00 ?? ?? $1,435.95 $0.00 Date: , .. zt '/p Clearance: _____ _ I\OTICE: Rease ta<e I\OTICE thct ~ cf ,o..r ptject irdu:les the "lrri:n,ltiai'' cf fees, oodcatia,s, reservaticris, or cther exroions hereafter cdledively referred to as ''fees'excdlcns." Yoo hcr..e 00 dct;,s franthe date tlis p:mit INi3S issued to prctest irrµ:isitiai cf trese fees'exroions. If yoo p-ctest trern yoo rrust fdlo.vtheprctest ~ set forth in C:cMmrat Co:ie Sectia, ffi)2()(a), axlfilethe p-ctest axl a,ycther req:ired irfooratia, Vlith the OtyMragarfor inx;essi~ in axxxda7ce Vlith Calsl:a:f M.lidpa Qrle Sediai 3.32.030. Falt.re to tirrelyfdlo.vthct µ-ocedLre Viii! ba" a,y subsequent lega oction to attock, revie.v, set aside, veld, or anJ treir irrµ:isition. Yoo ere ra'el:Jy R.RTI-ERI\OllFIEDtt-at ,o..r rigtto prctest thesp:rifiedfees'exroionslXES NOT .APPL Yto vl0teraxl seN3f arnectia,fees and ~ly chrges, rn-plan~. zai~, girl~ or cther sirrilcl' cq::licatiai inx;essi~ or service fees in a:mediai Vlith tlis ptject. I'm CXES IT .APPLY to aiy fees'excdla,s cf widi hcr..e 'oosi been \ma I\OTICE sirrilcl' to tlis or as to widi the statute cf !irritations has · oosi ctherVlise 'red. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING 0BUILDING 0FIRE DHEALTH 0HAZMAT/APCD (°Cityof '-.. Plan Check No. rh t ft,. 1 0,3 Building Permit Application 1635Faraday Ave., Carlsbad, CA 92008 Est. Value ~e:,t./-0?2:J Ph: 760-602-2719 Fax: 760-602-8558 Carlsbad Plan Ck. Deposit r · email: building@carlsbadca.gov www.carlsbadca.gov Date ~ / I -; / I(, lswPPP JOB ADDRESS SUITE#/SPACU/UIIT# rN 2180 Rutherford Rd Carlsbad CA 92008 --- CT/PROJECT# rOT# rHASE# r OF UNITS r BEDROOMS #BATHROOMS llENANT BUSINESS NAME I CONSTR. iYPE I occ. GROUP Callaway Golf . . . DESCRIPTION OF WORK! Include Square Feet of Affected Alea(s) New data center construction 1,186 \~ e..~,~,-,~ LI~ EXISTING USE I PROPOSED USE 'GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE 1 AIR CONDITIONING rlRE SPRINKLERS war~house data center YEsO. No[.l YES(3No0 YES~NoO APPLICANT NAME PTS DCS -Garv Sacco PROPERlY OWNER NAME Primary Contact Callaway Golf-Ed Salinas ADDRESS ADDRESS 16 Thornton Rd 2180 Rutherford Rd CITY STATE ZIP CITY STATE ZIP Oakland NJ 07436 Carlsbad CA 92008 PHONE 'FAX PHONE rAX 949-547-3078 760-842-5181 760-930-8315 EMAIL EMAIL !lSaccot@otsdcs.com eds®callawav!lolf.com DESIGN PROFESSIONAL PTS Data Center Solutions CONTRACTOR BUS, NAME PTS Data Center Solutions ADDRESS 16 Thornton Rd ADDRESS 16 Thornton Rd CITY STATE ZIP CITY STATE ZIP Oakland NJ 07436 Oakland NJ 07436 PHONE 201-337-3833x102 (AX /'201-337-4722 PHONE 949-547-3078 rAX 201-760-842-5181 . EMAIL I EMAIL mpetrinot@otsdcs.com / Qsaccot@otsdcs.com I ISTATEUC;.# STATE UC.# ic~ icITYBUS. UC,# 1003524 1003524 1242610 (Sec. 7031.5 Business and Professions Code: ArrJ City or County which requires a permit to construct. alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement tfiat he is licensed pursuantto the proVisions of the Contractor's License Law !Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500}). . Workers' Compensation Dedaration: I hereby affirm under penalty of pe,jwy one of the following declarations: '. h,Jve and will maintain a certificate of co~t to self-Insure for workers' compensation as provided by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. •• I have and will mainlaln workers' ~OIi, as reQUired by Section 3700 Ii the Labor Code, for the~ of the work for which this oermit ls issued. My workers' compensation insurance carrier and policy . 'numberare:lnsuranceCo. V..)c '5 C.~ J:'""-$ PolicyNo.~\/\) <.'3 \ 65'1} 2... ExpiralionDate \1/l 2) /2.0\b ~ section need not be COJ11)1eted if the permit ls for one hundred dollam ($100) or less • . U Certificate of Exemption: I certify that in the performance of the work for which this pemlilis Issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNNG: Faiklre to secure workers' c~anntion coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dolars (&100,000), in addition to the cost of compensation, dam es as provided for in Section 3706 of the Labor code, interest and attorney's tees • .JiS CONTRACTORSIGNATIJRE 0AGENT DATE I hereby affirm that I am exempt from Contractor's · nse Law for the following reason: · D I, as owner of the property or my employees with wages as their sole compensation, wil do the WOik and the structure is not intended or offered for sale {Sec. 7044, Business and Professions Code: The Contractor's License Law does not appy to an owner ct property who builds or improws thereon, and who does such WOik himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the buikling or Improvement ls sokl within ooe year of completlon, the a«ner-bul'kler wil have the burden of pro'ling that he did not bwld or improve for the purpose of sale). D I, as owner of the property, am exclusiYely contra;ting with licensed contractors to ainstruct the prqect (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for sl,ICh projects with conlraetor(s) licensed pt.mJant to the Contractor's License Law). 0 I am exempt under Seclion ____ Business and Professms Codeforthisreasoo: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvemenL OY es 0No 2. I (have/ have not) signed an appli:aliJo for a buidilg permit for the proposed WOik. 3. I have contracted with the folowing person (!inn) to provide the proposed construction (l!ldude name address I phone / contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise·and pro'lide the major work (include name / address / phone I contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): ~ PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materifis registration form or. risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control disllict or air quality management district? Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? . Yes No IF ANY OF THE ANSWERS ARE YES, A ANAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 Q) Civil Code). Lender's Name Lender's Address I cerlifythatl have read lheappl"ication and state that the alx7.e inrormation isoonectand that1he lnfonnation on the plans ls accurate. I agree to comply with all Cttyon:Unances and State laws relating to building construction. I hereby autholizerepresentaweoflhe Cifyof Garlsbad IDenErupoo the abovementiooed prq>ertyfor inspeclion puqioses. I ALSO AGREE TO SAVE, INDEMIIIFY AND KEEP HARM.ESS lliE CITY OF CARLSBAD AGAINST ALL UABD.ITIES, JUDGM:NTS, COSTS AND EXPENSES WHICH PMY N mYWAY ACCRUE AGAINST SAIJ CITY IN CONSEQUENCE OF lliE GRANTING OF THIS PERMT. OSHA: An OSHA pemit is requi'ed for excavations over5'0' deep aid dendm occonslruction of structuresover3 stories in height EXPIRATION: Everypennitissued by 1he Bulling Ofooial underlhe provisionsofllis Code shaD expire by Imitation and becoolenul and void if 1he building orwork authorized by such pennitisnotcommenced Vvithin 180 days fi'om 1he date of such pennitorif lhe buidilg or work authaized by such pemitissuspended or abandoned atanylineafterthe work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code) • ...@S' APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY fCommercial Projects only 1 Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. l CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CfTY STATE ZIP Carlsbad CA PHONE I FAX EMAIL OCCUPANT'S BUS. UC. No. DELIVERY OPTIONS PICKUP: CONTACT (Listed above) OCCUPANT (Usted above) CONTRACTOR (On Pg.1) MAILTO: CONTACT (Listed above) OCCUPANT (Listed above) ASSOCIATED CB# CONTRACTOR (On Pg.1) NO CHANGE IN USE/ NO CONSTRUCTIO~ MAIL/ FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION ...@S' APPLICANT'S SIGNATURE DATE Inspection List Permit#: CB161873 Type: Tl . Date Inspection Item ------~- 08/29/2016 89 Final Combo 08/29/2016 89 Final Combo 08/26/2016 89 Final Combo 08/05/2016 21 Underground/Under Floor 07/14/2016 17 ln~erior Lath/Drywall ·07/12/2016 24 Rough/Topout 07/11/2016 15 Roof/Reroof 07/11/2016 84 Rough Combo 07/08/2016 84 Rou_gh Combo 06/24/2016 84 Rough Combo Tuesday,August30,2016 INDUST !nspector Act RI PB AP RI PB AP PB AP PB AP PB AP PB PA PB CA PB NR CALLOWAY: 1,180 SF NEW SERVER ROOM IN EXISTING WAREHOUSE Comments -------- AM PLEASE/ COF AM PLEASE/ SENDING CARD Page 1 of 1 POOR QUALITY ORIGINAL S «~"» ~ CITY Of CB161873 2180 RUTHERFORD RD CARLSBAD Building Division INSPECTION RECORD CALLOWAY: 1, 180 SF NEW SERVER ROOM IN EXISTING WAREHOUSE Tl INDUST 0 IN$PECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB Lot#: PTS DCS 0 CALL BEFORE. 3:30 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 RECORD COPY Required Prior to Requesting Building Final If Checked YES Planning/Landscape 760-944-8463 Allow 48 hours CM&I (Engineering Inspections) 760-438-3891 Call before2 pm )6 Fire Prevention ~ 760-602-4660 Allow 48 hours Type of Inspection Type of Inspection ' CODE# BUILDING Date Inspector CODE # ELECTRICAL Date Inspector #11 FOUNDATION #31 D ELECTRIC UNDERGROlll'!D DUFER #12 REINFORCED STEEL 'ft34 ROUGH ELECTRIC #66 MASONRY PRE GROUT #33 D ELECTRIC SERVICE D TEMPORARY DG~OUT D WALL DRAINS #35 PHOTO VOLTAIC #10 TILT PANELS #39 FINAL #11 POUR STRIPS #11 COLUMN FOOTINGS #14 SUBFRAME D FLOOR D CEILING " #15 ROOF SHEATHING #13 EXT,SHEAR PANELS #16 INSULATION #18 EXTERIOR LATH #17 INTER_IOR LATH & DRYWALL '#82 DRYWALL,EXTLATH, GAS TES (17,18,23) #51 POOL EXCA/STEEL/BOND/FENCE #83 ROOFSHEATIN.G, EXTSHEAR(13,15) #55 PREPLASTER/FINAL #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL #85 T-Bar (14,24,34,44) CODE# PLUMBING -Date FINAL OCCUPANCY (19,29,39,49) #22 D SEWER & BL/CO Cl PL/CO #21 UNDERGRQUNQ OWASTE D WTR #24 TOP OUT D WASTE DWTR A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 DGASTEST OGAS PIPING A/~ UNDE.RGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL · #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/SflNAL CODE# STORMWATER F/AROUGl:f-lN #600 PRE-CONSTRUCTION MEETING F/AFINAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICETO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAL/2 #609 NOTICE OFVIOLATION -Mff}ICA't GAS PRES~URETEST #610 VERBAL WARNING MEDICAi: GAS FINAL REV 10/2012 SEE BACK FOR SPECIAL NOTES . . . , · ~ectt'on.5416. t,tea~:b ,and Safety Qod~,glr"!~I~ COP'\? {a} there shall ~tie not less than one w,ater c1oset fOt each 20 employ :~~JV ~~\i~rking at .a roostruclioriji:ib:site, Tliewater,ploset·shall C9nsist ofa patented,cl)etni , l·type toilet , . · , (b) :For the pt(rj:,ose of-!hls ·section the lerrn cbnstruct1on sltf sh.all' mean the location,pn whfch actual cons.tr.u~on -0f a bui1qtn9 is·in-progress. · · ·. · ·. . · ·· · (c) :, A°.vioiatiim' of-thrH!icllon,.i,hall con~tilute:a llli$den'l¢~0ot. . . . . . . . . . . All construction or work for whic!\ a pe(mlt ls;fEil:Jlliied shitll·be tiubjecUo inspection and all such:,;:onstfuctton.or v1ork ~hall.rl:l!Tlaifl !lf~~sJble ~1.'!d,exl?(?sed (or lnsJ>:El~t1Q,-i,ti';!tposes. until :appti:,veq ·by·the inspector. \/l?ork shall·not·.be-do~ l'ieyoodlhe,pt,int iMicated in:ea.ch successive·irispecf1oo<WilhoUrfirst 'otitalnlri~ the approv;il of th~:ins~ectbr .. ' . , ' , w CHRISTIAN WHEELER. E N G I N E E R. l N .G FIELD REPORT Project Name Callaway Golf -Data Center CWE# 2160384 Date: 6/22/16 I Page 1 of 1 Project Address 2180 Rutherford Road, Carlsbad, CA Permit# CB16-1873 Project File # Contractor PTS Data Center Solutions Architect Lyons Warren Subcontractor Engineer Prime Structural D Reinforced Concrete D Pre-Stressed Concrete D :{Zeinforced Ma~ori!)' D Epo:,,.T Anchors D Shop Welding D Field Welding D . High Strength Bolts D Non-Destructive Testing ~ Mechanical Anchors D fireproofing D Wood/Metal Shear D Waterproofing .. D Footing Obsen'ation D Asphalt Obs/Testjng D Soil Gbs/Testing D Roofing D Building Em·elope D Material/Equipment: Arrived on site, .. as requested, to provide the following services: Provided special inspection of the installation of four ½~' J-Iilti KB-TZ mechanical wedge anchors. Anchors were set (minimum embedment 3¼") into properly drilled and cleaned holes for .retro-fit hold-downs installed on two walls along gridlines C and D. Anchors were tightened and torqued to manufacturer's required 60 ft.-lbs. Work was per the approved project pll!ns and manufacturer's requirements (ESR 1917, detail 12/S-2). NOTED DISCREPANCIES -The items noted below were observed to be in non-conformance with the approved project documents and will require correction or the design engineer'.s review for approval: None NOTICE: Unless otherwise stated, the work observed was, fo the .best of my knowledge, 1n compliance ,vith the approved project documents. It should be noted that the work reported as being obsen,ed, tested, and opinions expressed are solely for the benefit of our client and that our presence and the services provided do not relieYe the cpntractor from.its .obligation to meet contractual requirement~. Charlie G. Carter SD #751LICC #5032319 ttX. Inspec;tor /Technician Name Certification # Inspector/Tei;:hnician's Signature Initial Distribution:. gsacco@ptsd<;s.com; eds@callawaygolf.com Charlie Carter RCE #61968 -tt:d! ·Reviewer Name Certification # Reviewer's Signature .. Reviewed Distribution: City of C;irlsbad 398·0 Home Avenue+ San Diego, CA 92105 + 619-550-1700 + FAX 619-550-1701 ·w CHR.ISTIAN WHEaER. ENGINEER.I-NG FIELD REPORT Project Name c;_allaway Golf -Data Center CWE# 2160384 Date: 6/30/16 I Page 1 of1 Project Address 2180 Rutherford Rd, Carlsbad · Permit# CB16-1873 Project File # Contractor PTS Data Center Solutions Architect Lyons Warren Subcontractor Spectrum Engineer Prime Structural D Reinforced Concrete D Pre-Stressed Concrere D Reiqforced Masonry D Epm,·y Anchors D Shop Welding D Field Welding [] . High Strength Bolts tJ Non-Destructi,·e Testing rgj Mechanical Anchors D Fireproofing D Wood/Metal Shear D Waterproofing D Footing ObserYation D Asphalt Obs/Testing D Soil 0bs/Testin~ D Rdofing D Building Em·elope D Material/Equipment: 3/8" Hilti kb-tz wedge anchors, Husky calibr~ted torque wrench: 1-4-16 .Arrived on site, as requested, to provide the following services: Provided specialinspeGtion of the installation of 96 3/811.Hilti ~-TZ me_c:h_aIJical -vedge anchors at new rooftop condenser supports. Holes were d1-illed to 2" minimum embedment and cleaned of debris. -Inspected torqfre verification of 60 ft-lbs per manufacturer's requirements. Work observed was in substantial conformance with approved project documents. NOTED DISCREPANCIES -The items noted below were observed to.be in non-conformance with the approved project documents and will require correction or the design engineer's review for approval: None r NOTICE: Unless-otherwise stated, the work obsen·ed· ,vas, to the best of my knowledge, in compliance with the approved project documents. It should be noted that the work reported as·being observed, tested, and opinions expressed are sojely for the benefit of our client and that our presence and the sencices provided do not relieve the contractor from its obligation to meet c_ontractual_requirements. Barrett 1:'ille~ SD 1254 !. ICC 8199667 ~ ~ Inspector/Technician Name Certification # Inspectorl'l'eclinician's Signature Initial Distribution: CWE, gsacco@ptsdcs.com; eds@callawaygolf.com; Charlie Carter RCE #61968 a:N! Reviewer Name Certification # Reviewer's Signature ... ' .. Reviewed Distribution: · City of Carlsbad 3 9 8 0 .H o m.e .A v e n u e + S a n D i e g o , C .A 9 2 1 0 5 + 6 1 9 -5 5 0 -1 7 0 0 + F .A X 6 1 9 -5 5 0 -1 7 0 1 Carlsbad 16-1873 05/25/2016 SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov ln·acc.ordance with·Chapler 17 of the California-.Buildlhg Code the folloWil'lg lnllSt be completed when work being performed requires.special inspection, structural observation·and coh51:ruction material testing. 'roject/Permit CB H~ 1i·7 3 ProjectAddress· ?..\00 R .. r\-hc...c fr) c~ Re\ A. THIS SECTION MUST BE COMPLETED BY THE PROPER:fY OWNER(AUTHQRIZED AGE~T. Please check if you are Own~r-Builder Q. Qfyou,chec1<ectas owner,.buik:leryou must also complete·Section B of this-agreement) Name:(P1easepri11t,_l ~---''E.p=-""--~-~----~--------~----"-'-""'A'-"-"L=l=--r---'~-$ ___ _ Mailing Address· 2-\'2:0 ~ IM,1-~ tM<.e.~ CA-qzt£)t, Phone{7U>J q70 ~ f:>~lS lam: DProperty Owner )leroperty Owner's Agent of Record DArchitect of Record DEngineer of Record State bf California Registration Numbe • Expiration Date· _______ _ -AGREEMENT: I, the undersigned, declare· under penalty of perjµry·under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural .observations, construction materia s testing and.off-site-fabrication of buildin9 components, as prescribed in the statement of special inspections not on he proved plans and, as required by-the California Building Codf-0 Sjgnatu~ · ... . Date: b / '1 /1!t2 . i B. CONTRACTOR'S STATEMENiOF RESPONSIBILITY {07 CBC, Ch 17, -Section1706), This section must be completed by the contractor I builder I owner-builder. Contractor's Company Name: PTS Data Center Solutions Inc. Please check lfyou are Ov.ner-Builder n Gary Sacco Name: (Please print) ___ ~------------~--------------. (First) (1'4,1.J (Last) Mailing Address· 16 Thornton Road, Oakland, NJ 07436 Email~ gsacco@ptsdcs.com 201-331-3833 X 115 Phone· __________ _ State of California Contractor's License Number_· _1 o_o_3_5_z_4 _____ Expiration Date: May 31 , 2017 • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; • I acknowledge that control will·be exercised to obtaincohforinance with lhe construction documents approved by the building official; • I wm have in-place procedi.Jresforexercis1ng control'within our (the contractor's) organization, forthe method and frequency of reporting and.the distribution of the reports;-and • I certify that I will have a qualified person within our (the contractor's} organization to exercise such control. • /will provide a tinaf report/ letter in·compllance. with CBC Section 1704.1.2 prior to requesting final -"""~ I -~~ 8-45 Page1 ot1 Rev. 08/11 .~Ji". -~-. ; ~-·c.11arll.!1.G·.carter, Jr. 5032319. ' , . ' . prestres~d Conq:ete Special Inspector -Exp. 06/28/2016 · ·' -~pfa9~applleci'Firepr99Jing Special Inspector-Exp. Qll/28/~016. ·.:·:Structural Steel'and ·Boiting Special Inspector· Exp. 06/28/2016 ' \ .Charli.e G Carter, Jr--5032319 R~)nfo[c;J·cpi)cfete!3pecial Inspector-Exp, 06/28/2016 'Stnj9turaLMas9nry·Sp~cJ.i!l:l11spector-Exp. 06/28/2016 Struciural»W~lding·•spe,c;:l~ lnspect.<:>r-Exp. 06/28/2016 ~' :··· . ' .. '\ : ~ .'; ' _::~--...... -...... :_: .. +--~- t f I I f --,. --~ .... --. a:=.:...,. l-...· __ ) £ ·~-,.,. ____ f-'""'. y . '"·-. -··-- SPECIAl,. INSr'l;:CTO_R CERil'IFICAi):: Name: . CHf\RLIE f.3: .C,AFff!;:R • ~ -' -• ' • • • • t •• t '~ ' Sfghat!,!.re: . : . . .. _, 1 1 Expiration: Dece ber-31'. 2016 · -· -· · · , . .. .. . ' .i T~ls ce,flles that thespedarfnspecicr-ls aµttiorlzed·t9. perfor!ll speclann~pectfo~'witl!iri-the . 1 City o( San ·Qi~~fii.r ~~ tyi,e(sJfof -.wrk:l~dtc,~t.ed ,urider,inej,rovi~jo!i~ ofChapter:r4 c;,tthe : } San,01ego Munic1paJ·Code.' ·. ·. . , . ', · ·. · . . •• . ·. : ,:, '. . ; 4. ---·-,.. ·,:-,.,;:, • -•-<::•-, • __ , EsGil Corporation In (J!artnersnip witn government for (8uiCain9 Safety DATE: 06/16/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: 16-1873 PROJECT ADDRESS: 2180 Rutherford Rd PROJECT NAME: Caltaway -Data Center TI SET: II Cl APPLICANT Cl JURIS. Cl PLAN REVIEWER Cl FILE l:8J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list ha$ been sent to: ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Mail T~lephone Fax In Person D REMARKS: By: Dwight Ashman EsGil Corporation Enclosures: D GA ~ EJ D MB D PC 06/09/2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ES-Gil Corp.oration In (!'artnersliip witli government for (]3ui(ain[J Safety DATE: 05/25/2016 JURISDICTION: Carlsbad PLAN CHECK NO.: 16-1873 PROJECT ADDRESS: 2180 Rutherford Rd PROJECT NAME: Callaway -Data Center TI SET:I l::J__),PPLICANT ~ JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below ~re resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Gary Sacco D EsGH Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did ·advise the applicant that the plan check has been completed. Person contacted: Gary Sacco Telephone#: (949)547-3078 ~ateio tacted:5 ~S (byr"CJ Email: gsaccp@ptsdcs.com t.Mail lepho~ Fax In Person D \/ tYo\-' REMA : · By: Dwight Ashman EsGil Corporation D GA ~ EJ D MB D PC Enclosures: 05/16/2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 16-1873 05/25/2016 PLAN REVIEW CORRi:CTION LIST COMMERCIAL PL_AN CHE:CK NO.: 16-1873 OCCUPANCY: B TYPE OF CONSTRUCTION: IIIB ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 05/1.3/2016 DATE INlilAL PLAN REVIE:W COMPLETED:0S/25/2016 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Data Center ACTUAL AREA: 1180 STORIES: NC HEIGHT: NC OCCUPANT LOAD: 12 DATE PLANS RE:CEIVED BY ESGIL CORPORATION: 05/16/2016 · PLAN REVIEWER: Dwight Ashman This plan review is limited to the technical' requirements contained in the California version of the International Building Code, Uniform Ph .. ,mbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC. The· following items iisted need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please: note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. · Be sure to enclose_ the marked up list when you submit the revised plans. Carlsbad 16-1873 05/25/2016 • GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGii Corporation and the Carlsbad Planning, Engineering: and Fire Departments. 2. Bring two corrected set of plans and calculations/reports to EsGil Corporation, ~320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete • PLANS 2. Provide the names, addresses and telephoAe numbers of the owner and the responsible design professionals on the Title Sheet. Sec. 107 .2. 3. Please remove the notes which state "Not for Construction" on the structural sheets. 4. Please provide sufficient floor plans to determine adequate egress path of travel from the new data center to the exterior. · Carlsbad 16-1873 05/25/2016 • ACCESSIBILITY 5. When alterations, structural repairs. or additions are made to an existing building, that building, or portion of the building ~ffected, is required to comply with all of the . followin~J requirements, per Section t1 B-202.4: • The area of specific alteration, repair or addition must comply as "new" constrt1ction. . • A primary entrance to the building and the primary path of travel to the altered area, must be shown to· comply with all accessibility features. • The path of travel shall include the existing parking. • Existing toilet and bathing facflities that serve the remodeled area must be shown to comply with all accessibility features. Please provide sufficient site/fioor plans to show compliance with: Accessible path of travel, parking, and restrooms. See possible exceptions section 11 B-202.4. 6. The allowable slope for an accessible ramp is S1 :12 (8.33%), per Section 11 B- 405.2. Please indicate ramp slope. 7. Revise plans to show required landings at the top and bottom of ramps, per Section 11 B-405.7. a) The bottom landing shall be "?.72" in the direction of travel. Provided dimension shows 5', Please revise. · 8. Show or note that ramp surfaces will be slip resistant. Section 11 B-302.1. 9. Revise plans to show the minimum requited depth of landing where a door swings over the top landing. The minimum depth of the landing is required to be equal to the door width, plus 42", per Section 11 B-405.7.5. Please review. Even with the minimum 72" provided, the 36" door will not provide the required clear depth. 10. Show or note that handrails meet the following requirements, per Section 11 B-505: a) Extend ~12" ·beyond both the top and bottom of the ramp. Extensions of handrails shall be in the same direction of the ramp runs. At the top of the ramp one side is dimensioned as 12", but the other side scales to -6" with no dimension or note provided. 11. Show or note that the maximum effort tq operate doors shall not exceed 5 pounds, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 1 tB-404.2.9. Carlsbad 16-1873 05/25/2016 • ADDITIONAL 12. See Attached list for P/M/E items. 13. Please complete and return the attached Carlsbad Special Inspection Agreement 14. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 15. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they ate located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 16. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite. 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Dwight Ashman at Esgil Corporation. Thank you. Carlsbad 16-1873 05/25/2016 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL .(2013 CALIFORNIA ELECTRICAL CODE) 1. On the single line diagram correct the UPS labeling. ENERGY (2013 CALIFORNIA BUILDING ENERGY STANDARDS) 2. Detail compliance with ES 140.9: Humidifier & fan power consumption. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-146e. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 16-1873 05/25/2016 ~--~/) f., CITY OF CAR D SPECIAL INSPECTION AGREEMENT 8.-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov · In accQtdance with Chapter 17 of the-California Building Code the following m1,1st be completed when work being performed requires-sp.ecial inspection, structural observation and con.structi_on material testing. Jroject/Permit: ----~------Project Address_· _________________ _ A. THIS Sl:CTION MUST BE COMPLETED BY THE-PROPERTY OWNER/AUT.HQRIZED AGENT. Please check if you are Owner-Builder D. (If you checked as owner-builder you must,also-complet~ Section !3 of this agreement.) Name: (Please print,__ _____ -"------~~-~----------------- (first) (M.l'J (Last) Mailing Addres,.,._ _________ '--,---~-----~------------- Emai~· ~--------~--------------Phone_· _________ _ I am: DProperty Owner _OPrope~y Owner's Agent of Record DArch1tect of Record OEngineer of Record state of California Registration.Numbe-._· ______________ Expiration Date: _______ _ AGREEMl:NT: I, the undersigned, declare under penalty of perjury under-the laws of the State of California, that I have read, unc:ierstand, acknowledge and promise to comply with the City-of Carlsbad requirements for special inspections, structural obserYations, construction materials testing and off-site fabrication cif building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Signatur"'-· ______________________ Qate: ___________ _ B. CQNTRACTOR'S SJATl;MENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the -contractor I builder/-owner-builder. 'Contractor's Company Name:.~---------~---~~~---Please check if you are Owner-Builder o Name: (Please prin\l------,---------~-------------------tFirst). (M.I,). (Last) Mailing Address: ___ ~--------~-~------------------- Email: ___________ ~~~-~-----~--Phone_· __________ _ state .of California Contractor's License Numl;Jer_· --------~-Expiration Date: _______ _ + I acknowled9e and, am aware, 9f special requirement~ contained iii the statement of special inspections noted on the approved pla Tis; •· I acknqwledge that cqntrol will be exercised to qbtain conformance with the construction documents approved by the building official; + I wJII have in-place pr9c-edures fqr exercising control within our (tne contract9r's) organization, for the method and freque·ncy of reportfhg and the distribution of-the reports; 1;md + I certify tnat I will ·have a qualified persqnwithin our (the _9ontrc:1ct0r's) organization to exercis!:l such control. + I will provide a finar teportJ/etter•in· compliance with CBC Section 1704.1.2 prior to requesting final inspection. - Signature~: --~~------------~-----Date: __________ _ B-45. Page 1 of 1 Rev. 08/11 Carlsbad 16-1873 ., , 0S/25/2016 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN. CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Dwight Ashman BUILDING ADDRESS: 2180 Rutberford Rd BUILDING OCCUPANCY: BUILDING AREA. Valuation PORTION ( Sq. Ft.) Multiplier Data Ct( Tl 1180 Citv Est - Air Co.nditioning Fire Sprinklers ' - TOTAL VALUE Jurisdiction Code . CB By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance ... , Type of Review: 0 Complete Review D Repetitive Fee 3Repeats Comments: D Other Hourly D EsGil Fee -. ... · PLAN CHECK NO.: 16-1873 DATE: 05/25/2016 Reg. VALUE ($) Mod. 54,020 54,020 $423.251 $275.11 J D Structural Only $237.021 Sheet 1 of 1 macvalue.doc + ·-·1 ,, ~--«~~ ~ City OF CAR.L$BAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-28 DATE: 5/26/16 PROJECT NAME: T.I. PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.eov PLAN CHECK NO: CB161873 SET#: ADDRESS: 2180 RUTHERFORD RD APN: [gl This plan check review is complete and has been APPROVED by the_ PLANNING _____ Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required D Yes ~l No You may also have corrections from one or more of the divisions listed below. Approval from thf!Se divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review·is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: GSACCO@PTSDCS.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: '~-. ., -.-' ., ' ' ~ . ' ,, ,,. ---.., ,, ,, ., PLANN·ING ENGINEERING F~R:S-PR£VENTl0.N-,. ,< ', .~ ? 76o-e02-461.0 7-60-602-275() ,, ' 760~02-4f?6$ '< ; : ,. •' '' '., .. , , ~. ,, , ~ ,· .D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov ~ ~ Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D D Remarks: REVIEW#: 1 2 3 ~ D.D ~ D·D ~DD ~DD ~DD 181 D D Plan Check No. CB161873 Address 2180 RUTHERFORD RD Date 5/26/16 Review#g Planner GINA RUIZ Phone (760) 602-.4675 APN: 212-070-25-00 Type of Project & Use: T.I. Net Project Density: OU/AC Zoning: C-M General Plan: Pl Facilities Management .Zone: Q CFD (in/out) #_Date of participation: __ Remaining net dev acres: __ . (For non-residential development: Type of land use created by this permit: __ ) Legend: ~ Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES O NO 181 TYPE DATE OF COMPLETION: Compliance with conditions of appr<;>val? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES ONO~ TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO .[gl_ CA Coastal Commission Authority? YES D NO !81 If California Coastal Commission .Authority:· Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO 181 If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D· NO 181 (Effective date of lnclu,sionary Housing Ordinance. -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D NO D N/A 181 Site Plan: 181 DD P-28 Page 2 of3 07/11 ~DD ~DD ·~DD ~DD City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D 2. Project complies: YES D NOQ Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: 3. Lot Coverage: Requirec;I __ Shown __ Required __ Shown __ Required __ . Shown __ Required_·_. _ Shown __ Requited_._·, _ Shown __ Required __ . Shown __ D~D 4. Roof mounted equipment screening: Required YES Shown SLIP SHEET ADDED TO PLANS SHEET A-500 SHOWING SECTION HOW THE EQUIPMENT IS SETBACK FAR ENOUGH TO BE OUT OF VIEW FROM SURROUNDING STREETS ~ D D 5. Parking: PARKING MODIFICATION APPROVED 8/22/14 , OFFICE SPACE: Totals approved 431 (107,606/250) Proposal 399 (99,749/250) R&D OFFICE (SHARED): Totals approved 109 (27.117 /250) Proposal 109 (27.117 /250) R&D LAB/SHOP (SHARED): Totals approved O (46,721) Proposal O (46,721) MANUFACTURING: Totals approved 66 (26,360/400) Proposal 35 (13,871/400} WAREHOUSE: UTILITY: CAFE/CONF. CNTR: Totals approved 23 (22,957/1000) Totals approved O (21,335) Totals approved O (10,829) Proposal 35 (34,266/1000) Proposal O (21,335) Proposal O (10,829) NEW DATA CENTER: *Totals approved O (1,405} ok perVL 5/16/16 Proposal O (1,405} TOTAL SQUARE FOOTAGE PROPOSED: 255,293 TOTAL SPACES REQUIRED: 578 (OK AS PRKG IS NOT INCREASED AS TOTAL SPACES APRVD PER LETTER IS 629) TOTAL SPACES PROVIDED: 655 (50 SPACES REMAINING FOR ALLOCATION PER LETTER) D 1Z1 D Additional Comments: OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 5/26/16 GINA RUIZ DATE P-28 Page 3 of3 07/11 PTS Data Center Solutions, Inc. 16 Thornton Road Oakland, NJ 07436 T (201) 337-3833 F (201) 337-4722 www.PTSdcs.com Mr. Dwight Ashman Esgil Corporation 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 The following are responses to the "Plan Review Correction List Commercial" comments issued on May 25, 2016 by EsGil Corporation on behalf the City of Carlsbad for the "Callaway-Data Center Tl" project (Plan Check No. 16-1873) located at 2180 Rutherford Road, Carlsbad, CA: Plans 2. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. Sec. 107 .2. -This information has been added to the Cover Sheet (CS-001 }. 3. Please remove the notes which state "Not for Construction" on the structural sheets. -This has been removed from all structural sheets. 4. Please provide sufficient floor plans to determine adequate egress path of travel from the new data center to the exterior. -Drawing LS-001 has been added to the architectural set which illustrates egress details and path of travel. 5. When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: • The area of specific alterations, repair or addition must comply a~ "new" construction. • A primary entrance to the buildi'ng and the primary path of travel to the altered, must be shown to comply with all accessibility features -the path of travel shall include the existing_ parking. • Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. • Please provide sufficient site/floor plans to show compliance with: Accessible path of travel, parking andrestrooms. See possible exceptions section 11 B- 202.4 -See new drawing LS-001 for new egress information. Also, please see the existing previous project drawings for references that illustrates accessibility with the restrooms, entrance and parking. 6. The allowable slope for an accessible ramp is <1 :12 (8.33% ), per Section 11 B-405.2. Please indicate ramp slope. -See drawing A-200, detail 1/A-200-; the ramp slope is noted in the center of the ramp. Page 1 of3 PTS Data Center Solutions, Inc. 16 Thornton Road Oakland, NJ 07436 T (201) 337-3833 F (201) 337-4722 www.PTSdcs.com ~PTS 7. Revise plans to show required landings at the top and bottom of ramps, per Section 118-405.7 • The bottom landing shall be > 72" in the direction of travel. Provided dimension shows 5'. Please revise. -See drawing A-200, detail 1/A-200; the ramp has been revised to provide 84", which exceeds the required clearance requirements. 60" is still maintained at the top of the ramp landing as well. The height of the raised access floor has been reduced to 9" to accommodate this. 8. Show or note that ramp surfaces will be slip resistant. Section 118-302.1. -See drawing A-200; updated key note #5. 9. Revise plans to show the minimum required depth of landing where a door swings over the top landing. The minimum depth of the landing is required to be equal to the door width, plus 42", per Section 11.8-405.7.5. Please review. Even with the minimum 72" provided, the 36" door will not provide the required clear depth. -See drawing A-200, detail 1/A-200; the ramp has been revised to provide 84", which exceeds the required clearance requirements. 10. Show or note that handrails meet the following requirements, per Section 118-505: • Extend >12" beyond both the top and bottom of the ramp. Extensions of handrails shall be in the same direction of the ramp runs. At the top of the ramp one side is dimensioned as 12", but the other side scales to 6" with no dimension or note provided. -See drawing A-200, detail 1iA-200 and drawing A-201, detail 5/A- 201; the railing have been adjusted, noted and the dimensions added. 11. Show or note that the maximum effort to operate doors shall not exceed 5 pounds, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 118- 404.2.9. -See drawing A-400; Hardware Note # 8. 12. See attached list for P/M/E items. 1. On the single line diagram correct the UPS labeling. -See drawing E-120 for correction. 2. Detail compliance with ES 140.9: Humidifier & Fan power consumption. -See drawing M-501 for Computer Room Requirements Form NRCC-PRC-04-E 13. Please complete and return the attached Carlsbad Special Inspection Agreement. -Will comply. Page 2 of3 PTS Data Center Solutions, Inc. 16 Thornton Road c93PTS Oakland, NJ 07436 T (201) 337-3833 F (201) 337-4722 www.PTSdcs.com 14. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. -Will comply. All changes on drawings have been rev clouded and tagged as #1 as well. 15. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. -The vision panel in the computer room has been increased from 4'-0" W x 3'-0" H to 8'-0" W x 3'-9" H. This change can be found on the floor plans on Drawings A-100 and the Window Elevation on Drawing A-400. A revised header framing detail has been updated on the structural drawing package. -Breaker have been coordinated as indicated by the revision clouds oh E-120. -Lighting has been added to the adjacent rooms on E-300 Page 3 of3 Shay Even From: Sent: To: Cc: Subject: Good morning Gary, Amber Ressmer Wednesday, May 18, 2016 9:49 AM gsacco@ptsdcs.com Building CB161873 CB161873 Callaway Golf plan does not require Carlsbad Fire Department fire plan review. Thank you, Amber Amber Ressmer Administrative Assistant Fire Prevention City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008-7314 www.carlsbadca.gov P 760-602-4665 I F 760-602-,8561 1 " PRIME STRUCTURAL ENGINEERS 13272 Jacaranda Blossom Dr. Valley Center, California 92082 Tel (760) 751-3300 STRUCTURAL CALCULATIONS Callaway·Golf HQ (2180 Rutherford) Structural support for roof mech. units Carlsbad, CA Structural Calculations 2K16-60 SHEETS 1 thru 38 (--2180 RUTHERFORD RD 2120702500 Tl 05-13-2016 CB161873 \ l of2 II Design Maps Summary Report A PRIME JOB: 2K16-60 ~ STRUCTURAL DATE: o4t26t16 ~ ENGINEERS SHT: 1 . Report Title Callaway Golf HQ Thu April 21, 2016 15:03:00 UTC Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard da~a available In 2008) Site Coordinates 33.13228°N, 117.28135°W Site Soil Classification Site Class D -:-"Stiff Soil" ~s = 1.071 g S1 = 0.414 g Risk; Category I/II/III · SMS = 1.148 g SM1 = 0.656 g Sos =:= 0. 765 9 S01 = 0.437 g For infor ation on how the 55 and 51 val_ues above have been calculated from probabilistic (risk-targeted) and determini tic ground motions in the direction of maximum horizontal response, please return to the application and select tti "2009 NEHRP" building code reference document. · · MCEtt Response Spectrum 1.20 l.DB a.,G tl.M -a, -0.72 II D.60 Ill £1.411 ././,,,/ 0.3G 0.2~-_., ; 0.12 0,00 +--+---+--+---+---+--+---l!----+---l!-----1 0 00 0.20 0.40 o.,o 0,80 1.00 1.20 1.40 U,0 UlD 2.00 Period, T (sec) 'it· -Ill lit.I O,Sil Design Response Spectrum o.sa 0.72 o,,4 0.SG IUS o.,o 0.'.32 0.2, 0.16 D.OS 0.00+---+--t----+--t-----+-------I D.00 11.ZO 0.,1.0 D.GD 0.80 1.00 1.20 1.40 u;o UlQ 2.DD Period, T C sec) For PGA~, TL, CRs, and CR1 values, please yiew the detailed report. 4/?.1/?.016 R•m AM WIND L AD CALCULATION: COMPONENTS AND ·cLADDING·(ASCE 7-10 CHAPTER 30) PROJE T DESCRIPTION: 2K16-60 Callaway Golf HQ BASIC IND SPEED, V36 (ASCE 7-10, FIG. 26.5-1A) 110 MPH DIRECT ONALITY FACTOR, Kd (ASCE 7-10, T.26.6-1) 0.85 IMPORT NCE FACTOR, I 1.00 EXPOS RE, (ASCE 7-10, 26.7.3) 8 VELOCI PRESSURE EXPOSURE COEFF., KZ (ASCE 7-10 T. 3C 0.72 TOPOG APHIC FACTOR, Kzr (ASCE 7-10 §26.8) 1.00 [KZT = 1.0 ILL BE USED, STRUCTURE IS·NOT NEAR A RIDGE OR ESCARPMENT] MEAN R OF HEIGHT, h 33.5 FT . . 0.00 ° LEAST ORIZ. BUILDING DIM. 365 FT. a= 14.6 FT. OCCUP NCY CATEGORY II V locity Pressure, qh = 0.00256·Kz'Kzff<ci·V2·1 (Eq. 30.3-1) Wind Zones (Fig. 30.4-1) qn = 19.04 psf lnt.PessureCoeff,GCp1= ±0.18 (T.26.11-1) External ressure Coeffic_ient, GCp (Fig. 30.4-1): . Effective Wind Area 1 O ft2 20 ft2 Zone 4, 5 (+) 0.90 0.86 Zone 4 (-) -0.99 -0.95 Zone5(-) -1.26 -1.17 50ft2 ·0.81 -0.90 -1.04 100 ft2 0.72 -0.81 -0.95 200 ft2 0.68 -0.77 -0.86 (Note: Where roof angles 10°, GCp is reduced by 10%.) Desi n ind Pressure on Wall Com nents and Claddin CH. ·30 : Effective Wind Area Zone 4, 5 (+) Zone4 (-) Zone 5 (-) 10 ft2 20.56 -22.27 -27.41 20 ft2 19.70 -21.42 -25.70 50ft2 18.85 -20.56 -23.13 100 ft2 17.13 -18.85 -21.42 200 ft2 16.2~ -17.99 -19.70 500 ft2 0.63 -0.72 -0.72 500 ft2 15.42 -17.13 -17.13 2K16-60 allaway Golf HQ Liebert C ndensers UNTED MECHANICAL UNITS ASCE 7-10 13.3.1 mm Wp 1 Fp y . _,,. 7 P.t,,v Yfl. i ,., I, CURB --, ,~ y A PRIMEJ~t:1:2Kl6-60 STRLtTURAI. oate: 0 4 / 2 6 / 16· . ENGINEERS strt: . 3 Wp1 = 486.00 lbs. ·y= 44.94 in. y= 0.00 in. X= 53.88 in. Sos= 0.765 ap= 1.00 Rp= 2.50 Ip= 1.00 z/h = 1.00 Roof Curb Wp2= 0.00 lbs. X SEISMIC EMANDS ON NONSTRUCTURAL COMPONENTS -ASCE 7-10 13.3.1 Fp= 0.367 Wp Fp,max = 1.224 Wp Fp,mln = 0.230 Wp . Fp= 0.367 Wp Fp1 = 178.46 lbs. Fp2= 0.00 lbs. 0.2·Sos-(Wp1+Wp2J = Fp,v = 0.153 WP Fp,v= 74.36 lbs .. UPLIFT ECK (ASD) Pe= 0.7·[Fp1·(Y/2+y)/X] +0.7*[ Fpv/2] +0.7*Fp2*y/2/X= 0.5Pd.mln = 78.12 lbs. 243.00 lbs. LOADIN~ CHECK _(ASD) 78.12 lbs. 324.00 lbs. (ASCE 7-10 13.3-1) (ASCE 7-10 13.3-2) (ASCE 7-10 13.3-3) > Pe, NO UPLIFT Pe= P .max (2/3*Wp )= Sum P/1.33= 301.59 lbs. 2/3 * Wp= 324.000 lbs DL + LL GOVERNS www.hlI.us Compa ·y: Specifie: Addres : Phone I Fax: E-Mail: Ancho type and diameter: Effecti embedment depth: . Materi Evalu on Service Report: Issued Valid: Proof: Stand-ff installation: Anchor plate: Profile: Base Geom ry [In.] & Loading [lb, In.lb] A.._ P·RIME JOB: 2K16-60 . R£ STRUCTURAL DATE: 04/26/16 ···-111111111111 .. --..... Ba ENGINEERS SHT: 5 . I = 11 ::, .. I Kwlk Bolt TZ.-CS3/8 (2) her.act= 2.000 in., h~om = 2.313 in. Carbon Steel ESR-1917 7/1/2015 I 5/1/2017 Design method ACI 318-11 / Mech. eb = 0.000 in. (no stand-off); t = 0.250 in. Page: Project: Sub-Project I Pos. No.: Date: ' .. :,( .. ~·; ,., ... Profis Anchor 2.6.1 1 Callaway Golf HQ At angle support 4/21/2016 Ix x ly x t = 2.000 in. x 2.000 in. x 0.250 in.; (Recommended plate thickness: not ~lculat~d no profile cracked lightweight concrete, 3000, fc' = 3000 psi; h = 4.000 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 I z: ~ *1""1<1 ~-, IJl}se:£) ~Lf er~ ~1P4t..# IJ~t:r: f7_rf-o> rt. /"J -et:) '24 d O, C,... I @_ {:#-. >I a;; .. ' " ' ' ' ' ' ' ' ',: X ' ' A_ p RIME JOB: 2K16-60 ff1 STRUCTURAL DATE: 04/26/16 I = 11 -; • I ~. ENGINEERS SHT: 6 www.hlI.us Profls Anchor 2.6.1 Compa y: Page: 2 Project: Specifie. Addres : . Sub-Project I Pos. No.: Callaway Golf HQ At angle support 4/21/2016 Phone I Fax: E-Mail: 2 Lo d case/Re.suiting anchor forces Load c se: Design loads Ancho reactions [lb] Tensio force: (+ Tension, -Compression) Tension force Shear force Shear force x Shear force y 1 ~ ro o ro max. c ncrete compressive strain: -[%0) max. c ncrete compressive stress: -[psij resultin tension force in (x/y)=(O.OOQ/0.000): 97 [lb] resultin compression force in (x/y)=(0.000/0.000): O [lb] Date: Load Nu• [lb] Capacity Nn [lb] Steel trength* Pullout Strength* 97 97 Coner te BreakQut Strength** 97 * anch r having the highest loading **anchor group (anchors in tension) 3.1 Ste Strength Nsa = ESR value tj, Nsteel i!: Nua Variab es n 1 Calcul tions Resu 3.2 Pull ut Strength refer to ICC-ES ESR-1917 ACI 318-11 Table D.4.1.1 futa [p~i] 0.05 125000 sleel Nsa [lb] 0.750 4875 Npn,f, Np,25oo.1w1 ~ refer to ICC-ES ESR-1917 . tj, N""-'• Nua ACI 318-11 Table 0.4.1.1 ""' Np,2500 [lb] 0.600 2270 concrete N t Vb] 0.650 970 Nua [lb] 97 Nua [lb] 97 487g 970 1027 y Utilization 13,J = Nual Nn 2 11 10 X Status OK OK OK www.hi ti.us Compary: Specifie: Addres~: .. . . . . .. .... ·--~··· .. . . Phone I Fax: ·I E-Mail: 3.3 Co 1crete Break~ut Strength Neb = {f ::) 'l'ed,N ~lc,N \Jl~,N Nb ·tj> Neb• Nua. ~. ~ ee ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1 (b) ~co = 9 h~r \Jlec,~ = (1 + ~ e~) S 1.0 , 3 her \f/ed,N ' 0.7 + 0.3 ( 1\~:) S 1.0 = MAX(Ca,m1n 1.5her) s 1 0 \flcp,N Cac ' Cac • Nb = . kc Aa ...ffc h!r5 Variat les ri.r [in.] ec1,N Pn.] ec2,N [in.] 2.000 0.000 0.000 Pac [in.] kc A.a 4.375 17 0.600 Calcu ations I No[in.2] ANco [in.2] \llec1,N 36.00 36.00 1.000 Resulis Neb [lbJ 41ocncrete , Nc1,[lb) 1580 0.650 1027 A_ PRIME JOB: 2K16-60 · A STRUCTURAL DATE: 04/26/16 I = I I -; -· • 1/iiJ/£~ ENGINEERS ·SHT: 1 ACl·318-11 Eq. (D-3) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ·ACI 318-11 Eq. (D-6) Ca,m,n [in.] 3.000 f0 [psi) 3000 \llec2.N 1.000 Nua [lb] 97 Page: Project: sub-Project I Pas. No.: ·Date: \llc,N 1.000 \lled,N \llrnN . 1,000 1.000 Profis Anchor 2.6.1 3 Callaway Golf HQ At angle support 4/21/2016 1580 A PRIME JOB: 2K16-60 STRUCTURAL DATE: 04125116 ENGINEERS SHT: a ,:,,s_, www.hi ti.us Compa y: Page: Specifie: Project: . Addres : ·· Phone I Fax: Sub-Project I Pos. No.: Date: E~Mail: 4Sh arload LoadV ... Pb] Capacity Vn [lb] Steel trength* I Steel t ilure (with lever arm)* Pryout Strength** 76 NIA 76 2337 NIA 1106 Coner te edge failure in direction y+•• 76 675 * anch r having the highest loading ••anchor group (relevant anchors) 4.1 Ste · 1 Strength v.. = ESR value ~ Vsteel .! Vua refer to ICC-ES ESR-1917 ACI 318-11 Table D.4.1.1 n 4.2 P ut S~rength Ase,v [in.2] 0.05 0.650 kcp [(t::J ~/ed,N.ljlc,N "lj/cp,N Nb] Vua fu1a [psi] 125000 v .. [lb] 2337 e ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1 (b) ANcD 9 h~r "lj/ec,N (1 + ~-e~) :S 1.0 3 he1 ljfed,N 0.7+ 0.3 (~~:J :S 1.0 MAX(Ca,mrn 1.5her) :S 1 O ljlcp,N Cac ' C.c • Nb -kc ;i... -./(,, h!;5 her [in.] ec1.N Pn.J 2.000 0.000 C.c [in.] 4.375 17 ~co[in.2] !ec1,N 36.00 1.000 concrete V Pb] 0.700 1106 Vua [lb] 76 ACI 318-11 Eq. (D-40) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ACI 318-11 Eq. (D-6) ec2,N pn.] 0.000 D.600 lec2,N 1.000 Vua Pb). 76 C.,mln pn.] 3,000 (C [pSij 3000 ed,N 1.000 Utilization 4 NIA 7 12 ,N 1.000 Profis Anchor 2.6.1 .4 . Callaway Golf HQ At angle support 4/21/2016 =Vu.I Vn Status OK NIA OK OK 1580 A PRIME JOB: 2K16-60 ~ STRUCTURAL DATE: 04/26/16 I = I I 5 .. I liiiil'£~ ENGINEERS SHT: g www.hl ti.us Compal y: Specifie: Addres1: · Phone I Fax: E-Mail: 4.3Co ~crete edge failure in cflrectlon y+ Vcb = (t::) ~led,V 'l'c,V 'l'h,V ~lparaRel,V Vb , vcb, Vua Ave f ee ACI 318-11, Part D.6.2.1, Fig. RD.6.2.1 {b) Avco = 4.5 cfa1 1Jlec,V: ( 1 + \e~ ) s: 1.0 3C81 'l'ed,V: 0.7 + 0.3( 1.';~.1) S: 1.0 1Jlh,V ' ~'21.0 vb : ( 7 (!/-J 02 ~> Aa '1fc c!l Varlal les k:.1 [in.] Ca2 [in.) ecv [in.] 3.000 24.000 0.000 le [in.] A.a d1 pn.J 2.000 0.600 0.375 Calcu ations ,l\vc [in.2] Avc0 pn.2] 11/ec,V 36.00 40.50 1.000 Results IVcb [lb] tbconcrete • Vcb [lb] 965 0.700 675 5 Co tnbined tension and sh&ar loads Bv 0.100 f3Nv= ~+13~<=1 6Wa"nings 0.113 ACI 318-11 Eq. {D-30) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. {D-32) ACI 318-11 Eq. {D-36) ACI 3:18-11 Eq. (D-38) ACI 318-11 Eq. (D-39) ACI 318-11 Eq. (D-33) 11/cV 1.000 fc[psij 3000 11/ed,V 1.000 Vua Pb] 76 • C. 5/3 Page: Project: Sub-Project I Pos. No.: Date:· h1 [in.J 4.000 11/oarallel,V 1.000 Wh.V vb [lb] 1.061 1023 Utilization BN,v [%] 5 Profis Anchor 2.6.1 5 Callaway Golf HQ At angle support 4/21/2016 Status OK • l,.o~d e-distributions on the anchors due to elastic defonnations of the anchor plate are not considered. The anchor plate is assumed to be suffic ently stiff, in order not to be defonned when subjected to-the loading! Input data and results must be checked for agreement with the existi 19 conditions and for plausibility! • Cond lion A applies when supplementary reinforcement is used. The cl> factor is increased for non-steel Design Strengths except Pullout Stren ;ith and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Stren Jth. Refer to your local standard. · • Refe1 to the manufacturer's product literature for cleaning and installation instructions. • Chec~ing the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or tlie relevant standard! • Hilti I bst-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI. 18-11, Part D.9.1 Fastening meets the design criteria! .· .......... l · .. , ··· ..... r·,·· ...... --r .. ··-"!·· .... · ....... '. ........ i ........ f ....... / ·····;·········i ....... ; ...... ; ....... +-···-!·· ·-· · .... _ ·:···· ... '.······ ·.~ ........ -j-A· ·\·· ~R~M'.E .. JbB:·2iK16-~0···· .\·-.~ .j._. ...... i. -···· , ........ : ... -·· -· ..... ! ... -.. i ........ '. ....... : .... ···~ ........ ; ....... / ....... i .. -···!·· ..... 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":·-·· ' . .. -··· . . · '•• ... ,; . . . . ... ···:· -· .... .. ·· .. _.· ~··: ·._: ·. :. :. ~ · .. ·. .. ; :, . •, . ~ -. . • ::· .... .---<' .• ~--~·; ~ .: .. . · .. i .. -.. · .... . . -: : .. :· .. ·. · .. ·.·· ,, vii~flil' ·-. . . !1;1& . ' . ~ ~ J ; .• ~-. l •' . :_ /·:\-\::_. __ -~:?-_,;t· .. ·· .. ·_;:-:· ,:: =:. .l. . .\ .. '.·'· .. ·::·· . ·: .. .?-- ,• ... .. . ·•. . / ··.. . .. ~-·-.-.-' '·-... •.·. _ ,f . ~. c:Jiilt }~~ . UP.~ J ,o < · f. . . •, '.:cl~~ ., -cs·"'· . 17i.JZ,_fl .r · · · •I~,,:, ,i,-;.:,,,J .. __ _ Lt£. .t-' .KJ.M.J:!.,; JOB: 2K16-60 ~~ STRUCTURAL DATE: 04/26/16 ~ ENGINEERS SHT: 12 /~ / ..... *' v futifl·->E7 or ?q~~ .Jot~ . · "~~--~~ A-DP't,... 1~op.sf AND ~~ . , f 011'1'r LA>AV ~ l'-lot AP'DeD. · uJp' >g--P~F X 8-1 , V1°f---F ~ ~ ,,',g;·~F X ,8'' r_,. / '2,.,--2-fl-r . t-tkX. '! c... ~ ,At.. <:fo"~ :? 4£ ,z..,.z,.tc. < -< I :i.1. 4-oJc- ,E)( I 671 N c.' 'f>tj;;-, 4 N (Gt3G A-n:,tcHeD & 1sr c.,,t-t-c.) ..C:.c:. I~/. 71 /C- !3/-tG 11,J4 'l::es;1t:; ;::J /53f'tS,n·~c· 4-8:Uf ~-~ ND WllfF, f!--Ea'o. Loads: LC 1, LC1: D + L Results.for LC 1, LC1: D+ L PSE 2K16-60. SK-1 EXISTING JOIST Apr 26, 2016 at 10:47 AM T209.r2d N33 ~ ttj 00 ,:j s~~ znl-l ttj>-3 ~ ~~trj 00 '=' .... ~!~: w 'f ..... O'l 0 ' j Company Designer Job Num er PSE 2K16-60 RISA-2D Version 10.1.0 Jk. PRIME JOB: 2K16-60 ~£ STRUCTURAL DATE: 04/26/16 Apr 26, 2016 EXtsT1NGJo~ ENGINEERS SHT: 14 c1oh:5oAkMd B. . ~e ~-- Joint Point Distributed b-in in Lcom eratures [C:\ ... \Binh\Desktop\Current Projects\2K16-60 Callaway Golf HQ\T209.r2d] Page? Company Designer Job Num r PSE 2K16-60 Version 10.1.0 . /Jt. PRIME JOB: 2K16-60 · ~£ STRUCTURAL DATE: 04/26/16 Apr 26, 2016 ~ · 10·50AM EXISTINGJOIG7£~ ENGINEERS SHT: 15 Checked By:_· _· eratures Tern F 45.746 0 End Ma nitude k/ ... Start Location m ... End Location in % -.1 -.1 : 0 0 [C:\.~.\Binh\Desktop\Current Projects\2K16-60 Callaway Golf HQ\T209.r2d] Pages : .PSE : 2K16-60 A._ PRIME JOB: 2K16-60 "1 STRUCTURAL DATE: 04/26/16 Apr 26, 2016 EXISTING JO~ ENGINEERS SHT: 16 b°~~c:~d By: __ LDM Direction k*s"2/in k*in"2 1 L . X RISA-20 Version 10.1.0 [C:\ ... \Binh\Desktop\Current Proj~cts\2K16-60 Callaway Golf HQ\T209:r2d] Page!:) PSE 2K16-60 Version 10.1.0 A_ PRIME J"OB: 2K16-60 ~ STRUCTURAL DATE: 0412st16 EXISTING J~ ENGINEERS SHT: 17 Apr 26, 2016 . 10:50AM Checked By: __ [C:\ ... \Binh\Desktop\Current Projects\2K16-60 Callaway Golf HQ\T209.r2d] Page 10. PSE 2K16-60 · RISA-2D Version 10.1.0 Jk. PRIME JOB: 2K16-60 ~ STRUCTURAL DATE: 04/26/16 Apr 26, 2016 EXISTING Jo~ ENGINEERS SHT: rn b°h!oc~~d By: __ [C:\ ... \Binh\Desktop\Current Projects\2K16-60 Callaway Golf HQ\T209.r2d] Page 11 : PSE : 2K16-60 RISA-2 Version 10.1.0 ~ PRIME JOB: 2K16-60 /1t1, STRUCTURAL DATE: 04/26/16 EXISTING J~ ENGINEERS SHT: 19 Apr26,2016 10:50AM Checked By: __ [C:\ ... \Binh\Desktop\Current Projects\2K16-60 Callaway Golf HQ\T209.r2d] · Page 12 Loads: LC 2. LC2: D + SEISMIC Results for LC 2, LC2: D + SEISMIC PSE 2K16-60 EXISTING JOIST ~ --13.1k SK-2 Apr 26, 2016 at 10:51 AM T209.r2d ~~ ,~; t.tj 00 ,:j z~~I Sc:::~· z ~ 1---1 t.tj ~ a::· ~~trj 00 I;:! .... .~,~ ~ N _. ;o 9" ..... Cl'> 0 Company Designer Job Num r PSE 2K16-60 Jt. PRIME JOB: 2K16-60 ~£ STRUCTURAL DATE: 04/26/16 Apr 26, 2016 ~ · 10:52AM EXISTING JO~£,a, ENGINEERS SHT: 21 Checked By: __ 1 eratures [C:\ ... \Binh\Desktop\Current Projects\2K16-60 Callaway Golf HQ\T209.r2d] Company. Designer Job Num er PSE 2K16-60 · A._ p RIME JOB: 2K16-60 . i'r£ STRUCTURAL DATE: o4t26t16 ~8!5;6,A.~016 · · EXISTING JO~ ENGINEERS SHT: 22 Checked By: __ eratures Continued 0 ·Member Distributed Loads BLC 4: NE ember Label O· 0 [C:\ ... \Binh\Desktop\Current Projects\2K16-60-Callaway Golf HQ\T209.r2d] Page 14 1 PSE 2K16-60 Join Label N33 RISA-2D Version 10.1.0 A PRIME JOB: 2K16°60 ~ STRUCTURAL DATE: 04/26/16 Apr 26, 2016 · EXISTING JolJ12, ~NGINEERS SHT: 23 boh!2c:1d By:_ Direction X [C:\ ... \Binh\Desktop\Current Projects\2K16-60 Callaway Golf HQ\T209.r2d] Page 15 97 PSE 2K16-60 RISA-2D Version 10.1.0 A._ PRIME JOB: 2K16-60 "1 STRUCTURAL DATE: 04/26/16Apr 26• 2016 -~ 10:52AM EXISTING JOI~£~ ENGINEERS SHT: 24 Checked By:_ -3.4713 [C:\ ... \Binh\Desktop\Current Projects\2K16-60 Callaway Golf HQ\T209.r2d] Page 16 PSE 2K16-60 RISA-2D Version 10.1.0 A._ PRIME JOB: 2K16~60 ~ STRUCTURAL DATE: 04/26/16 . 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J . tW" .. · 6 <r>< I¾ \< /:f CA-. @ /b LI P.c. /. e' ,~r- t-~. -z_., ~ t)' ·e? 2-.~ {. u. ~. rf A_ PRIME JOB: 2K16-60 ~ STRUCTURAL DATE: os10911 i, Jla/~~ ENGINEERS SHT: 29 In ClarkWestern Building Systems- cw Tech_Support: (888) 437-3244 clarkwestern.com . . 2007 North American SpecificatiQn ASD ·. DATE: 5/3/2016 Callaway Golf Data Center CJ-1 ESIGNATION: 800S250-54 [50] Single 8.000 in 2.500.in 2.500 in -0.625 in 1.500 in Design Thickness= Inside Corner Radius = · Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Floor Sol er Design Data -Simple Span Joi Span 21.§.9,fl___ Joist Spacing 16.0 in De d Load =~f _ //J{JS,: f-~ . Liv Load= 20_.o psf_ . j'~F Check Fl xure ~a:s. ~ · Mm x = 2696 _Ft-Lb <=·Ma = 3805.Ft-Lb & Ma(distortional) = 3261 Ft-Lb K-p i for Distortional Buckling = 0 lb*in/in Check De ection Tot I Load Deft Limit: L/240 Tot I Load Defl. = 1.019 in Liv Lead Deft Limit: U360 Liv Load Deft. = 0.'582 in Total Load Defl. Ratio= L/253 Live Load Defl. Ratio = L/443 Check W b Crippling We Crippling capacity not reduced for p1,mchouts near ends of member Rm x= 502 lb · · l;n Bearing Length = 3.50 in Ra 872 lb >= Rmax,· stiffeners not required Checks ar Vm x=502Ib Sh ar capacity ·not reduced for pulichouts near ends of member· Va 2091" lb >= Vmax 0.0566 in 0.0849 in_ 50.0 ksi 50.0 ksi 4.000 in ClarkWestern Building Systems CW Tec-h .Support: (888) 437-3244 · clarkwestern.com Jt.. PRIME JOB: 2K16-60 A_ · STRUCTURAL DA~: os109116 li7£va ENGINEERS SHT: 30 In 2007 North American Specification ASD . DATE: 5/3/2016 Callaway Golf Data Center CJ.-1 ESIGNAT.ION: 800S162-43 (33] Single 8.000 in 1.625 in 1.625 in . 0.500 ih 1.500 in Design Thickness = Inside Corner Radius= Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = . · Floor Sol er Design Data -Simple Span Joi $pan 7.50 ft . Joist Spacing 16.0 in . De Load= 15.0 psf Liv ~cad = 20.0 psf Check fl xure Mm x = 328 Ft-Lb<= Ma= 1678 Ft-Lb & Ma(distortional) = 1527 Ft-Lb K-p i for Distortional Buckling = . O lb*in/in Check De lection Tot I Load Defl Limit: U240 Tot I Load Deft.= 0.025 in Liv Load Defl Limit: U360 Liv Load Deft.= 0.014 in Total Load Deft. -Ratio = L/3617 Live Load Defl. Ratio= L/6329 Check W b Crippling We Crfppling capacity not reduced for punchouts near ends of member Rm x= 175 lb En Bearing Length = 3.50 in Ra 381 lb>= Rinax, stiffeners· not required . . CheckSh ar Vm x= 175 lb Sh ar capacity not reduced for punchouts near ends of member Va 1051 lb >= Vmax 0.0451 in 0.0712 in 33.0 ksi 33.0 ksi 4.000'in A PRIME JOB: 2K16-60. A STRUCTURAL DATE: 05/09/16 ' C.larkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com liii7£'Vi'lf:> ENGINEERS SHT: 31 2007 North American Specification ASD DATE: 5/3/2016 · Callaway Golf Data Center CJ-1 SECTION DESIGNATION: 800S162-43 (33] Single 8.000 in 1.625 in 1.625 in· 0.500 in 1.500 in . ' Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = · Floor Sol er Design Data -SJmple Span Joi t Span 14.00 ft Joist Spacing 16.0 in De d Load = 15.0 psf Liv Load= 20.0 psf Che~k Fl xure M x = 1143 Ft-Lb<= Ma= 1678 Ft-Lb & Ma(distortional) = 1527 Ft-Lb K-p . i for Distortional Buckling = O lb*in/in Check D flection Tot I Load Deft Limit: U240 Tot I Load Defl. = 0.302 in Liv Load Defl Limit: L/360 Liv Load Defl. =-0.173 in Total Load Defl. Ratio = U556 Live Load Defl. Ratio = U973 Check W I) ·Crippling We Crippling capacity not reduced for punchouts near ends of member R x= 327 lb En Bearing Length = 3.50 in Ra 381 lb >= Rmax, stiffeners not required Check S ear Vm x= 327 lb Sh ar capacity not reduced for punchouts near ends of member Va .1051 lb >=Vmax o.o4s1 in 0.0712 in 33.0 ksi 33.0 ksi 4.000 in ••••••··~·--·""''. --·· :•-M•M•••••"--•1•• -·· 1·-·-"<i .. --·-·1--••••! : : ....... J ....... : , ___ : --·": ··----~----·--=-···-··t·----··~.;.• ..•. :_ . ' ; ' l I • ~ !· ~ ': ! ! . ~--: :-~:-~~~ -~ : -••::: _~:; _=~-=-·: __ -;~ ~: -:}:--; ·~••·;: :~i=:; :~:i~:-::-~ ~ :?~= -i -. i=! =:J ·:•:-i ::-i --! : :: l-_:/. -:-; :·=L-_ : __ -i• ' '" 1· .... "'"; ·-· -·· ·-" • 1 ··-·· ·-~-----· '"' '' • ·---··-··' 1· .... -· ! ·-• ··--·. ··--·· ··-.. ' .. ' ····:· ·----··:· .. l • ' ••• ' -·-.-' ~1 ... ··-···--' ... --· ..... " •• ;. '"' -·~ • -"··: ·--· -J ClarkWestern· Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com ! ! 2007 North· American-Specificatic:>n ASD : . DATE: S/4/2016 ; . SECTION DESIGNATION: 400S162-43 [33] Single Section · mensions: Web Haig t= - Top Flang = Bottom Fl nge = . Stiffening ip = Inside Co er Radius = . Punchout idth = Punchout ength = Design T ickness = Steel Pro erties: Fy= Fu= Fya= 4.000 in 1.625 in 1.625 in 0.500 in 0.07-12 in 1.500 in 4.000 in 0.0451 in 33.000 ksi 45.000 ksi 33.000 ksi I i . I COMBINED AXIAL AND ~ENDING LOAD i . ! INPUT~ RAMETERS Overall . II Height= 11.0 Lateral L d = 5.0 psf Lateral L d Multiplied by 1.00 for interaction checks Listed All wable·Ax_ial Load multiplied by 1.00 fqr interaction checks Lateral lo d not modified for deflection calculations Studs Co sidered Fully Braced for Bending K-phl (fie ure) for Distortional Buckling = 0.00 lb*in/in K-phi (axi I) for Distortional Buckling = 0.00 lb*in/in SPACING BRACING 12in 16in NONE 760 725 > (,,"?i't' _ MID Pt 1903 -1804 THIRD Pt 2459 2321 SHEATH 2 $IDES NIA N/A . DEFLECTION U2109 L/1581 i I I ! I I i A._ PRIME JOB: 2K16-60 A STRUCTURAL DATE: 05/09/16 El/£~ ENGINEERS SHT: 33 Maxim.um KUr_ 218 · 109 83 83 Note: Axial loads for sheathing braced design are based on the No' h American Standard for Cold-Formed Steel Framing-Wall Stud Design, 2007 Edition ith 1/2 inch gypsum sheathing and No. 6 fasteners max 12 inches on center · ClarkWestern Building Systems CW Tech Support: (888) 437-3244 darkwestern.com ; A._ PRIME JOB: 2K16-60 i .A. STRUCTURAL DATE: 05/09/16 l za;~~ ENGINEERS SHT: 35 I 2007 North American Specification ASD : DATE: 5/4/2016 I CG HQ -Data· Center Header i SECTION DESIGNATION: 400S162-54 (50] (2} Boxed In 4.000 in 1.625 in 1.625 in 0.500 in 1.500 in Design Thickness= Inside Corner Radius ; Yield Point, Fy = ! Fy With Cold-Work, Fi a = -Punchout Length = , Header/8 am Solver Design Data -Simple Span Deflection Limit L/360 l He der/Beam Span 6.20 ft De d Load = 394.0 lb/ft DL Multiplied by 1.00 for Strength : hecks I Ch_eck Fl xure lnp t Flexural Bracing: None Cb-1.14 lyy Bqx) = 1.417 inA4 J ( ox)= 2.515 inA4 - Lu 807.0 in M ax = 1893 Ft-Lb <= Ma = 2483 Ft-Lb l Check D flection De lection Limit: L/360 Ma imum Deflection = 0.202 in Deflection Ratio = L7 ba Checks ear , V ax= 1221 lb (Including Flexural Load Multiplier) Sh ar capacity not reduced for punchouts nea( ends of member Va 67 43 lb >= Vmax Check b Crippling R ax= 1221 lb (Including Flexural Load Multiplier) W b Crippling capacity not-reduced for punchouts near ends of member En Bearing Length = 1.00 in · Ra =· 1256 lb >= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in ~~-r::r-:_~; :r=~£f J2J~J~LT~.[I]~~~~~IJ_ll1.~~i,~;i~~~:-,,;.:: ··.~--:... ' ' ·,' . 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REFERENCE . . .. MATERIAL. ----~-·""' . . -~....;.....~...; · ..... i ..... -~-·. . i : . -"--~~1{~ss . ·-~"L1$ir$ ~ ~-8l/ft9aq°;1.;2;3: -T112 J -r--8° :Cj 8N_00075 d-~ -CAI!iLAWAY "GOLF . j , : ! BAS-E LE QTH '5'4-11 /2 -WORK'ING IiENGTH , DEPTH 5',i,J 'i i/2· . i 48 Q ' -'.5C. -P-ANL . . LE::: 1-0.":' 0 'TC. -PA.NL · : LiE= · 4,_-_; 9 FIRST . . -DF-'1:E:;:: 1.:.: .. 5 .3/ 4 FIRST D. AG-LE= 11~ 5 3/4 DEPTHS 5 -BC. PANELS .AT 8-:o -END ·stRUT TILTED - :s:PEC-IAL .= :1sT c.oMI? ·1 . ! i . CENTERL"IN-E= = 4 8 ..• 9 O O ---r ! . . MULTIP.L· · LOAPING:·_:·D;L + LL EfF DEPTJ! 45.746 RE-=. :).0-b RE= 4·-:9 RUN .ON 5-13-9$ RE:;: i.. 5 .3./_4 RE=: 11---5 -3 /4 :RE= 4·8. 0.00 : / PT LOAD OF -~, $.{JO LB.'S AT 1?,ANEl;;_ -~T 7 ,27. 48 !.LE 27 .-48 1 RE . PT LOAD. Q_lr _ ; :.$;Co ~B·-~_:. ,;."-F :l?A;NE~ .l?.T 7 :27; 48 i_L}1! ·2'7 .-4.$ t.~$ EXTRA S EAR-ADDED·-: TO. EACH: .. 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'-10· t 87.9 9 ws -,s1., 4s·.$-i .i:1.~ t 9.?;a -~_14, 79.9 10 wt -·s:1, 4sa< _. -11 ,·s1G. ·-1.s., 71-.$ 11 W3-. .. -:~.8, 51.2: 7.7 t 8-16 r-23,.~_7'7 TILT·ED E ·-_ -STRUT· : 1 vis · ... 75i l.4:(t _. _ _. -77, s-16 s, ¾13· 12 W2 .-. · .... 7~·1;1:4:6,[ ·o· -.~29; 52Q -9 / 43.4 .. 31,.0-82" :3·4 3'81 I,. . .. -2-8, 69·9 23.·, 0.11- ... 17 ,_33'5- ""l 7 l:335· 23, 01·7 -_ 2 8., .6..:l0 3'4-,_:i81 !"'-3.1, 0.82· -9. ,4_34 95 ,· soi 1. 701 TJ :85 '"·l . 0 7 2 4 9 . 0 6 i_A4·9 :e;~(~·3q ~-l ._4·49. 66 .-3 o· 1.44:9 66.!'3.0 ;...1 .44,9 '66 .·3-0 . 1, .. 44.9-6'6-_.-3 0 ..;_1 . 44·9 . 66 • 3 0 .1,, ~4::9 .t~ ~: io \:.,,1 .:44 9 -6 6 • '3.0 1.07.2 49.06 4-9· io-o "11-?"'3/~ 15-'5-3./4 19. -:-$: .3 /4 . '23'.~ :S 3L_L ·27-5 3/4; 3-3.-$" 3/4 -~s-·s .3./4 . 39-.5 .3'/'4 43-:. 5 3/4 -1._7 .. Q.·1 :· 77. s-s ,5p,.. ·.2 1/2· --2 ~ 7'6 .. 6 12~_.-ss-44--ii' ·112 -·: ~---.. -· ·sm-VERTICALS 13 SE-"S.Q. ~~ --3:1:, 7·66 ..;31, 766 -1 .. o-ob :4!:L-74 1 • 14 Vl END. 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RE=· 1-5 3/4· ·R.E:=·: 1:(-$. ~/4 LE::: 48.-000 ' ' I CENTERLIN~= : 4 8 . ·.0:-0.0 ~ i ! . RE.=; 4.8 ~ o·o.o· .• l i .PT I.,OAB .9,·! SQ.O LBS AT PANE'.4 biT· 7 27. 4;:g r LE 27. 48 1RE· . PT .LOAP ,F . '_ 500_ -~BS -AT J?.A!'f'.$J:f t)T 7 2'7 ,-4,8 'LE -27 .4,8.1"RE HORI;Z.ON. L FORCES-":.AT· EN'.PS ~-' LE.FT. : ND -. TC·~· . :i:3.:; {o_"C) • o_:o -$C=,, ; 0 •. o;o RIGHT· ·T.o.=· ~l3 ,.10.0. c:rn . ·:ac=-I .o .. oo. EXTRA ·SH ~ -ADPED :Tq. ElACH WEB=-·5.0-.0q UNIFO~ _,C ·:c,QAP-= ;8,~7. tn'U,FO~ iB€/ LOAD;= 0 REAdT:tON 'Rl,= .+\2°8',;-4,08.8.l ~~=:.+:2:8)4q·G.8l MIN SHR= 7,.i:o·:i_.70 TL:::o 56.,··81"3;-6-2 -.... --... "' -.. · .. _ -..;-STRES:s AN~LYSIS -------8 ·----- NO· ·.MEM TC. .F i BC li ... .. . :sHJ~iAA. . WEB-F CBC WEB L PJ;> D.ISTANCE .1 W2 · --:$1,3i0:8·: .-. o 2:6, .. ~42. ·S-6,9.87 ·2.766 ·12EL55 -o~ 2· TILTED E:: _. . $TRJ.iT '., i · ·o· vi:s. -74.-/f3°:~:2. i .. o· 4, 8'47, , ·, wf · -74 ,'.~ii :. · <5·9 ,.-911 :ti:", S.9l ~-·W4 .~ iOO, :8~ '7.. !. : 6:9.,. -~i:;i. .. _:i;._.s.,,§.9?. 4. ws -~100·,·:04 .. 7 i ·-:-1oa ,.-9.,a.6· . :· 13, s'-61 s ·W6 ;..·;;L.25°"; :72•7 ;. 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CS.C-: WEB. t· PP :DI;STANC-E 1 w2 -.ss, .. 10:a-: o :2:'6,4[42; :8.ff,987 2<1=6:6 ·1:2~.-ss-o-2- TILTED E· ·.. ·ST-RUT . , ! ' . ViS· .. -.-4-g:·,jJif3-2-( 0 4, 8,:4 7; '- ..... "''..\. . . i W-3.· · -·f$.,43·~; ·-6'.9·1 911-·21,5)95' "--'s w4· -·7-:4, fA.7 : :6-9., 911 . 1·6-, 9:91- 4 WS-· -:-·14., 6-'49 : 1:Cil_, 98·6 . 13·., s:5~: 5 WG -~9., 52.7 i :1.0l; 98'6 1p·., 1~1, 6 w1-.. _9:sl, $-27 : ·t19-·., 672 · -6, 7p.3: 7 W7 · ... 9_9.:l 5-~-7 : 1:19·, .6?2 :-,·6 ~ 7\14_ ·s ·we. ..._ffi·:1·S'i7 _: 10;11s.ss ·-:·1-0,1~4.: ~ WS· .'77·4;6.4,7: 101·;.9·86. -l.~1 _5(70., 10 W:4-.. -.74.t 64"'.7 · 1 ' 6.'9 t 9-+i •) .. 6.-,-._9~8; 1-1 W3· ·-.-4'8,,·43'2 ·.;' ·,. ~:S:r, ~ll . ·~2-1.t,595.:. -8';'249 -·28-~ 527 3'1: 885 . 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SS ·15 ·v~·. · t~TEi1trot.t:.: · · · _ :3 r42a_:: -j ;,.~'28: · :_:i.:o:op ·4s. 7.~ MAX. ·TC.: C_,; P~E$:S.IbN:.~ ··.:.,9_,9, ~27<·1~:'.. ~ ;a·t'. ~E~S:IO;N'=·. :t:1$ .. ,_ 6.7~_.57 MAX TNT C PANEL-: LENGTH = ·4a. 00 MAX, I.NT· BC Pll.NEL LENGTH =· . . : .. '. ·. f •.''!,•'. . ·'···· ,'. .. . . ·~ .. ,: .: •-!It.). .. • •• j -+· .... . -~ -9.6-:. 0.0. I I, I ,. I • 1 I I . I ; . . :: . ! ~ -___ ,., _____ ·-·---·--. :_-·-:-.. ·-... -· ·.···· -·· ~--···i . ; . . . '• ! . ;. .,.. . ,.,. STRESS · . A-LYs·rs·.; ... 4,-8L'l!'.9·iro / :1,.?:3.. ,·X.112-~-Til,j, t SN0-0:075· 01 · G:A·l;J~~y G.QL.r· Ri:}l'f· QN 5-.13:-98: BASE· LE .GTH· . ·s4:-·;rr :. )1.·._ WORKi....NG· LENGT:H. $,·4:~.: ·7 i/2. '< • : ; DEPTH ,.4:s (, "'Bb PA.NL. LE= . 1:ot, -o:·. TC. i?i.N:i:/ :' °t~~ .· 4~-.§.' "F'IRST... .. . ~-F "i:;E=; . 1 ·;.--5. 3./ 4 lit'.RS'I' p AGf LE= 11.7 .-._5 3./ 4 DEPTHS 5 ·ac: PANE~S AT 8.-0 · END. ·stRu.T irrvrEo ·-s;:P-EC:tA.t: ·1:s·T t!6"MP· . ·: . .. ~ : . .. . . . i : -CENT,E:R~IJ= .. i ... ·.· . : : 4-8·. 000 ;·~o1¢)tN"q ;: ; :ot: + o .. -i s-(t;r;· .+ / .. h·11;i> i : i ; EFF. ·oE'lt.TH , 4·5_.·.-7:4_6:.· RE= ·i:o ... 0 ... · ·. RE::. 4-9· .RE::; 1-s. 3{.4 . . ·RE== l·l • 5 '3../4, RB= 1-8 ... Q O.P -P+ LO~. ~/$ .. PO LBS.AT PANEJ ;T 7 27.-4·8'.LE 27,.·4:13.'RE. -PT LOAD "F' ; s·oo LBS AT l?ANEi.· PT 7 27' ~-?. i'LE ~7, 4.-8.1 RE · .HOltIZQN 'L FOR(tE:'$ :Ai1' ENDS [ _ .. .. LBnir .N.c), T0;,.. : .Q:,; ~.2-S .·oo _:BC= ! , 0 .:o·:o:. RIGHT 'ND . TC=-->:~!';. S:2_5 •. O'O. -.-~C? i ; . 0. (10. EX'rRA 'SE; :AR ~D$.D '.'.l;'O' ijA~l{ WE:S~ ··.so;oo, '. . UNIFORM :c tOAD= . : 9:4:$. ~'S ·UN.I-FORM ·BC :LOAD= .0 REAcrrri::i· . ·. R:i= :+io,1;·.'92:~. 39 · -Ri-_== +3.P !!s-2,·6. 39· . MrN' .sa~= 1,. ·i~1..60-TL~ 6.1 I Bs-2 .,1 a . .;, --·-.-·-·-.. 1 .. ~-':':'"'! ..... 'S'l'REsS· ANALYSI-S -------.. -..,..;·-·- N0 MEM' TC ·F. . -: BC F .. · ·-... :SH:sAR WEB-F CSC WEB· L l?.P .:'.QIS.1-JWCE 1 w.2 ... --s~,.-9·,:a.,1-l ·· o·. . 2J3, .. ~s.i' _93:,2.12 :z. 766' i:2~-.-~s .()".;· 2.: TILTED. El , ·. STR.T.:t)i ._: ! . . V'i:S ·:. ~-7~:,:ij;9.:'.2:°: ·.O: 5 ~ 3\5_.9;. _.,,) .. · 'W3 :· '"'7:.~:;_-s:s::~: .. '. · ·,s, ·a,1{0 _··2:1, 3l{fll 1 '~ W4 -.io4.,~:as·s .. \· _·. 7.s, ;8.~.o-. ·.1.a., ~is.§ 4 ws -104,a·.s.s :-.. ~:1,.0,,~~-7_ _'1.4,4:;9-2; 5 w~ .: l 3l, '2;~ .. s; : . ;1.::i.o ., 23. 7 l 0:, 6;9.5' 6 W7. ·~13.l,,;rn_s: <:Jii:B'.1-69:8: · 6., 8\98. 7 w1 .:.:1~ .. i;.:2's-s, :. · ··12·$, G-!if8 ... -~:, a;~s: 8 w.6 ;.,0,;31.,:2·a,~ .. : .-.~:10,., 4:'3,7" _ ·-.lP,, 6i9S; 9 ws ·:,;·1'.64.,·,~,~:S-. 1 .·.::q.:.o., :n.? · . --1.4., 4\92' 1q . W4 .~10J,,p:~i?< . 1~·, ·a40 '718 .. , 2/S·!i :I:l :if3: . -76 I -~9_2. '. 7 s.! 84:()· -,2-3:, 3181. TIL":i;ED E· ·$:TRUT:' · · . -,9; ~3-$ -~3.'0 ,44.;3 :'3:3 ( ·-7 5 7_ -28'~ 253 2,2;_ 750 -;1 rr;_ 2-4 t;i -·11-, 24:'6 ' 22·, 75'0 -28-, -25:3 · 3-3, 751 --30·· 4-43 I. . 1 .-101 -77 _. as· 4·-. 9· . ~~.6ii -~9.0~ 10-Q · 1-~· 4.4;,9 6 .6 • 3 -o .· 1.:t:-. $ .. -~ ! 4 ~-1 .. 4·49 :6:.91.~q is:-·s· ·3;4; 1.4·4:9·.-: .6.6',30 1·9-5·, 3/4 ·-1.,'{4~ .. ·.6:Es°.30 2.3.-.. s.·s;,4 l--.·4.49... 6·6 .• 3'0· '1..7.-5 3/~ .. ~-1 . ..44--~ '6·.6 ! 3'0 3·.l-·-5 .3./4.- 1. 44~-· ~'.6. 3Q l!?.-_5.' ~/4' _.., 1 • 44.9. . $.,6: .. 3 o ;nr-: s .· _J/4 ,1..-012-4Q. o~ ·4_3-_ s· -3/4 V-lS -.83 ., 9,9,7: :· 12 W2 .. -a:3,:, 9·g:7· i". 7.5 I 84~ ~", .3;6:9; .:.9 I 1.38 -1., 701 · ·77, 85, 'fr(}-. 2 1/1, -·o. ~-2lh 7pli 9.3; 372 -·2'._. 76~-·i,1·6 .. $:$ .... ~ .. ~ .. .;(1 ;1/'i 13 S.E. p.Q' ~m.J . '. -~'.--··--·sm v~~;;.[!:LS--301 ~~6.. )., __ , bQO 4.5 .-1:4 ~- 14 Vl END .. PNL : : ·s;; 3;69; -.9, l..3.;8_ . ·1. 7'01 7-7 .. 85 .1s w ·~1¢rERI:QR· :-. · · '.j, 7~7, -'3, 79.7 ,1 •. trncr . 45 ~ 7~. MAX rrc 0 ~P.'.R~S.'$·;J;Q:c{,.=,,).3,l, 2:85 •. co· ! MAX BC: TENSION==-'12{3,,.6:9~·.40 MAX -I~ . ~ :ll>~·E·+i. :·urN.GTli =. 4·g. bo P~AX INT .13c PJl.:NEi, .;L._$:i'r~:TR .=: . i}''.;'..'t· .. ~ ' .. \.','.f!.i·. ~ ··t ,,· ... ·t.i·.r, • ·· .. ~-> •• "· . ·, . . : ' J!f . : ' ; -~ 9.6 .. 00 I I· . ·j. I ; J I l -I I I I i' ----.,t;~ . ·-. : ·. ! ·:': ... ' . · .. ·;. 1· ~ --.. -----·. · ,stR-t.ss .,. · ··~~1s1s 1 ~-~ti¼~:s0-/i--2:3 :;r;t:u.a:L ·r?.<-'-'l ,·.' ' ~. . BN.0:0075.. Q:l . C~tµ:Z\WAY ·qor.w ; '. : . ! DEl?TI{S MULTIPL · ··LOADINGt (··DL. + ·DEPTH ; :4'.8 s .ac P ANE:is -AT s-o: :END STRUT-: ·-T:ILTEb :s:i~Ec'I.At/ · 1:sT· coM-P . ½ ! l . · CEN.'I'~RLJN~=-; '4.8. 000' • l . : l O·. 75·(:µL'. +/-! WL) ! ' i ! Ef.]f. ·.J;l_E~tli 4!$ .··%4:6 RUN ON: 5-'13,;._98··· P..?= . l·O ~ 0- Jl;E:;;: ·4-·9·. -R-E::i 1-5 ~J 4 R].1= ·;11-5 3./ 4 R'.$=:= -~.-8. QO.O ; . . -PT Lp:AD Q_f.' ·"$-,i5.0.0 ~~$; ~?; i)?l,lN.E~. r.t 7 2·7. 4;8. ! LE: · :21 ~ 4$ t·R'E·. , -PT LOAD· OF_. · ·t_ ,,5(¢iJ L'.$.Si ..l\T IPAN:S:+i PT· 7 '27. 4jj-·, LEl i 2-7. 4:1?,.'1 RE. HORI-ZG . : · ·FQRCES.l Acrt ENDS ' · t;l3'F'r ~NP ·Te= · ·;·. :..:.9.,.j ·82-S, « o·o· :B'C-= ; : ·RJ.:Gl:l'.;t' ~~ · . 'l,'.Q=··. 'i' ,Q ... , .&2 S . Q:9-. ;BC= I : ,:mxr.rRA S· EA,R A;PDEr(·ir:O·· ':!t~cif W-E.B=:· s.0,6·0.' , 0 •. oo o ... oo· UN.I FORM · Td~. LO~~ :.,_9:4;9. 2-5· -WIF6Rl_\f ·BC LOAD::: -o · .. REACTIO. S· ·Rl:;;. +3,0 }· . .9_2;6:. 3-9: -R2=°; +.3'0 i 9-2·6. 3-9 . MIN SH:R= : '7. 1· 1:i1. 60 !L'L= .. 6·1{·852 . ia . . . ... . .· ·-.~ ,.; . ..; -.. ,+ ... -..... --·-STRESS ANALYSIS --------___ .,..,. .NO MEM ·te F : BC·F· .. ,·. SHEAR. "WEB ·r· .. csc:-:·: W.EB-L. l?-1? DI.STANCE ·1 w2· .·-·~4:_·,·3:37: · 9 .. 2a~i$}. ~~-,~72 ;?.7$..6 ris·,~s-.. o .... :.~. ··· .. TILTED ... ·. $.TRl)T i . ; V1S · ··-sG ,-9-42 ! .. O· . · . · s·1 3-69 ·Q :i :. ,.:1;::·~-~l!. -----It.1:g · .. ftt:} 4 w?: ... --e·S I ~;_O.s_:·: .. ll.Q, .2,3·7-. '; i{·, ~,9"? 5 · W.6· ·--1L1;:6.3-·5:; ... :l·lQ, 2·3:7-10, ~9.S ·6· W7-·..:1.1·1,..63.5-l ·:/12'8, 6.9:8· . S~ $9:8. 7 ·w1 ~1li-,6~:s_·i p.::2:~,~9-a_. , -~;$:9~ -9.,"-13·8 -30 ,·4.43 33.; 7,s·7 ·-2-8 .25,3 . , .. 22.,. 75'0 -17 ,.:2.46 -11i246 ·22 "?5'0 . , . . . -2.8' I· 2 s·.~ 3'~. t 7·5-7 -3Q I, 44_3 1·. 70·1 · '7:'7. 8-S-. -L· 0-7-2 -49 • o·6. l . 4.4-9 '·6'6 • 3 0 -:i, .• 4.4,Q., .9.6.~-3.Q_ 1. 449 ,6:6 .. 3·0 -1. 4:4.9. ,6.6. 30 l·~:44.-9 ,66. 3'0. ...-·l .·14-.9 . :f~. 3.0 i .-4.4-9 . 96. ~-0- -1 . .-:4·4·9 ·6,6· . 3·0.-· · . l. 0 7.;r,: . ··4,9 • 0-'6: 4-9 ·10:-0 1:1-5. 3/4 ts--s· :3./ 4 · 19..:: 5. 3/4 . .23-5. 3/4 27-S:·3/4 .31.-5, "J/4 35-S 3/4 3,~-S 3/4 .4'3·-s· 3/4 -8· W'.6° '...:j,'1,l., 6··3".S.:: ,;LH).,·2·37 · ,-.10, ()·-9.!ii. · 9 ws-. ..·:a·s , . .-i o.$\ -; ·,1_:iJ5. ., ~ ~ 1 . · .... -1.4. , ~:9. 2. 10 W4 . -:8'5,J';:a:-o.s.-\ ; 1-s I if4()· 'r1'8., ~-8-~- 11 wa . -:s;6',':Q4·2::. · .. · ·7-51-$40 :::-:23, ~-at- TILTED_ ·E, .. :~5,:~q'T ·; ·.:,_· . . ·. .. i ,· . y;1._.~ ~'6:~,:~~-7.T ·:.· .. ··1s.,a4-.o .· ·s·,(~rQ.:~ --s·,13-s -1-.-·r-01 ·11 .• -ss· ·s·o-12. 1f~ 12 W2 -·64 3i3.7, .:.o ·'-::Z't3 ?-Si 93 .. ,3.7:2 ·-i.7'6·i:t·.J2i6.5°!3.·-4.-~._--_l·_l l/ .. 2° . . . : ' ., . ;:: '•. ---·-·-·-S'l?D VERTICALS ..... --.-Y, 1:3 SE SQ-1~~ .f . ·. 3·o:,·~-.i6:. -3'0.,.9.26.· · i.0.00· 4;·5.74 14 y1 '.E1NP· -P~L : ·. s·, ~-e~--~; 13,8. · 1:. 7·0·1 ·77. ·a-s. 15 . v.2· 'INT:~RiOR', . ~-.1 79-·v-. <h 7'91 · l.~.0-'fi>O' 45 .. 7·4 . MAX ·TC C <M~RE,S.,ti:¢~=,~ 1'.~'J. .. ,.'63··s: .. O 0:, \ --~ ·:ac T.ENS:r·o~~ _ 1.2 ~.:;: 6_Q 8 ~-4(f MAX . INT -.C:" ··PANElr LENGTH·· = . ·4:8 • :0 O l MAX. INT .BC P.ANSL J;.iBNG.TH. = · · 9 .6 . :0-0 : .;· ~ : . ., ' ....... ·::.·: .. .=..:..:.- ··'. . ! f ,. i ~ l .. ! :. ~ " . ' -~· I J _ .. , i .1, I I. I i I . ::· !'.' .... ~ ~· .7~ : . •, .. . , • 0 .'' • • •, •• ~ •• -. -~M ........ -M •: ·.·· '4'8LH9.'80 1'2-3 Tli2= ~3i?"9 . . . . .-.J. , ... ·SN0,0,07S:-:-O-l :OALLA.'WAY-G.OLF · · l· . ~-:, G i ·2 3 4 5 '6 7 .8 9 to 1.1 12 .. 1-3 1~ 15 I t ; MAX:CMO:r::r .: .. II?.Q.R:.l'f .,'LQl'.D:~ Tdl?. . _Cl-IQRP= .. ~a-d --~--:~- WE~-.. T$}~ 9.S, 501 ·o 34j-38:i _._.o. 23:, o:fi ·o .. o 23/0-17 ... 'b 34,; .3a·1 . l •' • ' .. ·o 95 ,.5'01 p . .Q ·.o W:'.Sl3-:·coM-.o -.3 l · ·-0·8.2'. .. 1 .• . 0 --?8', 6:!{9: tr ...i·l 1~ 3·'3.5' .-"17; 33·5 . o· -28;AiS9, 0. . -31,0SZ ·o -.31,-7/d:6 .-9 ;. •4',3·4· ·.3, 9Z.O. · --.---.-,··---fCQNSOLIDAT-E, :LEFT f·sdlUGHT ·w-.-·.-·--. .-.-: M.~M TO ,T~ _,1;(fpg~ ~t .-+?N l -~C co~ W.E~ :rri:N : -w~13·, ·coM lf --:a.a-.,.-9'-a.1 .-. o ' ! -o ~s:,-.st11: -o o --7:~ :, sSi.2 rri ·.a i-6 :o · ·_ : . .o -.31,. o:s:2· ,l 2 -3 ,,..:4 :. !t ···o -10'4,.~ $_5·~ ·7-7, a1,6 o 34; 3:81 o · o-.--1=04· .. l:rs:s--112< §.i:ra -.a ... -o: .:.:-2a ;-..6_:9:s -. ·o· ·-.iJ.i' 2ss i12.~.~.88 · '.() 23'-0;1i· · '(J '-'i? 9. ·7 8· ·_9 .. . . , 1 .. . I.. r . . . . q ·-i·:-r~,i~-s .i=~J;.:7·0·1 ··o :t; -i~ ,_j)s · 0 ' . 0 ·. ··o ·.O O , -3·1; 7.'6,6: r 0 ·O . · · -0 ·O' . O· ,. 9-~ •f3'4 o ·. o >o o o· ·· ' .. ·_ ... a ,,_.92'0:- ; :·[ ' ' .; ~ . . 1 QBQ i I 1 . .. -~ .. .. : . . . ~-.'!' ~. .RUN .ON 5-13-·98 ·i. .l ,, I __.;...;.~·~-~---·-· ------~·~,~.,~ .. -,....__..,.._...._ __ ~,-~.,:---".'"°.~-'....0--:.c .• ~.,;-,;-_ .. _~~--~---•~.c~•--.....,,--,--....,.,-,-.-,,--~ .. ~.-,-,",----,-...,,--,---, :-~. •, ... ···:~·.:·-}. ·<·. ·. -;-~ ·. :· . ... _,., r I -MEMBER . -t.iES:·: ~-?.:L~!~t8(0/lf2"3·: -Tiita) J~-9 8N00.075 .Q-1. CAJ;iLAWAY GOLF ·, , ·. ! : l' .r.:f"'J. . ·=· :~,.o.; OJJ 9, .•. 0.:0 o· ·:v.b ! 1 ;=;:. .3;.o ,. O"Cto .• o o o . · ... ::~im'.rNG :l'.i!9.~.. ·= :·· -~rn.:Q-• .-oq·o: · ASS.UMEP :~·ORCE" :,=i 1:t:t,:i85 .. 002 .. ·OUTSIDE-. D.~1?'rij, ·*· 4:8 .• -o;Q-O! AS·Sm,1ED EFF DEP.TH= ,4.S •. 7.~.6 .. ··B.C = 2.-: } t .. AAEA = .4··. SS.90 -.Y}xl. = 1:.:13:8·.o. Ryt :· = -2. 0$1.2 R:z -:;· . 0 •. 188Q·. BC UN:tF liOAD * ;1.1"-s . .-o:p·q: Sl i . · = t. $~04 ·s~L :=-;:-L.5230 ·Tc· .. ·::::: · .. :l·... ' . . ·1 .AREA = · -~·_.·8·5~9Q 'R*.· ·= -1. 23'5:0> · RZ·i ; = 0 -7;9:so Ryy . = :2. os1.:2 -y = J(~--~3:a·.o s1. :/·!= 3:.8.30.~:--ssl :·= 1-.5230 Qt.i · ;; ~~ooo·o· ACTUAL . E'.F·: DEPTH i~ · ·. ,45··. 7-2'4: GA~ ·$.E1~:EtE~--~,ijQR.P,i.;. 1. 000. ·.c6ka~crr rl,:· :-Lq~ :~o:~_.,1$:t.-1 ~.4.$·.:1-i:~: BC:! : :=t. -i3~, :rro. 3·s7 ·t/Rx ~-.. SL 1,.4~ ""(1$.I-ijCl: .. t =· -~-g •.. Q'.():.:. L/~y,:y·#?; "17. 550 US.!NG-.:L =; 36. o.o L/Rz =· .. o .. _·456. P'.$'tfytl··t .. =· 24 •. ·d.O·. --wrtH{FILLERS-: K= . ·. ©· .. 75 p·a = 27.,09.6-.l USil)TG'-L/&=· 30.4,.S-'· F 1 e=/ .175,7·43:.82 .Cm= 0;.947.-71 . MI-D l?AN L .MOMENT "=i= 7; 840.-. o·oo· PA!j"EL -I?O;tNT MOM = :is,·6·80. O .. Ob M.lP J?W. t -~};? ~ .• .i·; (l2.3 ~::r:9.9,_: .PA!iE.t »~xm· fb. -·s:, +:47 --~:~9 fa/J/a ·. .· ~ _·.: ·. . .Q ,'.8i17 · BENb"±NG RATI.O . ::; 6. 0-3 7· ~ to,·.: J$'ll'r-LE.R~}·7·:J-43·,,_s,.2t •. '82·,. MAX LOAD .NO F.ILLER=s 1·3.9 c082 .'4·:( . NO 't~TE , 1-0R Tf.:CL.;E~S--· RB.QUIRED . ; ' ! i TOP. CHO· ·. inp;: . : . o", 88-4·9,5 ·USKNG' -.itc-; . 4-2" = 4 :X. 4 X . 37;5, . ·. · ·: PP= · ;:z.a t1:1,~. sJ-1~so -: 1 · · . MAX SHE ... · CK;= 3,.-1.;,.a·i2. 5:5-1:42 AT·: JOIN·T: 7 ··Be sTRJis · ·;:;: 2.3Jo44.a-3·s.14 usll:NG BC:#,: 42 .= 4 x 4 x .. 2ts MAX SHE :GK1= ·-l:2).(l-7'6·-.1840.9 AT..:.J.O·INT f 2 ·: .. . • • . : i .• ("·:\'vIBl:NElD ;~o_TTo~.-,cJO:Rp stR~~s-~s;·_. _ I. ~ · ~,~-i'D-PA,NE · :; ·23:, S.6·6:.-976 .-PAAEJ;, POINT '. i ., . =· 2~--1. 6.71. ·12.9 END l?ANEL CHECt' ,W= 9.aq END PANE CHECK ;--= ... LE.BT. li:Ni:f .. LENGTH-= 55. 00 ~lA~ r;p __ i--.. ··. :·.,; ·_:-,:-~~_,:o:2·_z ... S,.~_ . AX~~~ STR~_S:S f-a ··= ~-4:-, '695 .:2.6· F.a· :-=--20-,97.5·.3:5. F'.~ · ·= 7;5 1 2.93.,.-8=8.- f:b PANEL :PT :·= ·.-;-13 /6.3·2~.89: fp lM-+D-:-PANEL -/1·"; 7:76 .-l-6: Cm . -~ -: . ·O .•. i~i.. f-a.lF?.i · := I : O .'7:0Q· P~mL "J?.T ·.· 28., ~-~=a: t1· ::l'4I_P .. 1?~*-5~~ o·. i:(r~.$ NO .F.I_Li,~~Sl: :riAR=-6"9·~ 19. · . . . ·..... . . . .. ~-'. . ' i ," l F:!.RST P. E·L C.HECIC':=· ·LE-FT··END. ·t.ENGTH ::::: i 80·. 75· AXIAL LO '.:._-· :.-=·'.: 76.;.-·6:29-.-S·!f AXIAL STRES-S f-a ,= ~-:l, 40:L. 51 · ·Fa 'i.=·:-ll/777.24:; ._F''·$ · . ·. -.$,:(;93·-Q.'ll _, fb l>i..NEt· 'PT . ::=, . .-.'. 1Bc; 63.2. 9:b .fb lr,uo·-:PANEL · =-· f::{, il~.l. 37 · c~ · · · · · ~ ·=:_ ··· :_c:i"Ji4:¢l t.~)ia· · .=· · 1 o·. G1s.-· l?AN):l!l;i ·~-'I' ·:. 2·.1,:03·4 ~ ~:: M:tb· -PAREL~-O·. ta-:§:o. .FILLERS . · . .:t).R=. t,,S. 3'8 . BOTTOM C ORD ·LfR.z:i ,:;_ .l-21..·8-27:· TC l.o;µi/~yy .== l 3.l~.-$·58 MAX BRii> ING CHECK. TC=. 2:9 ... :o..s) :sc:::;. : 41. 02 r .MOMENT :o·.,_· .r~~T:r~f ·· _s.,:9.94:_·7 ._LL. 3'~0~+; 374,_.-o '.~.: .. :\ ~0 . ,; .. '· ,--: ii, I t --· . : ....... I I . ! :. .,,.. ~. ~-f· -~. -. f I I I . I . ! I ·I ! ·I ! -I I I I . I i . I ·r ! I. . r I . I ............. ·---,----:---,--,....,...-,,.,.....,......,,..,.....,,,..__ .,.......,---=-· ~-~ .... ... . . ~.. . ... . . ~ ... ---. ~ ..... '·-·--....,-.:-...,......,_.,_.~!-:--"--:'--., . : . . .. ·: . . . -~ .. ·~ .. ·· -:· .... : . ·i . . . . l . -~ .t> :-. ·.· i l !· I ' .. . i _WE~ ~El~ l. · _N·; · 4.8L~_~t9 /}2.3 .. T:~_l.2_;j tr?b··r · -SN0.0075-·1 C;ALL]\WAY --G_OLF ; ! RPN :ON s-.-13 ... 9.a· . ---. .... --I --:~_--: ---· l I . . -e, -1c~.:·42 = -~--.;_ f -~---+~-7;:s.· l:{C= 42 = ·4· X: 4, .x. .. 375· . : .;.-~---,-~ iwEB-.DESIGN ----~--_ .. ; NUMBER 1 vfa · 2. -W3 3 Ji'.4 4-ws i1:ZE · Q.T£Y· · IiC:'ro'A;L. .T A1L-~W T t Aq':tU~-q AI:ilf.QW. .¢, W~tp 3.t'_/2-·:a \ ~~;:sQ~: ~nJJB4 i : . . _o 42,--Z84 .2s-.s 2,3·_ :2 B·-:-: -. o. . 4lF:to-1 : !3i,. o-a2 3-2 i 1-s.s 11.. ~ 2-0 2 ~: .·. ; 34,.,'3:8 .. l-3Es"f3'6·0 ! \ ·o; :2.i.; __ ~<2·:f i,4 ._9 ANGLE 'N'A:ME. '3 X 3 ·x ... 18':i -2 X i .X .18~7" :i. .. x:-.2-X -•. 156· .;a -:Ki :2 x-· -."2,16·. . s W6, 6 W7 /2-·4 ·2 -~-__ -, 0-·_ = 49.t'slo-j ii·s.r.6':9;3· 2'9,.JH,:; .9,..Q 15 .4 '.l3 i:l I 0,17 2 9 i 0:8-S ! Q" 14 ·r -~_-3 9· . 10 .• 9 i0 ·2· a: :· · o · ~·Etf: :~:e;o: I f1?·, .3·3_._s. . 2·1,_ s-:2':5. · ·1.. s ·1 3 /4 X l 3 / 4 X • 14:3 . 2 .X. -2 X .:l.-56 7 SE 8 -Vi 9 V-2 . TOTit WE 23 2· B: ·27 1 15 l _ ,·,_~ 3·6·4 : ~-·~ ! ' i •· •. f. i -:· -~· . .i·. !'i.... • ; .-. ·-·: .. -... : ..... _O o· 0- .,...,. ... _·: .STANDA!RD VERTICALS. -... '-:- 4~: J.' ~·.Q __ ? 1· ~.1_,_7q,~.-33,i'5r3 11._?-2;'X -~ X .. l87 _j_oJ75.4 I ;1:0-,..o-9.o-10, 9.-12-J . ~:-·-2_-1/2 x_ . 2 1/2 l-4 '(S-:4t4 i . ; 4.1_ 5_7·6· . .7, 3:3:2 . z, i: 1 .3/4 x 1 3/4 ) K-. .=1 Oi. 75-'MI-N--COMl?= 0. 25 • I • ·. r .. ··i: . :· !' ·r .. ! ' -; ; .-, ... -~· • i i i l ., i I i ~1 ~-- !- x. --~12 X .14·3 ~ : .. .. !_. _»,_· .... I A Heat Rejection-Liebert MC™ and Fin/Tube Condensers -4.0 · TM HEAT REJECTION-LIEBERT MC AND FIN/TUBE CONDENSERS All Liebert c~mdensers ai·e designed to work with the Liebert CRV. 4.1 l,.iebert MC Condenser Selections-600mm (24in.) and 300mm (12in.)CRV Units For best performance, lowest sound and most ei;tergy-effi.cient operation, Emerson recommends matching a Liebert CRV 20kW or 35kW air-cooled unit with a Liebert MC condenser. The Liebert MC provides greater heat rejection and lower ·condensing temperatures than the legacy fin-tube conden~er match-ups shown below. Table 12 Traditional open room 95°F (35°C)/23RH return air conditions Unit Outdoor De~_ign Ambient Temperature, °F (°C) Ihde or Model Width 95 (35) 100 (38) 105 (41) 110 (43) 115 (46) 120 (49) CR0 9RA 300mm (12in.) MCS028E1 MCM040E1 . MCM040E1 MCM040E1 MCL055E1 MCL0$5E1 CR0 WA CR0 i5A 600mm (24ln.) MCM040E1 MCL055E1 . MCL055E1 MCM080E1 MCM080E1 MCM080E1 *300 tnm (12in.) J?X model Table 13 Traditional open room 95°F (35°C)/23RH return air conditions, Liebert Quietline TM operation ' Outdoor Design Ambient.Temperature, °F (°C) lndc or Model Unit.Width 95 (35) 100 (38) 105 _(41), 110 (43) 115 (46) 120 (49) CR0 9RA 3001)'lin (1_2in.) - CR0 )QA MCS028E1 MCM040E1 MCL055E1 · . MCL055E1 MCM080E1 - CR0 ,5A· 600mm (?4In.) MCL055E1 MCL055E1 MCM080E1 MCM080E1 MCL110E1 - ··- 4.2 Dime_hsion~ and Weights-Liebert MC Condense-rs.·_ Table 14 Condenser net weights, shipping weights, dimensi_on·~ and volume, approximate ... Domestic Packaging : Ex~ort Packaging Packaged Dimensions ·vtu~e Packaged Dimensions Volume Mod ~I# Weight, lb (kg) (LxWxH), in. (cm) f (m) Weight, lb (kg) (LxWxH), in. (cm) tt3 (ma) . MC~ 028 335 (152) 76x36x63 (193x91x160) 100 (2.8) 455 (206) 77x37x64{196x94x163) 106 (3.0) MCI\ 040 410 (186) 76x36x63(193x91x160) 100 (2.8) 535 (243) 77x37x64 (196x94x163). 106 (3.0) MCI\ 080 750 (340) 136x36x63(345x91x160) 179 (5.0 945 (429\ 137x37x64 348x94x163 188 (5.3) I MCL 055 525 (238) 76x36x63(193x91x160) 100 (2.8) 645 (293) 77x37x64(196x94x163) 106 (3.0) IVlvL 11U 'd1U \<ti;;) 1.:,ox-,oXo.:> \.:>"!-OXl:1 ,X10UJ 11::, \o.U) 111U \OU-') 1-,1x.:>1Xo"!-\;;4~Xl:l"l-X-to-'J 100 \o.;;) We ights are based on units with EC fans, units with AC fans may be slightly less. Ne and packaged weights will increase with factory options: legs taller than 18", coated coils and seismic options. Fie d-installed receivers also add to net weights. Consult factory for additional information. See Table 15 for weight added by ongerlegs. Table 15 Ccmdenser and option weight Additional Weight by Condenser Model, lb. (kg) MCS028 MCM040 MCM0S0 MCf:-055 MCL110 I eg Height 1 1 1 2 1 1 2 _ In. (mm) Circuit Circuit Circuit Circuits Circuit Circuit Circuits 18 (457) 154 (70) 231 (105) 441 (200) 441 (200) 344 (156) 602 (273). 602 (273) 36 (914) 286 (130) · 363 (165) 590 (268) 590 (268~ -486 (220) 766 (347) 766 (347) 48 (1219) 318 (144) 395 (179) 622 (282) 622 (282) "518 235) 798 (362) 798 (3q2) 60 (1524) 349 (158) 426 (193) 653 (296) 653 (296) 549 (249) 829 (376) 829 (376) Liebe rt Lee-Temp 55 (25) 55 (25) 100 (45) 110 (50) 60 (27) . 115 (52) 120 (54) Recei ver Coate d Coil 4 (2) 5 (2) 10 (5) 10 (5) 8(4) 16 (7) 16 (7) Conde ~ser + Ueberl Lee-Temp + Coated Coil= Total Weight . SourcE : DPN003034, Rev. 0 33 Liebert® CRV™ . " Site Preparation 2.1.1 Condenser and Options Net Weights Total unit weight is the _sum of the condenser weight with the selected legs plus the weight of any option. Source: DPN003034, Rev. 0 TablE 2 Condenser and option net weights-Small condensers Condenser Model MCS028 MCS056 Refrigeration Circuits 1 2 18" Leg 154 (70) 270 (122) Condenser Dry 36" Leg 286 (130)_ 419 (190) Weight, lb (kg) 48" Leg 318 (144) 451 {205) .60" Leg . 349 (158) 4~2 (219) Add ~ional Weight for Options, lb (kg) .. Liebert Lee-Temp 55 (25) 110 (50) Coated Coil 4 (2) 8 (4). Table 3 Condenser and option net weights-Medium condensers Condenser Model MCM040 MCM080 MCM160 Refrigeration Circuits 1 1 2 2 18" Leg 231 (105) 441 (200) 441 (200) 860 (390) Condenser Dry. 36" Leg 363 (165) 590 (268) 590 (268) ·1066 (484) Weig~t, lb (kg) 48" Leg·. 395 (179) · 622 (282) 622 (282) 1114 (505) 60" Leg 426 (193) 653 (296) 653 (296) 1160 (526) Addi .ional Weight for Options, lb (kg) Liebert Lee-Temp 55 (25) 100 (45) 110 (50) 220 (100) Liebert DSE Receiver DA080/085 ---88 (40) I iebert DSE Receiver DA 125/150/165 ---184 (83) Coatec;I Coil 5 (2) 10 (5) 10 (5) 20 (9) - Table 4 Condenser and option net weights-Large condensers : Condenser Model MCL055 MCL110 MCL165 MCL220 Refrigeration Circuits 1 1 2 1 1 2 18" Leg 344 (156) 602 (273) -602 (273) 891 (404) 1186 (538) 1186 (538) Condenser Dry 36" Leg 486(220)' 766 (347) 766 (347) 1136 (515) 1453 (659) 1453 (659) Weight, lb (kg) 48" Leg 518 (235) . . 798 (362) 798 (362) 1184 (537) 1501 (681) 1501 (681) 60" Leg 549(249) 829 (376). 829 (376) 1230 (558) 1547 (702) 1547 (702) Addi ional Weight for Options, lb (kg) Liebert Lee-Temp 60 (27) · 115 (52) 120 (54) 175 (79) 215 (98) 240 (109) Liebert DSE Receiver D/\080/085 45 (20) 90 (41) -45 (20) 90 (41) . . l iebert DSE Receiver DA125/150/165 -94 (43) 188 (85) 94 (43) 94'(43)' · 188 (85) Coated Coil 8 (4) · 16 (7) 16 (7) 24 (11) 32 (15) 32 (15) .. 7 Liebe~Mc™ Heat Rejection-Liebert MC™ and Fin/Tube Condensers Figur 22 Condense_r planning dimensional data-MCL055, MCL110 Mode # 575V Transformer Enclosure Option Emerson recommends a clearance of 36" (915mm) on each side for proper operation-and component ace.ass ANCHOR PLAN ...... ------E Dimensions, In. (mm) #of A* Fans A 575V B 1 68 76-1/8 56 (1727 (1935) (1423) 2 124-1/8 132-1/4 112-1/8 (3152) (3360) (2848) Source DPN002416, Rev. 4 Height, In. (mm) Model# D I Source DPN002416, Rev. 4 Liebe CRV™ Leg Height _F, In. (mm) 18 (457) 36 (914) 48 (1:.!19) 60 (1524) 36 -- See Figure 23 for typical footprint dimensions. WEIGHT lb. (kg) M(!L055: 344 (156) MCL110: 602 (273) DPN002416 Rev:4 ~ ( s Cross bracing required for legs longer than 18" 457mm); quantity varies per model and options elected Site Preparation Figur 5 Condenser planning dimensions-MCL055, MCL 110, MCL 165 and MCL220 without receivers 5 5V Transformer E closure Option C nsult factory for 5 5Vmodels. ·· Emerson.recommends a clearance of 36" (915mm) on each side for proper operation and component access ANCHOR PLAN Provided on 3-and 4-Fan Models #of A A* (575V) B C· Fans in. (mm) in. {mm) in. (mm) in. (mm) 1 68 76,;1/8 56 (1727) (1935) (1423) MCL 10 2 124-1/8 132-1/4 · 112-1/8 {3152) (3360) (2848) MCL 65 3 180-1/4 188-3/8 73-7/16 168-1/4 (4578) (4786) (1866) (4274) 4 236-5/16 244-1/4 129-9/16 224-3/8 (6003) (6211) (3291) (5699) Eyebolts for lifting condenser · provided on three-fan and four-models D E in. (mm) in. (mm) 54-3/8 (1381) 110-1/2 (2806) 110-1/2 56-1/8 (2806) (1425) 110-1/2 112~114 (2806) (2851) 55-1/2" (1409mm Leg H~~ht In. (mm) 18 (457) 36 (914) · 48 (1219) 60 (1524) See Figure 7 for typical footprint dimensions. DPN002416 Rev.4 G H ·1n. (mm) In. (m·m) 35-7/8 43-5/8 (911) (1108) 53-7/8 61-5/8 . (1368) (1565) 65-7/8 73-5/8 · (1673) (1870) 77-7/8 85-5/8 (1978) (2175) 1. 18 ' legs standard for all models. Cross-bracing required for legs longer than 18" (457mm). Quantity varies according to model and op ions. 2. S Tables 1 through 4 for weights, including added weight for lf;!gs of various lengths. 3. S rce: DPN002416, Rev. 2 11 Liebert® MC TM fLJ LITHONIA LIGHTING® - FEATURES & SPECIFICATIONS INTENDED USE -The PROTEON"' SL LED luminaire offers comme!dal building owneB, retaUers and institutions an innovative, continuous-row solution that better utilizes light to emphasize areas of focus while reducing energy. Using custom optics, the luminairecanprovide unparaReled uniformity and achieve ahorizontal-to-verticallightrationotattainable.throughprevioustechnologies. CONSTRUCTION -Extruded housing and heat sink made from 6063-15 aluminum a Dows for supelior thermal management to reduce both LED and drivertemperatures.Oearanodized finish is standard to resist saatching, cooosion and provide refined appearance. The joiners and modules are made from die-cast, zinc alloy which reduces electro-magnetic interference (EMI} and olfers improved thermals over alternative materials. .Joinels and modules are painted with baked enamel; five-stage iron phosphate pre-treatment ensures superior adhesion. OPTICS -Proprietaiy lensing engineered using precision-mold aaylic. The lenses work together with die-formed reflectors utilizing highly reflective WhiteOptic• coating to improve light on task. Optical patterns range from aisle-specific to open area distributions. Pixelation is eliminated through the use of lenticular ribs on each lens in combination with semi-diffuse OYedayinside the optical chamber. ELECTRICAL -L70 at 60,000 hours. Thermally protected, high-effidency driver(s) standard with 0-lOV dimmingdownto10%.Each4'or8'railcontainsooedriver.LEDlightenginefeaturesOSRAMDurisE5."JSN LEDs which use mating connectors to eliminate wiring inside optical chamber. LISTINGS-CSA listed to U5. and Canadian safety standards {UL 1598 and Q2.2N0.250.0-08). For use in damp locations. US patents pending. Suitable for ambient temperatures from +S°C (+41°F) to +40°( (+ 105"f). Designlights Consortium® (DLQ qualified product Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products list at www.designlights.org/OPL to confirm which versions are qualified. WARRANTY -5-year limited warranty. Complete warranty terms located at www.acuitybrands.com/CustomerResourcesCTerms and conditions.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 at 25 °C. Spedficationssutijectto changewithoutnotice. Catalog Number Notes Type lalGTH 4' 8' •n·l,IJ,li!Mi!IJ.14.tf.hmi-. Lead times wiH vary depending on options selected Consult with your sales representative. I I Ii PTMSL OSR2 . Series Distrillution Yoltige .Driver ----~-~----------~ ---...... ,-.... ____ --= .. ~ - PTNSL4 4' ADl Aisle, 11• off center MVOLT MVOLT OSR2 Osramdriver PTNSLB 8' AD2 Aisle, 24° off center 120 120V ND Narrow area 208 208V WD Widearea 240 240V 277 277V LED Linear Luminaire PTNSL CONFIGURATIONS NOMINAl:WMENS _ WATIAG~ }.ppiximately equivalent 3,500 40 2/3218 or1/54T5HO 7!.300 81 4/32T8 or 2/54T5HO Example· PTNSL AD2 MVOLT OSR2 41K 80CRI DSPD . . ~~o~r~,~~ering ind~ .. ,. -·· · Colortemperature . . ,"' -----,--,--------·~,..,._ -., -- 35K 3500K BOCRI BOCRI 41K 4100K SOK 5000K OpJjons ___________ -----··---_ ---.~-----------___ ,,_' -.~----· ,'. ___ , ---~--·-~-.,' ._~_;,----Joiner finish ----.. --' _,'. -~~·- CRE Continuous row, end, one end cap j PLR22LVG Alternating two-circuit through wire, low voltage / CS12Bl induded I PLR2ALVG Two-circuit through wire, with A circuit I CS2BL CRM Continuous row, middle, no end caps connected to driver j UPL2 included I PLR2BLVG Two-circuit through wire, with B circuit j NES7 PLRlG Single:-circuitthrough wire connected to driver PLR22G Two-circuit alternating, through wire I GLR Internal fast-blow fuse' ( E7W PlRllVG Single-drcuit through wire, low voltage I CS95BL Cord no plug, black' I PTNSLBRG XXX -~~:<kderos~<atc'!1'J-"!!~------------"'--~--------· AFAC120 Adjustable aircraft cable, 120"7 ZAC120 Oneadjustableaircraftcablewithc~nopy, 120"7 ZACFP120 One adjustable aircraft cable with feed (3 conductor] and canopy, 120" 7 ZACFPD120 One adjustable aircraft cable with feed {5 conductor) and canopy, 120" 7 ZAC240 One adjustableaircraftcablewithcanopy, 240"7 ZACFP240 One adjustable aircraft cable with feed (3 conductor) and canopy, 240" 7 Replacement~_._ :.. DPTNSL4 AD1 Aisle, 17° off center' DPTNSL4 AD2 Aisle, 24° off center• DPTNSL4 ND Narrow area• DPTNSL4 WO Wide area' ZACFPD240 One adjustable aircraft cable with feed (5 conductor) and canopy, 120" 7 TGCLP T-grid dips8 PTNSLSBL46 XXX Straight blade louver• INDUSTRIAL 277V twist-lock, black1i DSPD Textured 120V straight plug, black1·' dark gray Up light, non-dimming' DNA Natural Occupancy/sensor,.,,, aluminum DWH White Emergency battery pack" Bridge system for continuous row mounting• Notes 1 Mustspedfyvoltage. 2 All cords are 16/3, fl black. If plug Is lnduded voltage must be specified. Other configurations available, consultfactory. White cords available, replace BL with W. (EX. C593W). 3 Only available in 8' with LP835 and LP841. 4 Requlressomefieldassembly. 120or 277 volt only. Available as a factory option only. 5 Available with 8' unit only. 6 XXXdenotescolor(EX. PTNSLSBL46 DNA). 7 Bracket spacing for PTNSL4 mln,28", max.44";for PTNSLB min. 48", max. 8811• 8 Compatible with ZAC120, ZACFP120, ZAC240 and ZACFP240. 9 PTNSL4 two lenses per fixture; PTNSL8 four lenses per fixture. PTNSL ) PROTEON SL LED Dimensions All dimensions are in inches (centimeters) unless otherwise noted. Specifications subject to change without notice. Ro 00- D-1 l-1 50-3/4 !-----~-(128.9) -------t '• ~3-3/8 F,(s.s, 3-3/8 (8.6) ,: o,§-3-3/8 Fr(8.6) 96-3/4 ,__ ___________ (245.7) --------------! 3-3/8 (a6) Light Distributions AD1 ND AD2 WO Photometrics Seewww.lithonia.com (7LJ LfTHDNLA LIGHTING® PTNSL -An~cuityBrandsCompany INDUSTRIAL: One Lithonia Way Conyers, GA 30012 Phone: BOD-315-4963 fax: 770-9B1-B191 www.lithonia.com © 2012-2016 Acuity Brands Lighting, Inc. All rights reserved. Rev. 05/03/16 --· ---~-· ~----·----·---~------~ ------, . ...,_ -·---. STATE OF CALIFORNIA INDOOR LIGHTING -LIGHTING CONTROLS --... ·----·· ---___ ., __ .,.. _.,... ·-· ._, ,_., _, u ... ., • -• •-• •-, --•unu __ ,._, ,i 11\ CERTIFICATE OF COMPLIANCE NRCC-LTt-02-E Indoor Lighting· Lighting Controls (Page 1 of 3) Projec(NarnecaUaway Golf I Dale Prepared•os-12-2016 The NRCC-LTl-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project. A. Mandatory Lighting Control Declaration Statements (Indicate ifthe measure applies by checking yes or no below.) YES NO Control Requirements ® 0 Lighting shall be controlled by self~contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance Efficiency Regulations in accordancewith Section 110.9. 0 0 Lighting shall be c::ontrolied by a lighting control a system or energy management control system in accordance with §110.9. An Installation Certificate shall be submitted in accordance with Section 130.4(b). 0 0 One or more Track Lighting Integral Current ~imiters shall be installed which have been certified to the Ene~gy Commission In accordance with §110.~ and. §130,0; Additionally, an lnstc11lation Certificate shall be submitted ih accordance with Section 130.4(b), · 0 0 A Tri:!Ck Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance With Section 110.9 and Section 130.0, Additionallyi an Installation Certificate shall be installed in accordance with Sectioh 130.4(b). 0 0 All lighting controls and equipment shc1II c9mply with the applicable requirements in §110.9 and shall be instatlecl in accordance with the manufacturer's instructions in accordance with Section 130.'1.. 0 . Q All luminaires shall be functiQnally controlled with manually switched ON and OFF lighting controls ih accordance with Section 130.l(a) • General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window dl~play, case display, ornamental1 : 0 0 and special effects lighting shall each be separately controlled on circuits.that c1re 20 amps or less. When track ligt,tlng is 1,1sed, geheral, dlsplay1 . ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130,l(a)4~ 0 0 The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot sh ail meet the multi;.level lighting control requirements in accordancewith Section 130.l(b). 0 0 All installed indoor lighting shall be equipped with controls that meet the applicable Shut-OFF control requirements in Section 130.l(c). - 0 0 lighting in all Daylit Zones shall be controlled in accordance-with the requirements in Section 130.l(d) and daylit:z:ones are shown-on the plans. 0 0 Lighting power in buildings larger than 101000 square feet shall be capable ofbeing automatically reduced In response to a Demand Responsive Signal in . accordance with Section 130.l(e). Before an occupancy·permit is granted. for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for 0 0 normal use, in do.or lighting controls serving the building, area, or site shall be certified as meetin~ the Acceptance Reejuirements for Code Compliance ir, accQrdance with Section :J.30.4.(a). The cQntrols required to meet th1;i Acceptance, Requirements include a.utotnatic daylight controls, automatic shut-OFF controls, and demand responsive controls. CA Buildin·g Energy Efficiency Standards· 2013 Nonresidential Cbmpli;ince August2015 STATE OF CALIFORNIA INDOOR LIGHTING -LIGHTING CONTROLS ---... ·---,. -. ·-··-----· ·- CERTIFICATE OF COMPLIANCE Indoor lighting -Lighting Controls Project Name: Callaway Golf -.. I Cate Prepared: 05•12•2016 -.. '~ ~ NRCC-LTl-02-E (Page 2 of 3) A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: 0 CONDITIONED SPACES O UNCONDITIONED SPACES B. Mandatory and Prescriptive Indoor Lighting Control Schedule, PAF Calculation, and Field Inspection Checklist PAF Credit Calculation •· ' :rt -l -· ro ..., ID 6' l!l-;!,> C: Standards Complying· With 1 ::o n :r c:: ::, :e n I'll Ill VI (v" all that apply, or leave blank if (IQ .... Q) .... no .c "C "C ::r a ,... ,-:: ... ::, 5. s-/D, i:t.=lil' ~ X Ill ,.,. (ti g i::1-Exempted) ::s (I) 0 C. ... 0 Lightin~ Control Schedule r--· 0 OQ C. ..., 'Tl _,..,._ C. Ill, "" A B C D E F G H I J k t· M N 0 Type/ Descriptlqn of Lighting Control (i.e.: occupancy sensor, # l,OI lb> '°' l,OI l,OI . '°' l,OI ... .... ... .... ... ~ ~ UJ UJ UJ UJ w "0 Location in Building autornatictime switch, 9f p p 0 'P p 0 p Ill -n ... 0 .... .... .... °' °' "' ~ OJ "' dimmer, automcitic; daylight, Units ~ 'iT ....... a: ~ a: ' ....... .c. ....... "i-;i ---etc ... ) C~ntral Occupancy s~nsor~ 5 • t • 720 o:os 3S.99999E D 0 0 0 D 0 0 0 D 0 0 Q tJ 0 0 0 D 0 0 0 0 0 0 0 D 0 0 Control Credit PAGE TOTAL (Sum of C9l1,1mn M): 36 IF MULTIP~E PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of c1II Column M): Enter Control Credit totai into NRCC-LTl-01-E; Page 1, . 1. §130.1(a} = Manual area controls; §130.D(b) =Multilevel; §13D.1(c) =Auto Shut-Off; §130.l{d) = Mandatory Daylight;§13D.1(e) = Demand Responsive; §140di(d}= Additional fighting controls installed to e.arn c, PAF; §7A0,6{d)::: Prescriptive Secondary Sidf!l/lt Daylight Controls. 2. Check Table 140.6-A for correct Factor. PAFs shall not be traded between conditioned and 1.mcoridition~d ~paces. As a condition to earn a PAF, an Installation Certi[fcatE? is alsp required to be filled out, signed, and submitted. CA Buiiding Energy Efficiency Standards -2013' Nonresidential Compliance August2015 --------~--~-"·----- STATE OF' CALIFORNIA INDOOR LIGHTING -LIGHTING CONTROLS ---... --.. ---. ·-··-----· ·--· ,_., _, -.,.,,., _,,,_, ,._, --u1111u,.n,,.,_,,,, • CERTIFICATE OF COMPLIANCE N RCC-L Tl-02-E Indoor Lighting -Lighting Controls (Page 3 of3) ProJect Nam••callaway Golf l Pate Prepared:05_12_2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. __., Documentation Author Name: Al d p I k Documentation Author Signature: ~~~~--exan er o s y /2 -------l Company:PTS Data center Solutions, Inc. Signature Oate:05_12_2016 -~ ; / Addres5: 16 Thornton Rqad CEA Certification Identification (if-applicable): Clty/State/zlp: O;1kland/NJ/074.36 Phone:201-3373833 RESPONSIBLI; PERSON'S DECLARATION STATEMENT . I certify the following unc!er penalty of perjury, under the laws of the State of California:. 1. The information provided on this Certificate of Compliance is tr.ue and correct. 2. I atn eligible under-Division 3 of the Business and Professions Code·to accept•responslbllity for ~he building design or system design iden~ified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on. this. c;e~tlflcate of Compliance conform to the requirements ofTitle 24,.Part i ani;I Part 6 ofthe·Californic! <;:oi;le of Regulations. 4. The builc;ling design features or system design features ldentified on this Certificate of Compliance are i;onsistent with the Information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for a_pproval with this building permit applfcation. 5. I will ensute that a compietec! ·signed copy of this Certificate of Compliance shall-be made available with the building permlt(s) lssu_ed for the builalhg, and mad.a available t!l the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is-required to be included with the qocumentatlot1 the builder provides ta the building-owner at occ;upancy, Responsllile Designer Name: Al cf P I k exan er o s y Responsible Designer Signature: comp~nv :PTS Data Center Solution$, Inc. Date Signed:05_12_2016 Addr~s;16 Thornton Road l,icense:E 21129 City/Slate/Zip: Oakland/NJ/07436. Phon~:201-3373833 CA Bulldlng .. Energy. Efficiency Standards -2013 Nonresidential Compliance August2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE ti) -~ .... ~· .. CERTIFICATE OF COMPLIANCE NRCC-LTl-03-E Certificate of Compliance -Indoor Lighting Power Allowance (Page 1 of 4) Project Name:canoway Golf I DatePrepared:Q5.1 2•201 S A separate page must be filled out for Conditioned and Unconditioned Spaces. This page Is only for: ~ CONDITIONED spaces O UNCONDITIONED spaces A. SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES -If using Compl(;!te Building Method for compliance, 1,1se only the total in column (a) as total allowed building watts. -If using Area Category Method, Tailored Method1 or a combination of Area Category and Tailored Method fqr compliance, use only the total In column (b) as the total allowed building watts (a) (bj 1. Complete Building Method Allowed Watts. Documented in sect;ion B of NRCC-LTl-03-E (below on this page) 0 ' 2. Area Category Method Allowed Watts. Documented in section C-1 of NRCC-LTl-03-E (below on this page) 1080 . 3. Tailored Method Allowed Watts. Documented In section Aof NRCC-LTl-04-E 72.0 TOTAL ALLOWED BUILD.ING WATTS. Enter n1.,1mber into correct cell on NRCC-LTl~oi, Page 2; Row 1 0 1800 D Check here if buildingcor:itains both conditioned and unconditioned areas. B. COMPLETE BUILDING METHOD LIGHTING POWER ALl,OWANCE 1 2 3 4 WATIS x· COMPLETE ALLOWED PER (ft.2) = TYPE OF BUILDING (From §140.6 Table 140.6,B} BLDG.AREA WATTS 0 Total Area: Total Watts. Enter Total. Watts into i;ectioh A, row 1 (Above on this page) o, C -1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES (D plus E) Watts Total from section C-2 . 1080 Total from section C-3 • 0 Total Watts. Enter Tot~I Watt.s into se~ion A, row 2 (Above on th.is page) . 1080 CA Bull ding Energy Efficiency Standards -2013 Nonresidential Compliance August2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTl-03-E (Revised 08/15) CALIFORNIA ENERGY COMMISSION • CERTIFICATE OF COMPLIANCE NRCC-LTl-03-E Certificate of Compliance -Indoor Lighting Power Allowance (Pa~e 2 of 4) ProjoctName: Calioway Golf I Oat~Propared: 05-12-2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: D CONDITIONED spaces D UNCONDITIONED spaces C -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE -Do not Include portable lighting for offices. Portable lighting for offices shall be documented only in section 8 of NRCC-LTl-01-E. -Separately list lighting ,for each primary function area as defined in §100.1 of the Standards. A B C b AREA CATEGOR:Y (From §140.6 Table 140.6-C) WATTS ALLOWED Location in Building Primary Function Arec1 per Table 140.6-C PER (ft2) X AREA (ft2). :;: WATTS Central General Commercial Area 1 ;LOBO 1080 0 0 - 0 0 p 0 0 6 0 Q 0 0 0 0 0 TOTALS 1080 Enter sum total Ar~a Category allow~d wc1tts into section C-1 of NRCC-LTl-03-E (this compliance form) 1080 WATTS CA Building Energy Effi!:iency Standards -2013 Nonresidential Compliance August2015 ~ -·---~--·-~-~ri-------·-- STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE -.. -. ' ---------·---.. CERTIFICATE OF COMPLIANCE Certificate of Compliance -Indoor Lighting Power Allowance ProjectName:Calloway Golf I DatePrep~red:05-12-2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ~ CONDITIONED spaces O UNCONDITIONED spaces C-3 AREA CATEGORY METHOD.ADDITIONAL LIGHTING WATTAGE ALLOWANCE (from Table 140.6-C Footnotes) A B . C z D E F Additional Wattage Primary Sq Ft or Watts Allowance Dei;cription(s) ahd Quantity of Special Total Design Function linear ft1 Allowed {BX.C) Luminaire'rypes in each Primary Function Area Watts 3 (j () I 0 0 I 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 TOTALS-Enter'into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES-Section C-1 ....... --·--- ,~. ~ NRCC-LTl-03-E (Page 3 of 4} G A~_LOWED WATTS Smaller of D orF o· 1. Use linear feet only for additional allowance for white ·board or·chalk board. All,other additional Ar.ea Category allowances shall use Wi!tts per sqµc1re fqot. 2 . Additional watts are availaple only when allowed according to the footnotes on b.ottom ofTabl~ 146-C, which include: Specialized task work; Ornamental lighting; Precision comm!;!rclal ancl Industrial work; Per linear foot of white board or chalk board; Acceht, display and feature lighting; and Videoconferencing Studio Ughtihg .. 3. Lurninaire classification.and wattage shall be determined in accordance with §130.0(c) of the Standards; CA Building Energy Efficiency Standards -2013 Nonresldehtial Compliance Augl.lst 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE ----····----·· --_,.. ..... ~,---_..,, ·-._.. ,_,. _ . ., .... -··-· .. -· ..,.._ .. ,._,, __ ,_,,.. • CERTIFICATE OF COMPLIANCE NRCC-LTl-03-E Certificate of Compliance -Indoor Lighting Power Allowance (Page4of4) Project Name:Calloway Golf I Date Prepared:05_12_2016 DOCUMENTATION AUTHOR'S DEClAAATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. ,....,. Documentation AuthorName:AI d P I k exan er o s y Documentation AtithorSi~riature: a -· /~V' // company; PTS Data center Solutlons, Inc. Signature Date:05_12_2016 Address:16 Thornton Road CEA Certification lderitlflcatlon (if applicable!: dfy/State/Zlp: Oakland/NJ/07435 Phone:201-3373833 RESPONSIBLE PERSON'S DECLARATION STATEMENT I -certify the followlng:ynder penalty of perjury, under the laws of the State cif California: 1. The Information provide~ on this Certificate of Compliance is true and c;orrect. 2. I am eligible under Division 3 of the Business and Professions Code to accept respc>nsibility for the building design or system design identified on this-Certificate ofCompllance (responsible designer}. ~. The enertw feature~anq performance specifications, materials, components, and manufactured devices for the building deslgn·onystem design identlffed on this Certificate of Compliance conform to the.requirements ofTitle 24, Pa.rt 1 and Part 6 ohhe Califgrnia Code ofR~gulations, 4. The bµilding design features or syste.rn design-features identified on this Certificate of Compliance are consistent With the Information provided on other applicable compliance documents, worksheets, calculations, plans and specifications-submitted to the enforcement agency for.approval wi.th this building·permlt-appllc;ation. 5. I will ensure that a completed signed copy of thill Certificate of Compliance shall b~ mac;le available with the:buildihg permlt(s) issued for the building, and made available to the enforcement agency for all appli~ble Inspections. I understancl that a completed-signed copy of this Certificate of Compliance Is required to be included with the documentation the builder provides to the building owner .at occupancy. Responsible. Designer Name: Al d p I k _exan er o s y Responsible Designer Signature; company' PTS ·Data-Center Solutions, Inc. Date Signed;OS•lG·20iS Addms:16-Thornton Road Ucense:E 21129: City/State/Zip: Qakland/NJ/0743fj Phi>ne:201-3373833 CA 81,1ilding i::nergy Efficiency Standards• 2013 Nonresidential Compliance. August 2015- l" STATE OF CALIFORNIA INDOOR LIGHTING --------~----- ~ ~ ---,,,.,,. __ -·· -· ... ~-.,.,.. ____ , ·--· ·-·· -· ...... -· ·-· ·-. --·······--·-·· CERTIFICATE OF COMPLIANCE NRCC-LTl-01-E lndoorUghting (Page lof 6) Project Name:calloway Golf I Date Prepared:os-12-2016 A. General Information Climate Zone: Conditioned Floor Area : Unconditioned Floor Area : Building Type: 0 . Nonresidential D High-Rise Residential D Hotel/Motel oschools D Relocatable Public Schools D Conditioned Spaces D Unconditioned Spaces Phase of Construction: D New Construction D Addition D Alteration . Method of Compliance: D Complete Building ~ Area Category ~ Tailored Project Address: e .. lighting Compliance Documents {select yes ·for each document included) For: detal/ed'lnstru!=tions on the use of this and all Energy Efficiency Stani:lards compliance documents, refer to the NonresidentialManua/published by the California Energy Commission. YES NO FORM TITLE @· 0 NRCC-LTl-01-E Certificate of Comptfance. Ail Pages·tequired on·plaris for all submittals. $ 0 NRCC-LTl-02-E LightinJ Controls, Certificate of Compliance, and PAF Calculation. All Pages requfred,on plans for all submittals. @· 0 NRCC-LTl·03·E Indoor Lighting Power Allowance 0 ® NRCC-L Tl-04-E Tailored Method Work~heets 0 0 NRCUTl-05-E Line Voltage Track Lighting Worksheets CA Building Energy Efficiency Standards -2013 Ngnresidential Con:ipliance August2015 STATE OF CALIFORNIA INDOOR LIGHTING • ....... ...,-,,. .... _ ..... -.. 1,--..,,-... ,, ....................... ,, ... -· ·-·· --~····. -·· . ·-. ·······---.... -· CERTIFICATE OF COMPLIANCE NRCC-LTl-01-E Indoor Lighting (Page 2 of 6) Project Name:calloway Golf I Date Prepared:os-12-2016 C. Summary of Allowed Lighting Power Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unc:onditioned Spaces Watts Watts Installed Lighting 720 Installed Lighting 1. NRCC-LTl-01-E, page 4 + NRCC-LTl-01-E, page 4 + 2. PORTABLE ONLY>FOR OFFICES NRCC-LTl-01-E, page 3 + 0 3. Minus Lighting Control Credits -36 Minus Lightlng·Control Credits -NRCC-LTl-02-E, page 2 NRCC-LTl-02-E, page 2 4. Adjusted Installed Lighting Power = f;i84 Adjusted Installed Lighting Power ·= 0 (row 1 plus row 2 minus row 3} (row 1 minus row 3) 5. Complies ONLY if lnstalled-S Allowed · Complies dNLY If Installed s Allowed · 6. Allowed Lighting Power Allowed Lighting Power Conditioned NRCC-LJl-03-E, page .1 Unconditi.oned NRCC·LTl-03-E, page 1 D. Deciaratlori of Required Installation Certificates : Declare by selecting yes for all Installation C:ertifi<;ates that will !>e submitted. (Retain copi~s and verify forms are.completed and signed.)' 1 YES NO Form/Title @ 0 NRCI-LTl~o1-E -Must be submitted for all buildings 0 Field Inspector ® 0 . NRCI-LTl-02-E -Must be submitted for a lighting control system1 or for an Energy Management Control System (EMCS), D Ffeld Inspector to be recognized for compllance. ® 0 NRCi-LTl-03-E -Must be submitted for a line.voltage track lighting integral current limiter, or for a supplementary 0 Fi.eld Inspector overcurrent protection panel used to er:1ergize only line-voltage track lighting, to be recognized for ~ompliance. 0 ® NRCI-LTl-04-E-Must be submitted for two interlocked systems serving an auditorium, a convention center, a 0 Field Inspector conference room, a multipurpose room, ora theater tQ be recognized for compliance. 0 @ NRCI-LTl-05-E-Must be submitted for a Power Adjustment Factor (PAF} to be recogniz_ed for compliance. 0 ·Field Inspector 0 ® NRCI-Ltf-06-E • Must be submitted for·additional wattage·installed in a video conferencing studio to be recognized for 0 Field Inspector ' compliance. CA Building Energy Efficiency Standards -2013 Nonresidential Compliance August2015 STATE OF CALIFORNIA INDOOR LIGHTING ---, ... .__.._ -· o -I -o ....... , ... ._. __ _, 0¥ ----·---. ··-·· -······· ..... -....... --·-·· .. ~. ~ CERTIFICATE OF COMPLIANCE NRCC-LTl-01-E Indoor lighting (Page 3 of6) Project Name:calloway Golf I Date Prepared:os-i2-2016 E. Declaration of Required Certificates of Acceptance Declare by checking all of the Certificates of Acceptance that will be submitted. {Retain copies and verify forms are completed and signed.) YES NO Form/Title ® 0 NRCA-LTl-02-A-Must be submitted for occupancy sensors and automatic time switch controls. D Field Inspector 0 0 NRCA-L Tl-03-A-Must be submitted for automatic daylight controls. D Field Inspector ' 0 0 NRtA~LTl-04-A-Must be submitted for demand responsive lighting controls. D Field Inspector A separate lighting Schedule Must Be Filled Out for Conditioned, and Unconditioned Spaces. Installed Lighting P'ower listed on this lighting Scheduie is only for: ~ CONDITIONED SPACE O UNCONDITIONED SPACE F. Indoor Ughtlng·Schedule and Field Inspection Energy Chec~ll5! · D The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. O When Complete Building Method is used for compliance, list each different type of luminaire on separate lines, ~ When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different function area on separate lines O Also include track lighting in schedule, and submit the track lighting compliance form {NRCC-LTl-05-E) when line,voltage tracklighting is installed. CA Building Energy Efficiency Standards -201,3 Nonresidential Compliance August2015 STATE OF CALIFORNIA INDOOR LIGHTING ---.... , __ -·· 'V. -\'"-·· ...... ---· ·- CERTIFICATE OF COMPLIANCE Indoor Lighting Project Name:calloway Golf G. Installed Portable luminaires in Offices -Exception to Section 140.6(a) .,~,. ~ -• ... ., __ , "' '" • _, ,_, --• ___ , .. n .. __ , •• NRCC-LTl•Ol-E (Page 4 of 6) I Date Prepared:oS-12-2016 -This section shall be filled out ON!-V for portable lLiminaires In offices {As defined In §100.1). All other plannecl portable lumlnaires shall be documented on next page of this compliance form. -This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office ~ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Sc;hed1.1le Offlce;lnstalled Portable Luminaire Watts Per Square Foot Office Location Field Inspector 1 2 3 4 ~ 6 7 8 9 10 Installed lf.G6S0.3, E" z portable 0 In Watts enter ~ ~· Identify Office area In 3 C luminalre 2: Iii per zero; -· 3 GSxG7 wliich these portable ~ 'Tl• ·ill lW "' iii Ill Complete Luminaire Description watts in ~-square "' -::..· ""l luminaires are installed "' (I,~ •• LED, under cabinet, furniture mounted Watts.per m a this office n' m foot if Gij >0;~, Ill .... direct/indirect) L4minalre (G2xG3) (G4/G5). (Gf?-0,3} 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ·, 0 0 0 Enter sum total of all pages into NRCC-LT!- Total installed portable luminaire watts thcJt are greater than 0.3 watts per square foot pet office: Ol•E; Page 2 CA Building En!;lrgy Efficiimcy $tandards -2013 Nonres.idential Compliance Augusti01S ~-----------·----- STATE OF CALIFORNIA INDOOR LIGHTING ·--·~---·---~--------, •--r-,----~--• ,,:\, ~ ----····---·· -· -··-··---__ ,,_, -··-·· -·······-··-··-· __ ...... , .......... -, ...... CERTIFICATE OF COMPLIANCE NRCC-LTl-01-E Indoor Lighting (Page 5 of 6) Project Name:calloway Golf I Date Prepared:os-12-2016 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed an this lighting Schedule is aniy for: ii CONDITIONED SPACE O UNCONDITIONED SPACE C. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminalre Schedule Installed Watts Location Field Inspector " 1 2 3 4 5 6 7 8 How wattage was determined 't:I -IV Ill Ll'I , ... Cl) !:!· .s :o a· :.s. ~ .._b.b • CU'-::roo ao_ '-Ill o {! Complete Luminaire·Descriptlon· a. 'iii J!! < .E .!=. ~ 'iii c .s O E E (i.e, 3 lamp fluorescent troffer, ~ '~ 5 ~ I g: · i ·~ ~ i i Primacy Function area in which ·IU41 ~::, i.,O u.,-1 :1·::i O~L. z :!: F32T8, Qne dlmmal:/!e electronic ballast) ::> -i u J:: < «>1· Z .,.1 1-;;,, 11r these lumlnaires are Installed Pass Fail Proteon SL Linear LED High Bay {2-32T8 eq4ivalent) 40 D D 18 720 Computer Room O · · 0 D D O· 0.. 0 0 D o O 0 D D o O 0 D D o O 0 D D o O 0 D D o O O tJ D o O 0 D D o O 0 CA Building Energy Efficiency Stan·dards -2013 Nonresidential (:ompliance. INSTALLED WATTS PAGE TOTAL: 720 · ,Enter sum total of all page~ into NRCC-LTl-01-E; Page 2 August2()15 -------------· ------·-------------------~ -~---.,...__ ----------- STATE OF CALIFORNIA INDOOR LIGHTING • ---.. , ..... --·· ,.,.. ,. ·-··----· ·--· ... ---·-·· CERTIFICATE OF COMPLIANCE NRCC-LTl-01-E Indoor Lighting (Page 6 of 6) Project Nanie:calloway Golf j Date Prepared:os-12-2016 DOCUMENTATION AUTHOl{'S DECLARATION STATEMENT 1. I certi(y that this Certificate-of Compliance documentation is accurate and complete; - Oocumentatioh Autf11:tr Name: Alexander Polsky Documentation Author Signature: ~, ~~ /'p--/ Company: Signature Date: 05_ 12_2016 , / PTS Data Center Solutions, Inc, Address:16 Thornton Road CEA Certtflcatlon Identification (ff applicable): City/Slate/Zip: Oakland/NJ/07436 Phone_:201-3373833 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under th~ laws of the State of Californla: 1. The information provided on this Certificate of Compliance is true and correct. i. I am eligible under Division 3 of the Business and Professions Code to accept,responslbility for the·builcjing d~ign or system design identified on,this ~ertlficate of Compliance (responsible designer). 3. The energy features and performance,speclflcatlons, materials, components, and manufactured devices forthe·bulldlog design or system design identifl!ad on this Certificate of Compliance conform to the-requirements ofTitle 24, Part 1 and Part 6 of the Califqroia Code of Regulations. · 4, The·buildlng design fe.itures or system design feat,ures ldentified,on this, Certificate of Compliance are consi~tent witfl,the information provided on other applicable compliance documents, worksheets, calculatlohs, pians and,speciflcatiohs s\lbnii\ted-to·.the enforcementagencyfor approval with this building permlttrpplication, · 5. I will ensure that a completed signed copy of this Certificate cif Compliance s.hall l>e made avaifable with the building permlt(s) Issued forthe building, and made available to the enfqrc;ementagency for all,applicable insp·ections. l understand that a completed signed:copy of this Certificate-of Compliance is required to b~ Included with the documentation the builder provides tci the building owner at occupancy, Responsll:!le Designer Name: Al d P I k · · exan er o s y Responsible Designer Signature: Company: PTS Data Center Solutions, Inc. Date Signed:05-12-2016 Address:16 Thornton Road L!cense: E 211,29 Oty/State/Zlp:Oakland/NJ/07436 Phone:201-3'37383~ CA Building Energy Efficiency Standarcls -2013 Nonresid.ential Compliance· August2015 r:(124:s~m);:;L 7.0" (1194mm) I-OUT SIDE PANELS =l .9" I (22mm) 78.5" (1995mm) «> I 1.5" (38mm) FRONT VIEW OPENING FOR INPUT AND SUBFEED BREAKER CONDUIT 43.6" x 9.6" (1108mm x 245mm) CONDUIT PLATE LOCATED ABOVE OPENING INSIDE THE CABINET AREA FOR COOLING 84 PLUGS PER' PLATE FOR 1/2" CONDUIT {SEENOTE4) DRAWN BY K.STACY SHEET NO. 10_f_1 __ ECN NO. 43.94" (1116mm) BOTTOM VIEW 39.5" (1003mm) I-INCLUDING HINGE & - BEZEL PROJECTION 36.4" I-(925mm) -J ~- RIGHT SIDE VIEW 84 KNOCKOUTS PER PLATE FOR 1/2" CONDUIT (SEENOTE4) OUTPUT LANDING PLATES {2)@11.9"x15.7" {302mm x 400mm) SEE DETAIL A SUBFEED BREAKER LANDING PLATE '{3)@ 5.4" X 10" (167mm x 254mm) OUTLINE DRAWING 50-225 KVA FPC CHKBY J.DISBROW 47" CABINET WITH SIDE PANELS, REV. A REF.DWG. ORDER NO. z· I BACKVIEW _,,,A ~ R 25.3" (643mm) x 180° DOOR SWING AIR EXHAUST NOTES: 1. CLEARANCE OF 18" (457mm) ABOVE UNIT IS RECOMMENDED FOR COOLING AIR FLOW. 2. CLEARANCE OF 36" (914mm) MINIMUM IS RECOMMENDED AT FRONT & REAR FOR SERVICE ACCESS. 3. REFER TO INSTALLATION DRAWING FPC17100 FOR SEISMIC FLOOR STAND. 4. TOP (KNOCKOUT) AND BOTTOM (PLUG) PLATES ARE INTERCHANGEABLE. I-47.0" I {1194mm) r 36.4" {925mm) L I 6.o· I {152mm) -I < -, -,-~-' ~ FRONT BASE FOOTPRINT SHADED AREA INDICATES FLOOR CUTOUT DIMENSIONS FOR COOLING AIR AND CABLE ENTRY/EXIT PEDESTAL LOCATIONS l2!0.9 {22mm) (4 LOCATIONS TYP.) 33.8" (859mm) "-T 1.3" L {33mm) 2.17" {55mm) INPUT LANDING PLATE 5.4"x10" 1.33" {34mm) {167mm x 254mm) CONTROL WIRING DETAIL A (2) 11/2" {38mm) HOLES ~ R 25.3" {643mm) x I WEIGHT -LBS [K~] FULL LOAD "180° DOOR SWING UNIT WITHOUT HEAT OUTPUT IWA 60HZ 50 HZ TOP VIEW DWG.NO. FPC13020 DATE 12/23/15 50 75 100 125 150 200 225 1900[8!34] 1966 [892] 2050 [932] 2095 [950] 2200 [1000] 2316 (1051] 2350 [1068] 2423 [1099] 2500 [1136] 2640 (1198] 2770 (12591, 2810 (1275] 3040 [1381] 3000 [1361] 1050 DEARBORN DRIVE P.O. BOX 29186 i:oLUMBUS OHIO 43229 XFMR BTU/HR[KW] 1335 [606] 4,360 [1.28] 1335 [606] 6,140 [1.80] 1335 [606] 7,680 [2.25] 1360 [617] 9,460 [2. 77] 1360 (617] 10,660 [3.13] 1~60 [617] 13,930 [4.08] 1390 [6~1] 15,350 [4A5] • EMERSON. ...._...PIMB' FILE NAME: 1:lappl\Ohlo Appl\AE Submlttals -Standard\FPC dwg\Outllnes{FP~Cl3XXX)\471nch-cablnet\FPC13021 1.dwg (2) EA400A Subfeed SUBFEED CIRCUIT BREAKER (OPTIONAL). SUBFEED OUTPUT POWER CONNECTIONS. 00-250A LUG ACCEPTS 6AWG-350KCMIL CABLE, 300-400A TWO HOLE LUGS ACCEPTS 3/0-250KCMIL CABLE PROVIDED FOR CUSTOMER CONNECTION DRAWN BY K,STACY CHKBY 8. BARCUS REF. DWG. ,OF 3-PHASE POWER CONDUCTORS. FRONTVIEW WITHOUT DOORS & ACCENT PANEL SHEET NO. 1_0_f_1~ ECNNO. ORDER NO. MAIN INPUT POWER CONNECTION. FOR UNITS WITHOUT MAIN INPUT JUNCTION BOX, BUS BARS WITH TWO 0.56 DIA HOLES ON 1.75"CENTERS ARE PROVIDED ON THE MAIN INPUT CIRCUIT BREAKER FOR CUSTOMER CONNECTION OF 3-PHASE POWER. SUBFEED OPTION OUTPUT NEUTRAL AND GROUND CONNECTIONS. CUSTOMER CONNECTS SUBFEED NEUTRAL & GROUND DIRECTLY TO MAIN NEUTRAL AND GROUND BUS BARS. MAIN INPUT NEUTRAL CONNECTION. FOR UNITS WITHOUT ISOLATION TRANSFORMER AND WITHOUT MAIN INPUT JUNCTION BOX, CUSTOMER CONNECTS MAIN INPUT NEUTRAL DIRECTLY TO NEUTRAL BUS BAR. SAFETY GROUND CONNECTION. CUSTOMER CONNECTION OF INPUT SAFETY GROUND CONDUCTOR FOR UNITS WITHOUT MAIN JUNCTION BOX. GROUND ELECTRODE CONDUCTOR CONNECTION. CUSTOMER CONNECTION OF CONTINUOUS GROUND ELECTRODE CONDUCTOR. {NOT NEEDED ON SYSTEMS WITHOUT TRANSFORMER.) ELECTRICAL FIELD CONNECTION WITH ISOLATED GROUND FPC 47" CABINET REARVIEW WITHOUT DOORS & ACCENTS PANELS DISTRIBUTION CABLE CONDUIT CONNECTION. CABLE TRAY 7/8" [22.2mm) HOLES FOR 1/2" CONDUIT FITTINGS PROVIDED FOR SECURING OPTIONAL DISTRIBUTION CABLES. PANELBOARD MAIN CIRCUIT BREAKER FACTORY WIRED. ISOLATED GROUND CONNECTIONS. DISTRIBUTION CABLE ISOLATED GROUNDS CONNECTED TO DISTRIBUTION PANELBOARD ISOLATED GROUND BUS BAR. 42 POLE DISTRIBUTION PANELBOARDS GROUND CONNECTIONS. DISTRIBUTION CABLE GROUNDS CONNECTED TO DISTRIBUTION PANELBOARD GROUND BUS BAR. NEUTRAL CONNECTIONS. DISTRIBUTION CABLES NEUTRALS CONNECTED TO DISTRIBUTION PANELBOARD NEUTRAL BUS BAR. DISTRIBUTION CABLE CONDUIT CONNECTION. CABLE TRAY 7/8 [22.2 mm) HOLES FOR 1/2" CONDUIT FITTINGS PROVIDED FOR SECURING OPTIONAL DISTRIBUTION CABLES. • DWG NO I DATE 'REV #11050 DEARBalN DRI\£ FPC15201 J. 5/2112 I 1. I ~~0~~1~229 EMERSON. IWllwlrPIMl!I" ~MF• l•\APPI \Ohin AnnnFPrnFIAr.f FiAld r.nnnAdinnc;\FPf:15?01-01 riwn I ( / ......... ,/ , ................ ,... .. i..1 ... ,.._ ......... , LDMF1 SETUP PORT / ' (DB9 CONNECTOR) I ,~ ~LDMF2SETUPPORT / ~ (DB9 CONNECTOR) ~ I" / __.J"/ -- DETAIL A @ l<e}D I • I I \ \ ' VPMPOPTION (NO MONITORING) LDMF 1 OPTION (CPM) ---.., .... ~ ' ' \ \ I ) INTELLISLOTS (TO INSTALL INTELLISLOT CARDS, REMOVE AND DISCARD COVER) Subfeeds to Bus Way •-, I I I ... ~ a u •I-.-- SEEDETAILC SEEDETAILB D =l J 1· SEE DETAIL A SEEDETAILD DETAIL D BUILDING INTERFACE RELAY: (SEE DRAWING LDM13009 FOR CONNECTION DETAILS) ~, ,1, ,:· DETAILC ADAPTER BOARD - LOCATED ON TOP OF THE MONITORING ENCLOSURE(SEE DRA\MNG LDM13009 FOR CONNECTION DETAILS) DRAWN BY K._STACY CHKBY B. BARCUS REF.DWG. SHEET NO. 1 OF 1 ECNNO, ORDER NO. NOTES: 1. DRAWING SHOWS ALL MONITORING OPTION BOARD LOCATIONS FPC IS AVAILABLE WITH. A -NO MONITORING B-VPMP C -VPMP WITH <;:URRENT PLUS (CPM) D -VPMP WITH LDMF E -CURRENT PLUS 2. SOME SLOTS MAYBE EMPTY DEPENDING ON OPTIONS ORDERED. ELECTRICAL FIELD CONNECTIONS FOR VPMP, CPM, AND LDMF FPC 47" CABINET, REV. A - FRONT VIEW " P.O. BOX291911 REV. #. I 10!!0 DEARBORN DRIVE 0 COLUMBUS, OHIO 432211 • MAPPI \Ohrn Annl\FPC\FIAr.t F1Ald Cnnn111~tinndFPC1!iOOO\\FPC1 fi-?fi:'i-110 nwr.; • EMERSON. ......_..,.PIMl!!I' DRAWN BY K.STACY CHKBY B. BARCUS REF.DWG. 0 0 POWER ALARM SHEET NO. 1OF1_ ECNNO. ORDER NO. 0::70))» I - F1 F2 F3 F4 HELP c::J CJ Cl c::J CJ ' OUTLINE DRAWING LCD DISPLAY DWG.NO. LDM12002 ,.. - \ J DATE 7/12/11 SILENCE/ 0 ~ RESET V::5) • REV # 1 1050 DEARSalN DR!\£ " P.O. BOX 29186 1 COUJMBUS. OHIO 43229 EMERSON. NetwarkPIMl!r' MAPP_l.\ciliin Annl\l ifllhl'lrt.:hii:trihlitinn MnnitnMri-fl OM\\011tlinAnriwil'ltlll OM1?XXX\\fnM1?00?-01 nwr, NOTES: r------------------------7 I MAINTENANCE BYPASS CABINET I I I I >--o o--_....., ________ o o-----------i i---o----~ " 1 " * BYPASS ! MBB OUTPUT AC OUTPUT AC INPUT I ( ( BUSBAR I 480v 3WIRE+GRD ~------------MIS__:_ _____ ~ SWIRE+GRD STATIC BYPASS /"\ >--o 0---0 I * RECTIFIER AC INPUT 3WIRE+GRD SEENOTE6 I UPS·CABINET __ -}-______________ ------t ~A~;R~ ----,,! I ! 1- 1 -J L ________ -=. _____________ _ BIB. BYPASS ISOLATION BREAKER 1. INSTALL IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. MBB • MAINTENANCE BYPASS BREAKER MIB. MAINTENANCE ISOLATION BREAKER * EXTERNAL OVERCURRENT 2. INPUT AND BYPASS MUST SHARE THE SAME Slr,IGLE SOURCE. 3. GROUNDING CONDUCTORS ARE REQUIRED. 4. BYPASS AND RECTIFIER INPUTS AND OUTPUT CABLES MUST BE RUN IN SEPARATE CONDUITS. 5. CONTROL WIRING MUST BE RUN IN SEPARATE CONDUITS. 6. SHUNT TRIP BREAKER WITH 480VAC COIL IS OPTIONAL. DRAWN BY K.STACY CHKBY M.ROCKWELI,. REF. DWG. SHEET NO. _1_QF 1. ECN NO. ORDER NO. ONE-LINE DIAGRAM DUAL INPUT 50kVA-250kVA WITH 3 BREAKER MAINTENANCE BYPASS CABINET LIEBERT .480VAC eXM PROTECTION BY OTHERS • --• FIELD SUPPLIED WIRING • -~TE -lREV. #11050 DEARBORN DRIVE-I EMERSON . 11/16/15 0 ~M~u~0~~1~229 NetwnrkPallller l:\appl\Ohlo Appl\AE Submlttals -Standard\eXM dwg\480VIA) One-Line Olagram\EXM41013-00.dwg DRAWN BY K.STACY CHK-BY _!... BRAZIS REF. DWG. 83.0" [2108mm J : l " 23.6" 11.8 !;47.2" [1_2oomm] _ .(600mm] "I' ~mm] SHEET NO. j_O..EJ ECNNO. ORDER NO. BATTERY CABINET /11 ~ FRONT VIEW LINE-UP DETAIL 150kVA -200kVA CJ ~ 78.7" [2000mm] UPS TO BATTERY CABINET {1200mm) AND MAINTENANCE BYPASS CABINET (300mm) LIEBERT 480VAC eXM NOTES: 1. ALL DIMENSIONS ARE IN inches [mm]. 2. 24" [610] MINIMUM CLEARANCE ABOVE UNIT FOR AIR EXHAUST. 36" [914] FRONT ACCESS REQUIRED FOR SERVICE. 3. KEEP CABINET WITHIN 15 DEGREES OF VERTICAL. 4. UPS -BOTTOM CABLE ENTRY THROUGH REMOVABLE PLATES. MBC -TOP AND BOTTOM ENTRY THROUGH REMOVABLE PLATES. REMOVE, PUNCH TO SUIT CONDUIT SIZE AND REPLACE. 5. UNIT BOTTOM IS STRUCTURALLY ADEQUATE FOR FORKLIFT HANDLING. 6. CONTROL WIRING AND POWER WIRING MUST BE RUN IN SEPARATE CONDUITS. 7. ALL WIRING IS TO BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. 8. ALL BATTERY CABINETS MUST BE POSITIONED ON THE LEFT SIDE OF UPS. TOTAL WIDTH WITH ADDITIONAL BATTERY CABINETS NO. OF TOTAL WIDTH BA TT. CABINETS 2 130.2" [3308mm] 3 177.4" [ 4508mm] 4 224.7" [5708mm] • ~Arr---· 1 REV #11050 DEARBORN DRIVEi EMERSON. • P.O. BOX 29186 I 1/15/16 I 1 I COUJMBUS, OHIO "'3229. NetwortcPlwr AME: l:lapp(\Ohio Appl\AE Submittals -Standard\eXM dwg\4B0VIC) Line-Up Detail1EXM43012--01.dwg CABLE ENTRY AREA 15.8" [401mm] x 10.4" [264mm] ALBER SERVICE PLATES 19.3" [490mm] x 14.0" [356mm] ALBERBDSUI (OPTIONAL) DRAWN'BY K.STACY CHKBY _l...BRAZI~ REF. DWG. . I· •111 • ••1: I • .... . ... ~ TOP VIEW MAX DOOR SWING 120° 47.5" [1208mm] ~ FRONT VIEW (WITHOUT COVERS) SHEET NO. _i_QF 2 __ ECN NO. ORDER NO. • CABLE ENTRY AREA 12.6" [320mm] x 12.1" [310mm] 78.7" BATTERY BREAKER 12.7" [326mm] BRKT. 34 [87 _3• CENTERS mm] [157mm] BATTERY· AND TRAY 12.7" [326mm] BRKT. CENTERS [2000mm] y OUTLINE DRAWING BATTERY CABINET {1200mm) LIEBERT 480VAC eXM FRONT BOTTOM VIEW (VIEWED FROM FLOOR) 39.4" [1000mm] DOOR CLOSED z RIGHT SIDE VIEW 6.9" [1 OUTSID 16.8" [4 OUTSIDE 75mm] EFRAME 19mm] FRAME ENTRY 36mm]x 61mm] NOTES: 1. ALL DIMENSIONS ARE IN inches [mm]. 2. 24' [610mm] MINIMUM CLEARANCE ABOVE UNIT FOR AIR EXHAUST. 36" [914mm] 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 CONDUIT SIZE AND REPLACE. 5. CONTROL WIRING AND POWER WIRING MUST BE RUN IN SEPARATE CONDUITS. 6. COPPER CABLES ONLY ARE RECOMMENDED. 7. ALL WIRING IS TO BE IN ACCORDANCE WITH NATIONAL AND LOCAL ELECTRICAL CODES. CENTER OF GRAVITY TABLE IN mm BATTERY TYPE X y z 12HX330-FR 12HX400-FR 12HX505-FR 12HX540-FR HR3500 HR4000 HR5000 HR5500 UPS12-350MR UPS12-400MR UPS12-490MR UPS12-540MR ENTER GRAVITY LEVELING FEET • REV # 11050 DEARBORN-DRIV!CI EMERSON. ' P.O. BOX 29186 ........__..._ _ 2 COLUMBUS, OHIO ,4;l22~ IWCLWlft• r.-a· tandardleXM dwg\4BOV\B) Outline Dwg\EXM42004A-02.dwg DRAWN BY K.STACY CHKBY L. BRAZIS REF.DWG. . ,, LEFT SIDE VIEW WITH PANEL REMOVED SHEET NO. 20F2 ECNNO. ORDER NO. ALBER BDSUi {OPTIONAL) DC CONNECTION BUSBARS ~· ·11 ~ ·~1-., 1 , GROUND BUS BATTERY FRONT VIEW WITH DOOR REMOVED OUTLINE DRAWING MAIN COMPONENTS LAYOUT BATTERY CABINET (1200mm) LIEBERT 480VAC eXM I • 0 RIGHT SIDE VIEW WITH PANEL REMOVED 0 • • REV. #11050 DEARBORN DRl'!l EMERSON. 2 P.O. BOX 29186 -,_rfcn-- _..,_-=--'--"ca.uMBUS. OHIO -43229 I --~ ,tandardleXM dwg\B) Outline Dwg\EXM42004B--02.dwg I I ~ • DRAWN BY K,ST.6.CY CHKBY M. B_Q_Q_KWELL REF. DWG. ECO MODE 10 20 25 30 40 50 60 70 75 80 90 100 96.82 97.5 97.9 98.1 98.8 98.7 98.9 99 99 99.19 99.1 99.26 NORMAL MODE 10 20 25 30 40 50 60 70 75 80 90 100 94.19 95.4 96.45 96.71 96.4 96.94 96.93 96.91 96.89 96.89 96.74 96.67 100% ECO 98% i_.-l___.-98. 0% 98. 0% 98. ~0% 99.1 0% 99. 0% 99• 9% 99. 0% 99. C _ l...--"" v-;;• 0% 98. 0% 6% 96% :r [7, .. 96 2% ; i,"" -_1-"" . , -~% -~ -~ ~~----..,..iV 9( 45% 96.· 0'jv 96. 4% o". i ,7% NORMAL 94% .~...... 95.40'! G 94. 9% z w 01 92% u.. u.. w 90% 113% 116% 84% 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% SO% 55% 60% 65% 70% 75% 80% 85% 90% 95% 100% SHEET NO. j OF 1 ECN NO. ORDER NO. UPS EFFICIENCY 150kVA LIEBERT 480VAC eXM LOAD • DWG.NO. EXM47003 DATE IREV.#1 ·roso·DEAAeORN 001VEI EMERSON. 11/24/15 0 coJii~u~?~~1~229 NetwGrtc:PaMI' AME: l:lappl\Ohlo Appl\AE Submlttals -Standard\eXM dwg\480V\G)Elficlencles\EXM47003-00.dwg ., ·~ DRAWN BY K.STACY CHKBY _J. WITE;Rl;_LL REF.DWG. SHEET NO. 1 OF_1 _ ECN NO. ORDER NO. r ,-------, 0.47'' _[(12 mm) 4.97" (126 mm) 0--+----,- LLJ BUS AMPS 100 225 400 TOP VIEW PIN WEIGHT lbs[kg] MBAAX1ENDXXXB 3 [1.4] MBAAX2ENDXXXB 3 [1.4] MBAAX4ENDXXXB 4 [1.8] OUTLINE DRAWING 100/225/400A END CLOSER LIEBERT MB SIDE VIEW (X100/200) NOTES: SIDE VIEW (X400) 1.UTILIZATION OF THE BUSWAY PLUG-IN OPENING ADJACENT TO JHE END-CLOSER MAY BE LIMITED TO DUAL PLUG OR HIGH DENSITY BUSPLUGS. THIS APPLIES ONLY IF THE END CLOSER IS LOCATED TO THE RIGHT-HAND OF THE BUS PLUG. 2. ALL PARTS ARE PAINTED RAL 7021 (BLACK GREY). • DWG. NO. I DATE -,REV. #llo~r~0:,:11/E LMB11017 , 2/5/13 , 2 , COLUMBUS. OHIO 43229 EMERSON. NAwnrtr PIMer' : 1:IAPPL\Ohlo Appl\Llebert_MB (Busway)\OuUlne_DWGs\LMB11017..02,DWG 1 · 12.0" [305mm] • 1 r .... [251mm] • 1 / 0 '\ cS l ~.52" [11113mm] TOP VIEW 1110.40" [11110mm] NOTES: 1. SUPPORTS UP TO 1/2" ALL THREAD. 2. 12 GAUGE STEEL. 3. PAINTED RAL 7021. 4. FOR SUSPENDED BUSWAY/THREADED ROD APPLICATIONS, HIGH DENSITY HANGERS (MBBWJH0060B) ARE RECOMMENDED FOR USE WITH HIGH DENSITY BUSWAY. 5. HANGER LOCKING BAR IS FIELD-ADJUSTED TO FIT THE WIDTH OF 100A, 225A, OR 400A BUSWAY. 6. BUSWAY HANGERS OR RACK BRACKETS SHOULD BE INSTALLED APPROXIMATELY 5ft (1.5m) APART ALONG THE BUSWAY. 1110.31" [1118mm] 2.0· [ 51mm] c::) 0 I,~-----D ,--------7 ....._ 10.C 10.68" [271mm] BUSWAY (End View) 8.0" [203mm] mm] [254n DRAWN BY M.REED CHKBY _..!_. GRETZ_ R~F.DWG. SHEET NO. 1..Qfj __ ECNNO. ORDER NO. L ________ J c:) 0 I '~------D 1.0" [25mm] OUTLINE DRAWING HIGH DENSITY HANGER LIEBERT MB SIDE VIEW HANGER LOCKING BAR • EMERSON. ...._L---lrAMl!I' 4" [102mm BUS AMPS 400 400 400 DRAWN BY M.REED CHKBY J.GREIZ REF.DWG. ·TOP i-------------------------~10ft[3.05M}--------------------------t 9.75" '[248mm] 9.75" [248mmj 9.75" '[248mm] 9.75" '[248mmj 9.75" [248mmj 9.75" '[248mmi 9.75" '[248mm] 9.75" [248mm] 9.75" [248mm] 9.75" [248mmi 9.75" 7" '[248mmi--J [178mm] •g• ·g u ·g nt n n nt ·Ei ~a •g• -Top 0, i------------:,ft[1.5M11-------------i 9.75" 7" Inspection Window 10 Foot Section High Density 4" [102mm]---l-t 9.75" '[248mmi 9.75" [248mmi 9.75" [248mmi 9.75" [248mmi [248mmi--J [178mm] CROSS' SECTION KAIC HOUSING LENGTH FT[cm] 35 10 [304.8) 35 5[152.4] . 35 2[61) SHEET NO. 1 OF 1 ECNNO. ORDER NO. a a n· a 11 a Insulator End Insulator End WEIGHT lbs[kg] 79 [35.8] 40 [18:1] 17[7.7] OUTLINE DRAWING STRAIGHT 400 AMP BUSWAY SECTION RIGHTHAND HIGH DENSITY 10/5/2 FEET LIEBERT MB 7" [178mm] -Top Inspection Window ~ Inspection Window 1. Electrical Standards: UL 857, CSA 22.2, and NEMA BU1 rated. 2. Bus ports are-IP 2X finger safe. 3. All parts are painted RAL 7021 (Black Grey). 4. All bus ports shipped with cover plate attached. 5. Busway Hangers or Rack Brackets should be installed approximately 5ft (1.5m) apart along the busway. 6. For suspended busway/threaded rod applications, High Density · Hangers (MBBWJH0060B) are recommended for use with High Density busway. • EMERSON. ~,.... 1.88" (48mm) Bus Port Center 4.0" (102mm) I 6.7" . J_ ,-1..--___ ....., ~8.35" [212mm]--l TOPVIEW ''I~ LIEBERT DESIGNATION BREAKER RECEPTACLE RECEPTACLE MBBXA1** 1 1 5-15R-15A, 125V MBBXB1** 1 1 5-20R -20A, 125V MBBXC1** 1 1 L5-20R -20A, 125V MBBXD1** 1 1 L5-30R -30A, 125V MBBXE1** 1 1 L6-20R -20A, 250V MBBXF1** 1 1 L6-30R -30A, 250V MBBXG1** 1 1 L21-20R-20A, 30Y, 120/208V MBBXH1** 1 1 L21-30R-30A, 30Y, 120/208V ..._ MBBXl1** 1 1 L 15-20R-20A, 30Y, 250V MBBXJ1** 1 1 L 15-30R -30A, 30Y, 250V MBBXV1** 1 1 *CS8364COR CS8369 -50A, 30Y, 250V *CS8394C is used for bus plug with drop cords. CS8369 is used forflushmount receptacles. ** Not complete PIN, reference price book for complete PIN DRAWN BY M.REED CHKBY J.GREIZ REF.DWG. SHEET NO. 1 OF 1 ECNNO. ORDER NO. OUTLINE DRAWING XQ-HD BUS PLUG LIEBERT MB RIGHT SIDE VIEW ; r IL21-30 I ~ f'= ~ Bottom\ View: Receptacle Flush Mounted I and NEMA BU1 rating. uipped) is in the OFF rey). 5. Drop cords are recommended for all connectors rated greater than 30A. Flush mount configurations may present physical clearance issues for high capacity pin-and-sleeve connectors Bottom View Connector on Drop Cord (3 -10 ft TYP.) • EMERSON. .... _L .... .,.... ~ 9.75" 9.75" 9.75" 9.75" 9.75" 9.75" 9.75" 9.75" 9.75" 9.75" 9.75" 9.75" ..... r[248mm]T[248mm]T[248mm)T[248mm]T[248r;:!T[248mm]T[248mm]T[248mm]T[248mm]T[248mm)T[248mm]T[248mm]l See Vi~w A...../ ,. 10ft[3.05Mi-----------------------<-i 4" ,,~~,:~-~, l l ,,~ .. 00-' CROSS SECTION /Ei----~ (f o t\ \ I ' I ..... __ :;., View A BUS AMPS KAIC HOUSING LENGTH FT[cm] 400 400 400 DRAWN BY M. REE_D CHKBY _,!_._§_RETZ REF.DWG. 35 35 35 SHEET NO. 1 OF 1 ECNNO. ORDER NO. 10 [304.8) 5 [152.4] 2[61.0] Window 9.75" 9.75" 9.75" 9.75" 9.75" 8.25" r[248mm]T[248mm]T[248mm]T[248mm]T[2;T::7 [210mm] fie,, T i--------------oft[1.5MI1-------------< 4" [102mmi t lnsulatorEnd h 9.75":;r-t 7.25" I- I [248mm, I [184mm] 'I hTop 4" I@-j JI I] I [102:,~ 1 w~=" lnsulatorEnd j:,.J:IIC~ ____ _:_ ____ _._~-~ WEIGHT lbs[kg] 79 [35.8] 40 [18.1] 17 [7.7] OUTLINE DRAWING STRAIGHT 400 AMP BUSWAY SECTION LEFTHAND HIGH DENSITY 10/5/2 FEET LIEBERT MB t Notes: Inspection Window 1. Electrical Standards: UL 857, CSA 22.2, and NEMA BU1 rated. 2. Bus ports are IP 2X finger safe. 3. All parts are painted RAL 7021 (Black Grey). 4. All Busway shown in it's installed orientation. 5. Ail bus ports shipped with cover plate attached. 6. Busway Hangers or Rack Brackets should be installed approximately 5ft (1.5m) apart along the busway. 7. For suspended busway/threaded rod applications, High Density Hangers (MBBWJH0060B) are recommended for use with High Density busway. • EMERSON. ...,._....,,__. ·TOP i---------------------------10ft[3.05Mll---------------------------t 7• 4" [102mm,___._. 9.75" t248mm] 9.75" t248mm] 9.75" [248mmJ 9.75" t248mm] 9.75" t248mm] 9.75" t248mm] 9.75" [248mm] 9.75" [248mm] 9.75" t248mmj 9.75" 1248mm] 9.75" t248mml [178mm] BUS AMPS 400 400 400 DRAWN BY M.BEED CHKBY J.GRETZ REF. DWG. nnu a utnanaana ·Top 0- Inspection Window i---------------:ift[1.5M11-------------i 4" [102mml----l----l 9.75" °[248mm] 9.75" °[248mm] CROSS SECTION KAIC HOUSING LENGTH FT[cm] 35 10 [304.8] 35 35 SHEET NO. 1 OF 1 ECNNO. 5 [152.4] 2[61] ORDER NO. Insulator End ro- Insulator End WEIGHT lbs[kg] 79 [35.8] 40 [18.1] 17 [7.7] OUTLINE DRAWING STRAIGHT 400 AMP BUSWAY SECTION RIGHTHAND HIGH DENSITY 10/5/2 FEET LIEBERT MB 9.75" °[248mmj 9.75" °[248mmj 7" [178mm] -Top 9.75" [248mm] 7" [178mm] Inspection Window Notes: Inspection Window 1. Electrical Standards: UL 857, CSA 22.2, and NEMA BU1 rated. 2. Bus ports are IP 2X finger safe. 3. All parts are painted RAL 7021 (Black Grey). 4. All bus ports shipped with cover plate attached. 5. Busway Hangers or Rack Brackets should be installed approximately 5ft (1.5m) apart along the busway. 6. For suspended busway/threaded rod applications, High Density Hangers (MBBWJH0060B) are recommended for use with High Density busway. • EMERSON. .... _L--fr PIMll!r 1.88" (48mm) Bus Port Center 4.0" (102mm) I 6.7" _i_l I I I L:.J l--=8.35" (212mm]--I TOPVIEW '"[~ k:: LIEBERT DESIGNATION BREAKER RECEPTACLE RECEPTACLE MBBXA1 .. 1 1 5-15R -15A, 125V MBBXB1** 1 1 5-20R-20A, 125V MBBXC1** 1 1 L5-20R -20A, 125V 'MBBXD1** 1 1 t5-30R -30A, 125V MBBXE1** 1 1 L6-20R -20A, 250V MBBXF1** 1 1 L6-30R -30A, 250V MBBXG1** 1 1 L21-20R-20A, 30Y, 120/208V MBBXH1** 1 1 L21-30R-30A, 30Y, 120/208V MBBXl1** 1 1 L 15-20R-20A, 30Y, 250V MBBXJ1** 1 1 L 15-30R-30A, ,30Y, 250V MBBXV1** 1 1 *CS8364COR CS8369 -50A, 30Y, 250V *CS8394C is used for bus plug with drop cords. CS8369 is used for flushmount receptacles. **,Not complete·P/N; reference price book for complete P/N DRAWN BY M.REED CHKBY _J. GRETZ REF.DWG. SHEET NO. 1 OF 1 ECNNO. ORDER NO. OUTLINE DRAWING XQ-HD BUS PLUG LIEBERT MB RIGHT SIDE VIEW .di::: IL21-30 1 F ~ Bottom\ View: Flush Mounted Receptacle I I and NEMABU1 rating. uipped) is in the OFF rey). 5. Drop cords are recommended for all connectors rated greater than 30A. Flush mount configurations may present physical clearance issues for high capacity pin-and-sleeye connectors Bottom View Connector on Drop Cord (3-10 ft TYP.) • EMERSON. ~P'aMr' ·TOP i-------------------------~10fl[3.05M11---------------------------i 9.75" r 4" [102mm~ 9.75" [248mmj 9.75" '[248mm] 9.75" '[248mmj 9.75" [248mmj 9.75" '[248mmj 9.75" '[248mmi 9.75" '[248mmi 9.75" [248mmj 9.75" '[248mmi 9.75" (248mmj [248mm,--j [178mm] BUS AMPS 400 400 400 DRAWN BY M.REED_ CHKBY _J_._GRETZ REF.DWG. an au a a a a aRa a a ·Top Oo Inspection Window i--------------t>ft[1.5MI1-------------i 10 Foot Section High Density 4" [102mml-f----l 9.75" [248mmi 9.75" '[248mm] CROSS SECTION KAIC HOUSING LENGTH FT[cm] 35 10 (304.8] 35 35 SHEET NO. 1 OF 1 ECNNO. 5 [152.4] 2(61] ORDER NO. Insulator End Insulator End WEIGHT lbs[kg] 79 [35.8] 40 [18.1] 17 (7.7] OUTLINE DRAWING STRAIGHT 400 AMP BUSWAY SECTION RIGHTHAND HIGH DENSITY 10/5/2 FEET LIEBERT MB 9.75" [248mmi 9.75" '[248mmj r [178mm] -Top 9.75" r '[248mm,--j (178mm] Inspection Window Notes: Inspection Window 1. Electrical Standards: UL857, CSA22.2, and NEMABU1 rated. 2. Bus ports are IP 2X finger safe. 3. All parts are painted RAL 7021 (Black Grey). 4. All bus ports shipped with cover plate attached. 5. Busway Hangers or Rack Brackets should be installed approximately 5ft (1.5m) apart along the busway. 6. For suspended busway/lhreaded rod applications, High Density Hangers (MBBWJH0060B) are recommended for use with High Density busway. • EMERSON. ........ ,.... ELECTRICAL CONNECTIONS 0.63" [16mm] 1,15• I-I-o.aa· #.5mni] [22.<l-mm] DETAIL A 2 HOLEBUSBAR ·A· 6.13" (156!f1m) CROSS SECTION BUS AMPS I BUS WIDTH (A) I HOUSING WIDTH (B) I KAIC MAX CABLE SIZE WEIGHTS lbs[kg] DRAWN BY M.REEQ_ CHKBY J.GREIZ REF.DWG. 100 0.5" (12.7mm] ORDER NO. 2"(50.Smm] 10 (2) 350 KCMIL OUTLINE DRAWING END TAP BOX, RIGHT HAND LIEBERT MB 28 (12.7] INSULATOR END ~-e,:. I J I e:,• ... J Notes: ·TOP 0 . . 7 0 s· 0 SOLAlED GROUND 0 [128mm] OR 2ND NEUTRAL A PHASE 0 16.2" PHASE ("-1"!nm) ~o~-· C PHASE NCUTRAL •0111 o· 26 . [ I' _JI I . 2.76" [10mm] 11 /iNlERNAL GROUND 0 0 0 SIDE VIEW SUGGESlED CABLE· ENTRY POINT J 15• [406mm] _I ll,. Jm] •• ~ 1. Electrical Standards: UL 857, CSA 22.2, and NEMA BU1 rated. 2. All parts are painted RAL 7021 (Black Grey). · 3. Structural support such as a Busway Hanger or Rack Bracket is required on either side of a End Tap Box 4. The Monitoring Power Meter is offered only as a factory-installed option. • EMERSON. Nmlnrfr,_. DRAWN BY K.STACY CHKBY J. WITERELL. REF.DWG. SHEET NO. _1_Q_Fj ECN NO. ORDER NO. 0.47'' 0---1-~ r-_[(12mm) 4.97" (12[_LJ BUS AMPS 100 225 400 TOP VIEW P/N WEIGHT lbs[kg] MBAAX1ENDXXXB 3 [1.4] MBAAX2ENDXXXB 3 [1.41 MBAAX4ENDXXXB 4 [1.8] OUTLINE DRAWING 100/225/400A END CLOSER LIEBERT MB SIDE VIEW (X100/200) NOTES: SIDE VIEW (X400) 1.UTILIZATION OF THE BUSWAY PLUG-IN OPENING ADJACENT TO THE END CLOSER MAY BE LIMITED TO DUAL PLUG OR HIGH DENSITY BUSPLUGS. THIS APPLIES ONLY IF THE END CLOSER IS LOCATED TO THE RIGHT-HAND OF THE BUS PLUG. 2. All PARTS ARE PAINTED RAl 7021 {BLACK GREY). • DATE~~ I REV. #11050 DEAReoRN DRIVE 2/5/13 2 P.O. BOX 29186 COUJMBUS. OHIO 43229 EMERSON . ...,__,_.PIIM!I' AME: 1:IAPPL\Ohlo Appl\Llebert_MB (Busway)\Outllne_DWGs\LMB11017--02.DWG . ' 1 · 12.0" [305mm] • I r .... [251mm] / 0 \ cS l ~-52" [¢13mm] TOP VIEW ¢0.40" [¢10mm] NOTES: 1. SUPPORTS UP TO 1/2" ALL THREAD. 2. 12 GAUGE STEEL. 3. PAINTED RAL 7021. 4. FOR SUSPENDED BUSWAY/THREADED ROD APPLICATIONS, HIGH DENSITY HANGERS (MBBWJH0060B) ARE RECOMMENDED FOR USE WITH HIGH DENSITY BUSWAY. 5. HANGER LOCKING BAR IS FIELD-ADJUSTED TO FIT THE WIDTH OF 100A, 225A, OR 400A BUSWAY. 6. BUSWAY HANGERS OR RACK BRACKETS SHOULD BE INSTALLED APPROXIMATELY 5ft (1.5m) APART ALONG THE BUSWAY. ¢0.31" [¢8mm] 2.0· [ 51mm] c::=) 0 I,(-----D r--------7 I I I I '--- 10.0 10.68" r211mm] : BUSWAY I l (End View) I [254rr m] 8.0" [203mm] DRAWN BY M.REED CHKBY _,!_.<38~2 REF.DWG. SHEET NO. _1_Q(=_j_ ECNNO. ORDER NO. I I I I L ________ _J c::) 0 I (------0 1.0" [25mm] OUTLINE DRAWING HIGH DENSITY HANGER LIEBERT MB SIDE_VIEW HANGER LOCKING BAR • EMERSON. IW'IMll'trPIMel- 8 7 6 5 4 3 2 REVISIONS ECNI \ ZONE \REV DESCRIPTION REVSY\CHKSY\ DAlE 00 INmALRELEASEWAS LP12--003 JMT F F E E PAltT NUMIEI DESIGNATIONS PAltTNUMl!R WW(U) WW(ln.) XX(ln.) YY(ln.) OR.UC242433-B 24 47.41 24 33 OR:LX242439-B 24 47.41 24 39 D OR-LX422433-B 42 78.91 24 33 D OR-LX422439-B 42 78.91 24 39 OR-LX422445-B 42 78.91 24 45 OR-LX423033-B 42 78.91 30 33 OR-LX423039-8 42 78.91 30 39 OR.UC423045-B 42 78.91 30 45 OR-LX423233-B 42 78.91 32 33 OR-LX423239-B 42 78.91 32 39 OR.UC423245-B 42 78.91 32 45 C '¥/VI' OR-LX452433-B 45 84.16, 24 33 OR-LX452439-B 45 ', 84.16 24 39 OR.UC-452445-B 45 84,16 24 45 C OR-1.)(453033-8 45 84.16 30 33 OR-1.)(453039-B 45 84.16 30 39 OR-LX453045-B 45 84.16 30 45 OR-lX453233-B 45 84.16 32 33 OR-LX453239-B 45 84.16 32 39 OR-LX453245-B 45 84.16 32 45 OR-lX472433-B 47 87.66 24 33 B OR.UC472439;B 47 87.66 24 39 OR-LX472445-B 47 87.66 24 45 B OR-LX473033-B 47 87.66 30 33 OR.UC473039-B 47 87.66 30 39 I OR-lX-473045-B 47 ,87.66 30 45 OR-lX473233-B 47 87.66 32 33 OR-LX473239-B 47 87.66 32 39 OR·LX473245-B 47 87.66 32 45 A TITtc A LX CABINET FRAME NAME DATE SIZE CADffl..E DWG HO REV ~:&~~ -g~t --n ~ ~ , C LXWWXXYYOPM APPR SCALE 1:8 OR-tXWWXXYY·Z 00 SHEET IOF4 8 7 6 5 4 3 2 • ~·;1'..r,,i:, "'½. f, l,'-~~. • • J:.:. ·.,~ t ,~,, --G , r•JLr~ ',{.{ •'',i.-" F E D C B A "' 8 7 6 5 4 $ $ 0 (• 1 . . 0 . . . . ,___ - --. . . . . 0 I 'i i . . 0 e 1----------"BB"!,__---------; ( 4) (/J .75 MOUNTING HOLES THROUGH (1) 14 GA & (1) 12 GA BONDED SHEETS (.178" TOTAL MATERIAL) USE ONE OF THE FOLLOWING ANCHORS PER CORNER (4 TOTAL): A.) HILT! HDA-P M19 ANCHORS b.) HILTI HIT-HY 200 w/.63" THREADED RODS 8 7 GENERAL NOTES: 1)THE WORK SHOWN ON THESE DRAWINGS IS FOR THE SEISMIC ANCHORAGE OF THE SUBJECT RACK ENCLOSURES. MAXIMUM PERMISSIBLE CONTENT CAPACmEs FOR VARIOUS HEIGHTS WITHIN THE BUILDING ARE PROVIDED IN TABLES 1-3. 2)ANCHORAGE DESIGN HAS BEEN DONE IN ACCORDANCE WITH THE 2018,EDmOl',I OF THE CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND ASCE 7-10, USING THE FOLLOWING PARAMETERS: IP= 1.5 (ESSENTIAL FACILITY INSTALLATIONS) S.. = F.Ss = 3,06G (SITE CLASS 0) Soe = 2.04G (2/S*S...) A,= 1.0 AND RP= 2.5 (ASCE TABLE 13.6-1) Oo = 2.0 (FOR SEISMIC ANCHORAGE PER ACI 318) Z,H=VARIES LATERAL FORCE, F•>t= (0.4APSoo IPW,) I lv*(1 + 2Z/H) VERTICAL FORCE, F,,,v = 0,25,. W• NOTES CONTINUED ON SHEET #3 6 5 I 4 3 2 F E "AA' PAU NUMIEI DESIGNATIONS PAUNUMIEII "AA" (In.) •••• (In.) OR-LX242"33-& 21.35 30.60 OR-lX2-42439-B 21.35 36.60 D OR-0<422433-B 21.35 30.60 OR-0'422439-B 21.35 36.60 OR-lX422«s-B 21.35 42.60 OR-LX423033-B 27.35 30.60 OR-LX-423039-8 27.35 36.60 OR-lX4230-45-8 27.35 42.60 OR-lX423233-8 29.35 30.60 OR-lX-423239-B 29.35 36.60 OR-lX-423245-B 29.35 42.60 C OR-LX452433-B 21.35 30.60 OR-lX452439-B 21.35 36.60 OR-I.X452445-8 21.35 42.60 OR-I.X-453033-B 27.35 30.60 OR-ll(-453039-B 27.35 36.60 OR-0(453045-8 27.35 42.60 OR-LX-453233-8 29.35 30.60 OR-0(453239-B 29.35 36.60 OR-LX-453245-B 29.35 42.60 B OR-ll(-472433-S 21.35 30.60 OR-ll(-472439-B 21.35 36.60 OR-0(472445-8 21.35 42.60 OR-0'473033-B 27.35 30.60 OR-0(473039-B 27.35 36.60 OR-0(473045-B 27.35 42.60 OR-0(473233-8 29.35 30.60 OR-LX473239-B 29.35 36.60 OR-0(473245-B 29.35 42:60 ~-CS" ;.ij-~.~:,?· ... --~Y, ,.f,;!t!: A Qlvrl•ftVIWI' -r'l.• ,.,., "• ~ •• _; r;,.\;:cm~J!~J:s-c:;t SIZE CADFIE DWG NO REV. C LXWWXXYYOPM OR-LXWWXXYY·Z 00 SCALE' 1:4 SHEET 20F4 3 2 - F E D C B A 8 7 6 5 INSTALLATION NOTES: 1 ) RACK ENCLOSURES MAY BE ANCHORED TO EITHER A LIGHT-OR NORMAL-WEIGHT, REINFORCED CONCRETE FLOOR OR SLAB WITH A MINIMUM CONCRETE COMPRESSIVE STRENGTH (F'C)OF 3,000 PSI. 2) REINFORCED CONCRETE FLOOR SLABS SHALL HAVE A MINIMUM THICKNESS BASED ON THE ANCHOR TYPE AS NOTED BELOW: -HILT! HDA-P UNDERCLIT ANCHORS OF 0.63" DIA (M16X190)-MINIMUM SLAB THICKNESS OF 10-5/8" -HILT! HIT-HY 200 ADHESIVE ANCHORS OF 5/8" DIA-MINIMUM SLAB THICKNESS OF 9" 3) DOCUMENTATION VERIFYING CONCRETE COMPOSITION, STRENGTH, ANO THICKNESS SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY. tJJ~~~~'tl,'~~L ~~~~ie~.fe'b 1.iii,g~~~ IS LIMITED TO INTERIOR OR CONCRETE ANCHOR NOTES: 8 1) CONCRETE ANCHORS SHALL BE ONE OF THE FOLLOWING TWO TYPES MANUFACTURED BY HILTI, INC: OF CARBON STEEL WITH DIAMETER, EMBEDMENT, AND SPACING AS SHOWN ON THE DRAWINGS AND LISTED IN TABLE '4. -HILT! HDA-P (PRESET CONFIGURATION) UNDERCLIT ANCHORS (ICC ESR 15'46) • HILT! HIT-HY 200ADHESIVE ANCHORS WITH STANDARD THREADED RODS (ASTM F56B CLASS 5.B OR GREATER) (ICC ESR 3187) 2) THE DISTANCE FROM THE CENTER OF ANCHOR TO THE EDGE OF CONCRETE SLAB SHALL BE GREATER THAN OR EQUAL TO THAT LISTED IN TABLE 4. 3) LOCATE ALL EXISTING REINFORCING BARS WITHIN 12 INCHES OF PROPOSED ANCHOR LOCATIONS PRIOR TO DRILLING FOR CONCRETE ANCHORS. 00 NOT CLIT, CORE, OR DRILL THROUGH EXISTING REINFORCING BARS WITHOUT PRIOR APPROVAL FROM THE SEOR, 4) ALL CONCRETE ANCHORS SHALL BE INSTALLED WITH PROPER.TOOLS AND PROCEDURES IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ICC EVALUATION SERVICE REPORTS REFERENCED ABOVE. 5) TENSION TESTING OF POST-INSTALLED ANCHORS, PER2010 CBC 1913A.7, SHALL OCCUR 24 HOURS OR'MORE AFTER INSTALLATION OF THE,CONCRETE ANCHORS, 6) APPLY TENSIOIHEST LOADS TO THE CONCRETE ANCHORS WITHOUT REMOVING THE NUT. IF NUT REMOVAL IS REQUIRED,'REMOVE THE NLIT AND INSTALL A THREADED COUPLER TO THE SAME TORQUE AS THE ORIGINAL NUT USING A TORQUE WRENCH AND THEN APPLY THE TEST LOAD. 7) REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED IN CLOSE PROXIMITY TO THE ANCHOR BEING TESTED PROVIDED THE ANCHOR IS NOT RESTRAINED FROM WITHDRAWING BY THE FIXTURES. B) TEST EQUIPMENT SHALL BE CALIBRATED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED PROCEDURES. 9)0NE HALF (50%) OF EACH APPLICATION OF CONCRETE ANCHORS SHALL BE TESTED IN TENSION FOR 3 MINUTES ACCORDING TO THE TEST LOADS SHOWN BELOW. ONE APPLICATION OF ANCHORS SHALL BE DEFINED AS THOSE ANCHORS INSTALLED BY A SINGLE CREW INA SINGLE DAY. IF ANY ANCHOR FAILS, IT SHALL BE REPLACED, RE-TESTED, AND ALL ANCHORS IN THE SAME APPLICATION SHALL BE TESTED. IF ANY ANCHOR FAILS, ALL PREVIOUSLY UNTESTED ANCHORS INSTALLED BY THAT CREW SHALL BE TESTED UNTIL TWENTY (20) CONSECLITIVE ANCHORS PASS, THEN RESUME 50% TESTING. 10) TENSION TESTING OF THE CONCRETE ANCHORS.SHALL BE DONE IN THE PRESENCE 01' THE INSPECTOR-OF•RECORD AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY. 11) THE TENSION TEST OF AN ANCHOR SHALL BE ACCEPTED IF THERE IS NO OBSERVABLE MOVEMENT DURING THE APPLICATION OF THE TEST LOAD, A PRACTICAL WAY TO DETECT OBSERVABLE MOVEMENT IS WHETHER THE WASHER UNDER THE NUT BECOMES LOOSE. 7 6 5 4 3 2 RESPONSIBILITES OF SEOR: 4 1) THE STRUCTURAL ENGINEER-OF-RECORD (SEORl SHALL VERIFY THAT THE WEIGHT OF RACK ENCLOSURE CONTENTS DOES NOT EXCEED THE APPROVED CAPACITY FOR THE LOCATION OF INSTALLATION. 2) THE SEOR SHALL VERIFY THAT THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE LOADS AND REACTIONS IMPOSED BY THE ANCHORED RACK ENCLOSURE IN ADDITION TO ALL OTHER LOADS AND FORCES. MAXIMUM SHEAR PER ANCHOR: 931 POUNDS MAXIMUM TENSION PER ANCHOR: 3560 POUNDS 3) THE SEOR SHALL THEN DETERMINE THE RATIO OF Z/H ANO CONSULT THE APPLICABLE TABLE TO DETERMINE THE MAXIMUM WEIGHT OF THE CONTENTS THAT CAN BE STORED ON THE RACK. 4) SEOR SHALL VERIFY THAT A PLACARD IS PLACED ON THE RACK STATING THE FOLLOWING: A) UNIT MODEL NUMBER. B) NAME OF THE BUILDING IN WHICH IT WILL BE INSTALLED. C) HIGHEST FLOOR WHERE IT CAN BE USED. D) MAXIMUM TOTAL WEIGHT OF THE CONTENTS THAT CAN BE STORED ON THE RACK. E) MAXIMUM WEIGHT THAT CAN BE STORED ON EACH SHELF, AND CORRESP.ONDING'HEIGHT,OF EACH SHELF, BASED ON THE ·50%125%/25% WEIGHT DISTRIBUTION SPECIFIED IN THE OPM. (SEE TABLES 1"3,,FOOTNOTE3). 5) SEOR SHALL VERIFY THAT THE CONCRETE FLOOR MEETS THE REQUIREMENTS OF THIS PRE-APPROVAL AND THE APPLICABLE ICC ESR. 6) VERIFY THAT THE ANCHORS ARE AN ADEQUATE DISTANCE FROM ANY SLAB EDGES OR OPENINGS. . 7) VERIFY THAT ALL NEW.OR EXISTING ANCHORS·ARE AN ADEQUATE . DISTANCE FROM·THE ANCHORS.SHOWN IN THIS PRE-APPROVAL. VERIFY THAT THERE IS NO ADVERSE INTERACTION WHERE OTHER'ANCHORS ARE WITHIN 18 INCHES OR 6 TIMES THE E~EDMEtff FROM THIS UNIT'S'ANCHORS. 6) VERIFY THAT THE INSTALLATION IS IN CONFORMANCE WITH THE 2013 CBC AND THE DETAILS SHOWN IN THIS PRE-APPROVAL. 9) VERIFY THAT THE MATERIAL AND GI\GE OF THE UNITS'S WHERE ATTACHEMENTS .,_RE MADE·AGREE WITH THE INFORMATION SHOWN ON THE PRE-APPROVAL DOCUMENTS. F E D C .B •~ORTRONICS. ;;/' w •;4J ·~{~~: 11~·,.~ A s·"~!i 'SIZE CADRLE DWG NO REV. C LXWWXXYYOPM OR-LXWWXXYY•Z 00 SCALE 1:-4 SHEE! 30F4 3 2 F E D C B A 8 7 6 TABLE 1 IX SDIES ENCLOSURES I. MAXIMUM PEIIMISSlllE CONlENT CAPACITY WITH HILn HDA·I' ANCHOIINC. SYSTEM IN SOUD SW NORMAL· 011 UGHT-W!IGHT CONCRETE 1.u RATED LX CAPACITY (lbs} RACK ELEVAnON IN IUILDINC. (z/h) ENCLOSURE FIIAME 0 I (GROUND) 1/3 2/3 (ROOF) LX4724YY 1000 1000 1000 1000 LX4730YY 1000 1000 1000 1000 LX4732YY 1000 1000 1000 1000 LX4524YY 1000 1000 1000 1000 LX4530YY 1000 1000 1000 1000 LX4532YY 1000 1000 1000 1000 LX4224YY 1000 1000 1000 1000 LX4230YY 1000 1000 1000 1000 LX4232YY 1000 1000 1000 1000 LX2424YY 1000 1000 1000 1000 LX2430YY 1000 1000 1000 1000 LX2432YY 1000 1000 1000 1000 1)rnc::-,:gcm~~~'\,lo-:V-~~)~ol24,3D,or321nches,ancl 2) The-radcenc:loltncontenlsshal be-within lie-II! IUCh lhat50%of1he _.wialltlslocaledwtlhlnlhebolomtlllrdoflheradcendooureheigflt,25%1nlhe,,_tt,lnl,and 25%intneloplhlnl. 3)--wlth HIii HOA-P Unde<aJIAnch<n (ESR-1546) TABLE3 LX SEltlES ENCLOSUIIES I. MAXIMUM PEIIMISSIIL! CONTE NI CAPACITY WITH Him HIT•HY 200 ADHESIVE ANCHOltlNG SYSTEM IN SOUD SLAI, LIGHT-WEIGHT CONCRETE ,..., RATED tx CAPACITY (lbs) RACK ELEVATION IN IUILDING (1/h) ENCLOSURE FRAME 0 I (GROUND) 1/3 2/3 (ROOF) LX4724YY 5-40 540 380 250 LX4730YY 630 630 450 300 LX4732YY 650 650 480 320 LX4524YY 570 570 400 280 LX4530YY 650 650 480 330 LX4532YY 680 680 500 350 LX4224YY 620 620 450 300 LX4230YY 700 700 530 360 LX4232YY 750 750 560 380 LX2424YY 1000 1000 900 650 LX2430YY 1000 1000 1000 750 LX2432YY 1000 1000 1000 780 1) ""=5~=~~.=.i'\-'''-:v,'~ ~)~ of 24, 30, or32 incMs, and 2)Thellql()dedradc-conlentlshalbe-wllhlnlheenclooU191UChllal50%oflhe lolll-lo looated within Ille bollom thkd of !he rode encloluro height, 25% In the mldcle lhlnl, and 25%1n1fietopthlnl. 3)--wlth HIii HIT-HY200Adhes!Yo Anchorl (ESR-3187) 8 7 6 5 4 5 4 3 2 TABLE2 tx SEIIIES ENCLOSUIES I. MAXIMUM PEIIMISSIILE CONlENT CAPACITY WITH HILTI HIT•IIY200 ADHESIVE ANCHOIIING SYSTEM IN SOUD SLAI, NORMAL-WEIGHT CONCRETE ,..., RATED LX CAPACITY (lbs) RACK ELEVATION IN IUILDING (z/h) ENCLOSUIIE FIIAME 0 1/3 2/3 1 (C.ROUND) (ROOF) LX4724YY 1000 1000 1000 1000 LX4730YY 1000 1000 1000 1000 LX4732YY 1000 1000 1000 1000 LX4524YY 1000 1000 1000 1000 LX4530YY !000 1000 1000 1000 LX4532YY 1000 1000 1000 1000 LX4224YY 1000 1000 1000 1000 LX4230YY 1000 1000 1000 tooo LX4232YY 1000 1000 1000 1000 LX2424YY 1000 1000 1000 1000 LX2430YY 1000 1000 1000 1000 LX2432YY 1000 1000 1000 1000 1) ~~=~~=:'ted't,ID-:V,~~)~of24,30,or32 Inches, and F E 2)Thesuppcxfll\lradconclolunt~shalbe-wlthlntheonclosute11Ud1that50% oflhe tolll-lislocalodwl!hlnlheboltomlhlnlofllleradcenclolurehelghl.25% lnlhemiddle1hlnl,and 25%rntne•~ D 3)AnchorlgewlthHIIHIT-HY20D....,._Anchorl(ESR-3187) TABLE 4: CONCRETE ANCHOIS FOIi SOIJD IIEINFOlCm CONCIIETE SLAIS , .. OIIISIDE MINIMUM MINIMUM TENSION ANCHOII DIAMETER EMIEDMENT ,EDGE LOAD TEST TYPE (IN.) (IN,) DmANCE (lbs,) (IN.) HDA·P 0.63(M16) 7.48 6.0 18,000 HIT-HY200 .625 7.00 8.0 10.480 11 ABOVE TEST LOADS ARE FOR NORMAL \loeGHTCONCRETE. 'MiEN USED IN lfGHT. v.aGHT CONCRETE, ANCHOR 'IEST LOADS ARE MUI. TlPUED BY 0.60. ~!JWJe's~~~~=J~:C~&l-.!.%'J/W~1FoJ~:J~~D NOMINAi.ANCHOR Y1ElD STRENGlH. C B .~.-u•cs· ,\7 f'!'t,:'t. -'.'" ;,: l:'·' A wun1nVffl1 ·,.) .. ,;:: ,.._ ... ;. ~it'il't~i:~~its( ~-: Sil£ CAD RlE DWG NO REV. C LXWWXXYYOPM OR-lXWWXXYY-Z 00 SCAlE 1:4 Sf!EEI 4 OF4 3 2 t EMERSON. Network Power LIEBE.RT CRV STANDARD FEATURES 600mm (24in.) AIR COOLED MODELS STANDARD FEATURES (Refer to specification sheet for~ supplied) DX COOLING COIL The evaporator coil has 7.25 ft2 (0.674 m2) face area, 4 or 5 rows deep. It is constructed of copper tubes and hydrophilic coated aluminium fins. The hydrophilic coating provides superior water carryover resistance. Two stainless steel condensate drain pans are provided. REFRIGERATION SYSTEM Single refrigeration circuit includes a liquid line filter drier, a refrigerant sight glass with moisture indicator, an adjustable externally equalized expansion valve, and a liquid line solenoid valve. COMPRESSOR The compressor is an R-41 OA scroll-type with variable capacity operation from 20-100%; commonly known as a Digital Scroll. Compressor solenoid valve unloads the compressor to provide variable capacity operation. The compressor has a suction gas cooled motor, vibration isolators, internal thermal overloads, manual reset high pressure switch, RotoLock service valves, low pressure and high pressure transducer, crankcase heater, internal centrifugal oil pump, and an operating speed of 3500 RPM @ 60Hz (2QQORl2M @ aQMz). FAN The unit is equipped with two plug fans: direct driven centrifugal fans with backward curved blades and Electronically Commutated DC motors; commonly referred to as EC plug fans. The fan speed is variable and automatically regulated by the iCOM control through all modes of operation. Each fan has a dedicated motor and speed controller which provides a level of redundancy. The fans push air through the coil and are located on the rear panel of the unit. SUPPLY AIR BAFFLE A field adjustable, modular supply air baffle is located in the discharge air stream. It can be quickly and easily reconfigured to redirect airflow. The angles of the vanes /lave been optimized to effectively distribute air to heat generating equipment in a wide variety of applications. iCOM CONTROL SYSTEM The Liebert CRV is controlled by the iCOM Control System. The standard user interface is a 9 inch color touch screen which presents system information and allows all parameters to be viewed and adjusted. It features a 3-level password protection system .Unit-to-Unit communication with other Liebert CRVs and two lntelliSlot communication card housings are included as standard. DPN001904 Page :1/2 REV: 4 REV: 10/15 t EMERSON.. Network Power LIEBERT CRV STANDARD FEATURES 600mm (24in.) AIR COOLED MODELS 2T RACK TEMPERATURE SENSORS Consist of a vented case with two temperature probes. Three (3) 2T rack sensors are standard with each Liebert CRV. Up to ten (10) 2T housings (20 temperature probes) can be connected to a Liebert CRV. One (1) 2T housing and both sensor probes are to be attached to a rack the cooling unit is conditioning. The sensors provide real-time, direct feedback to the cooling unit to optimize the amount of cooling and airflow required; increasing energy efficiency and ensuring proper rack inlet air temperatures. The sensor data can also be reported to remote BMS and monitoring systems. The sensor network consists of one CAN wire leaving the cooling unit and connecting to a 2T sensor. Each remaining 2T sensor is connected to the previous sensor; often referred to as a daisy-chain configuration. _REMOTE SHUTDOWN TERMINAL Provides the customer with a location to remotely shut down the unit. COMMON ALARM CONTACT Provides the customer with a set of normally open (n/o) contacts for remote indication of unit alarms. CABINET The exterior steel panels are custom powder coated to protect against corrosion. The double wall constructed side panels separate the ½ inch, 2.0 lb/ft3 insulation from the airstream. The unit is mounted on casters for quick installation and provided with levelling feet. The perforated inlet and outlet panels have 81% open area, and the rear door utilizes a Knorr rack style handle and hinges. SERVICE ACCESS All service and maintenance is performed through the front and rear of the unit; including any component removal. No side access is required. All electrical and piping connections are made through the top and/or bottom of the unit. All units are provided with a Superior Service Access _Panel to provide additional access. FILTER The unit is equipped with two deep pleated 4 inch filters rated MERV8 (based on ASHRAE 52.2-2007), located within the cabinet, and accessible from the rear of the unit. A filter clog alarm is included. LOCKING DISCONNECT SWITCH A moulded case circuit interrupter disrupts the flow of power to the unit. The electric panel high voltage compartment can only be accessed with the switch in the 'off' position. Conveniently located behind the iCOM display door for quick access. 65,000 AMP SHORT CIRCUIT CURRENT RATING (SCCR) The electrical panel provides a 65k amp SCCR. DPN001904 Page :2/2 REV: 4 REV: 10/15 t EMERSON. Network Power LIEBERT CRV OPTIONAL FEATURES 600mm (24in.) AIR COOLED MODELS OPTIONAL FEATURES (Refer to specification sheet for options supplied) ---)+DUAL-FLOAT CONDENSATE PUMP It has a capacity of 6 GPM (22.71/min) at 30ft (9 m) head. Pump is complete with integral primary and secondary float switches, pump, motor assembly and reservoir. The secondary float shall send a signal to the local alarm and shut down the unit upon high water condition. HUMIDIFIER A steam §eReratiRg saRister h1:1midifier is faster}' iRstalled iR the seeliRg 1:1Rit aRd is eperated by the iGOM seRtrel system. It is semplete with dispesable syliRder, all s1:1pply aRd di:aiR vali,ies, steam distrib1:1ter aRd elestreRis seRtrels. The Reed te shaRge the saR1ster is iRdisated eR the iGOM display. Tl:!e l:!1:1midifier is desigRed te eperate witl:! water seRd1:1stivity frem 12fii fiiQQ {fiiQl=lz) er 33Q e7Q {eQl=lz) R1isreS4:m. System a1:1teR1atisally fills aRd draiRs as well as maiRtaiRs tl:!e req1:1ired water le11el based eR seRd1:1stivity. ,A,R air gap witl:!iR tl:!e l:!1:1R1idifier assembly sl:!all preveRt baskflew ef the l:!1:1R1idifier s1:1pply water. Tl:!e h1:1midifier is remei,,able frem tl:!e rear ef the sabiRet. ELECTRIC REHEAT Tl:!e elestris reheat seils are lew watt GleRsity, 3Q4 staiRless steel fiR t1:1e1:1far seRstr1:1stieR, pretested ey tl:!erR1al safety switsl:!es aRd seRtrelled iR eRe stage. LOW NOISE PACKAGE Tl:!e Lew Neise Paskage ted1:1ses tl:!e level ef se1:1Rd emitted froR1 tl:!e sempresser. Tl:!e paskage seRsists ef a 3,18 iRsl:! slesed sell pelyR1eric 4 .fii 8.fii lbs#t3 GleRsi~' sempressor se1:1Rd jasket tl:!at eRsleses tl:!e sompresser. AdditioRal % iRsl:! slesed sell pel¼1R1eris 3 8 lbs.lft3 deRsi~1 se1:1Rd deadeRiRg R1aterial is affixed to tl:!e 1:1Rdorsido of tho S1:1porior Sorvise Ascoss PaRel located above tl:!e compressor aRd attacl:!ed to tl:!e iRRer side ef the compressor cempartmoRt paRels that fase the !:let aRd cold aisles. ,A,11 so1:1Rd deadoRiRg material is ROR shoddiRg aRd located 01:1tside of tl:!e airstream. INTELLISLOT WES CARD (IS WES~ Pro\1ides gro1:1Rd fa1:1lt isolated 1 Q/1 gg baseT E-tl:!emet GORRectivity for l:IRit moRitoriRg aRd maRa9emeF1t. Tl:!e s1:1pported maRagemeRt iRterfaces iRGl1:1do: SNMP for Network MaRagemeRt Systems, l=lTTP for wee pa!je >JiewiR§, SMTP for eR1ail aRd SMS for Mobile R10SSagiR§. INTELLISLOT 405 CARD (IS 405L) Provides gro1,1Rd fa1,1lt isolated RS 485 Modb1,1s Retv1ork GORReGti1•1ity to !MdiR§ MaRa§eR1eRt Systems for 1:1Rit meRitoriRg aRd R1aRageR1eRt. INTElLISLOT BUILDING MANAGEMENT CARD (IS .IPBMb} Pro¥iGlos QfOl:IRd fa1:1lt isolated Mede1:1s IP Retwork G9RRestivity to B1:1ildiRg MaRageR1eRt SysteR1S for l:IRit moRitoriRg aRd R1aRa§eR10Rt. INTELLISbOT SITELINK E CARD (IS 405EXI) Pro11iees gro1,1Rd fa1,1lt isolated GORRestioR t9 a biebor:t SitobiRk E for R10RitoriRg aRd maRagemeRt. Cempatiele with bioeert SiteScaR 'Alee 4 .Q or Re\ver versioR. ffl.TER Tl:!e optioRal filters are two deep pleated 4 iRGI:! rated MERV11 follewiRg ASl=lRAE fii2.2 {eQ ea% ey ASl=lRAE fii2.1 ), losated witl:!iR the caeiRot aRd acsessible froR1 tho rear of the 1:1Rit. A filter clog alarR1 is iRcl1:1ded. REHEAT l HUMIDIFIER LOCKOUT IRGl1,1ees the Recossary relays t9 disaele tl:!e rel:!eat aRd h1:1R1idifier freR1 aR extemal 24 volt sigRal. ONE (1) EXTRA COMMON ALARM CONT.~CT PFG11ides·tl:!e c1,1stemor with a tetal of two sets of Aorrnally opeA {A/-0) soAtacts for reR1ote iAdicatieA of 1:1Ait alarR1s. ---)-+· LIQUI-TECT SENSOR Is a solid state water sensor that has no moving parts and is hermetically sealed to keep out dust and dirt. When the sensor detects the presence of moisture the alarm system is activated. DPN001907 Page :1/1 REV: 4 REV: 10/15 • EMERSON. Network Power LIEBERT CRV PRODUCT INFORMATION UNIT MOUNTED DISPLAY The Liebert iCOM® display is a microprocessor 9 inch color touch screen in an ergonomic, aesthetically pleasing housing. The display and housing will be viewable while the unit accent panels are open or closed. The display can be easily detached to view while the panel is open. Menu Layout-The menus will be broken out into two main menu screens: User screen and Service screen. The User screen contains the menus to access parameters required for basic unit control and setup. The Service screen is designed for service personal and provides access to advanced control setup features and diagnostic information. Password Protection-The display will contain two unique passwords to protect against unauthorized changes. An auto hide/show feature allows the user to see applicable information based on the login used. Unit Backup and Restore-The user shall have the ability to create safety copies of important control parameters. The display has the ability for the user to automatically backup unit configuration settings to internal memory or USB storage drive. Configuration settings may be transferred to another unit for a more streamlined unit startup. Parameter Download-The display has the ability for the user to download a report that lists parameter names, factory default settings and user programmed settings in .csv format for remote reference. Parameter Search-The display has search fields for efficient navigation and parameter lookup. Setup Wizards-The display will contain step by step tutorials or wizards to provide easy setup of the control. Context Sensitive Help-The display will have an onboard help database. The database will provide context sensitive help to assist with setup and navigation of the menus. Display Setup-The user has the ability to configure the display information based on the specific user's preference. Language, units of measure, screen contrast, home screen layout, back light timer and the hide/show of certainreadouts will be configurable through the display. DPN003607 Page :1/3 REV: 0 REV: 11/15 • EMERSON. Network Power LIEBERT CRV PRODUCT INFORMATION UNIT MOUNTED DISPLA V Additional Readouts-The display has the ability for the user to configure custom widgets on the main screen. Widget options will include items such as fan speed, call for cooling, maintenance status, call for electric reheat, call for dehumidification, call for humidification, Status LEDs-The display will provide the user with the unit's operating status using an integrated LED. The LED will indicate if the unit has an active alarm; if the unit has an active alarm that has been acknowledged; or if the unit is on, off, or in a standby status. Unit Alarms -All unit alarms are annunciated through both audio and visual cues, clearly displayed on the screen, automatically recorded in the event log, and communicated to optional lntelliSlot monitoring cards. Event Log -The display will automatically store the last 400 unit-only events (messages, warnings, and alarms). Service Contact Information -The display has the ability to store the local service or sales contact information. Upgradeable -Display upgrades are performed through a USB connection. Temperature Control -Precision temperature control is maintained while maximizing efficiency based on a user entered setpoint and ,tolerance. Humidity Control -The dewpoint level of the room is monitored and controlled based on a user specified Relative Humidity setpoint and tolerance. Operating Modes -6 selectable fan and compressor operating modes allow the compressor/cooling valve and fans to modulate together or independently. The components can be set to operate based on the return air, supply air, or rack temperature sensors. Various Control Types -Proportional, Pl (proportional-integral), or Intelligent control types can be selected for supply or return temperature. These control types have been developed to maximize component life and maintain precise environmental control. Wellness I Maintenance -System components are monitored to warn of potential issues in advance (helps avoid unplanned downtime) and prolongs component life. DPN003607 Page :2/3 REV: 0 REV: 11/15 • EMERSON. LIEBERT CRV Network Power PRODUCT INFORMATION UNIT MOUNTED DISPLAY Auto Restart-The unit will return to its previous operating status after loss of power. Units can be stagger started to minimize system current draw. lntelliSlot Cards -lntelliSlot cards allow for external unit communication and control. Service Contact Information -Local service or sales contact information can be conveniently stored in the control. Full Text Descriptions -The large screen size eliminates the need for abbreviated text, simplifying user operation. ? Upgradeable -Multiple units connected through a Unit-to-Unit network can be upgraded simultaneously or in series. Unit-to-Unit (U2U) Communication -Communication via private Ethernet network allows for advanced control functionality (Teamwork modes, sharing sensor data, Standby Rotation, Lead-Lag, and Cascade operation). Rack Temperature Sensors -Remote temperature sensors can be attached to the IT equipment racks to help ensure enough air at the correct temperature is being supplied by the cooling unit(s). Up to 1 O racks can be equipped with a 2T temperature sensor; each 2T sensor provides two temperature readings. The control can be set to average or take the maximum of the two sensor readings per rack. Sensors are connected in a daisy-chain (one sensor plugs into another) fashion via CAN cables. These sensors help to improve energy efficiency of the unit, minimize operating noise, and provide enhanced monitoring capabilities. Cascade -Standby units on a U2U network are automatically activated if active unit(s) cannot maintain control of the environment. Lead-Lag -A standby unit on a U2U network is automatically activated if an alarm occurs in an active unit. Standby Rotation -Standby units are rotated through a U2U network to balance system run hours. Units can be set to automatically rotate daily, weekly, or mol')thly. Teamwork modes: • Mode No -Units share data but operate independently using local sensor readings. • Mode 1 (Parallel) -All units perform the same operation with the same capacity based on sensor readings from the entire network; typically for rooms with balanced heat loads. • Mode 2 (Independent) -All units perform the same operation with varying capacity based on sensor readings from the entire network; typically for rooms with un-balanced heat loads. • Mode 3 (Optimized Aisle)-AII units perform the same operation and vary capacity based on IT server load and airflow requirements. This control mode maintains a consistent discharge air temperature while ensuring that airflow is consistently reaching the inlet of the racks. DPN003607 Page :3/3 REV: 0 REV: 11/15 • EMERSON. LIEBERT CRV Network Power CABINET DIMENSIONAL DAT A 600mm (24in.) MODELS ACCESS REQUIRED TO SERVICE THE LIEBERT CRV UNIT WITHIN THE ROW REAR SERVICE AREA IS S+B OR S+A WHEN BIS NOT AVAILABLE 25 9/16" · 903 5/16" ( 650mm) • j• ( 22944mm l j ~~-+------r-----7 ,~~%~1 I 0 I 11---+-----~ 259116"1 '87 I fs7 I (650mm) ~-~ 107 5/16" ( 2725mm l 461/4" ( 1175mm) I I I @» ~ TOP VIEW 783/4" ( 2000mm l NOMINAL FR01/ 235/8" ( 600mm l ~r-----::m!!i..-FOR PROPER AIRFLOW DISTRIBUTION: 215/8" ( 550mm) ~~~----LL ___ J 315/16" t· 235/8",j ( 100mm l ( 600mm l . 27 9/16" (700mm) ALIGN THE FRONT DOOR OF NEIGHBORING SERVER RACKS WITH THE FRONT CORNER OF THE LIEBERT CRV. ACCESS REQUIRED FOR INSTALLATION OF THE LIEBERT CRV UNIT WITHIN THE ROW. /'-. / '-.... > REAR 3' > ~ ( 76mm l 461/4" ~1175mml AIR FILTERS REAR VIEW ~<::,~\,/ > 49" DRY WEIGHT ±5% -Lbs (kg) DPN001791 Page :1/1 ( 1245mm l FRONT OR REAR CLEARANCE REQUIRED. MODEL CR020R CR035R CR040R AIR COOLED 7::!~ /::l::!5) ( 805 (365)) I~//"\ WATER/GLYCOL 772 (350) 849 (385) N/A CHILLED WATER N/A 728 (330) REV: 4 REV: 10/15 • EMERSON. N-twork Power LIEBERT CRV ADJUSTABLE SUPPLY AIR BAFFLES CRV 600mm (24in.) MODELS The Liebert CRV has been equipped with an adjustable, modular supply air baffle system. The baffles should be adjusted at start-up to direct air to the racks the cooling unit is intended to condition. Ideally, these should be the same racks the cooling unit is pulling hot air from. The baffles can be readjusted at any time as cooling needs change. Make sure that the unit is shutdown, with input power removed, when performing any work on the unit. 1. Open dlaplay door Inside View The Liebert CRV is shipped with the baffles in an alternating pattern as shown in the picture above. If a Liebert CRV is installed at the end of a row, all the baffles should blow air down the cold-aisle, toward the racks. If the cooling unit is installed in-between racks, the baffle segments can be alternated to distribute air both directions. The baffle segments at the top of the panel will direct more air than the segments at the bottom. The supply air will travel the furthest when all baffle segments are pointed in the same direction, left or right. Instructions to adjust the baffle segments A.) Remove the screws (1 on left and 1 on right side) of each baffle that must be changed ; 8.) Extract the baffle segment; C.) Rotate baffle segment around the horizontal axis to adjust direction; D.) Reassemble and tighten the screws. Left Side View Inside View The angles of the vanes in each baffle segment have been optimized. For proper operation, the airflow direction must always point up. DPN001863 Page :1/2 REV: 3 REV: 10/15 • EMERSON. LIEBERT CRV Network Power ADJUSTABLE SUPPLY AIR BLOCKER PLATE CRV 600mm (24in.) MODELS A blocker plate located inside the display door can be adjusted to supply air left, right, or both directions. The blocker plate should be adjusted to direct air towards the racks the Liebert CRV is intended to condition. The blocker can be readjusted at any .time as cooling needs change. Make sure that the unit is shutdown, with input power removed, when performing any work on the unit. Front of Unit Perforated Supply Air Opening (some perforations removed for clarity) Air Blocker installed over perforations -: ·~!'nn' •an ---.=-.&.·~- 6 6 i----t11t-Attachment Screws Inside View of Display Door The Liebert CRV is shipped with the air blocker plate installed on one side of the display door as shown in the above image. If a Liebert CRV is installed at the end of a row, the air blocker should be positioned to allow airflow down the cold-aisle, toward the racks. If the cooling unit is installed in-between racks, the blocker plate can be removed to allow air to discharge left and right. Instructions to adjust the air blocker A.) Remove the three screws that attach the blocker plate to the display door. B.) Re~ttach the blocker plate to the other side of the display door or remove entirely. DPN001863 Page :2/2 REV: 3 REV: 10/15 • EMERSON. Network Power LIEBERT CRV DIMENSIONAL DAT A FLOORSTAND 600mm (24in) MODELS 38 3/8" ( 976mm l 91/2" (241mm) 2" Factory supplied plugs can be removed after CRV unit is installed " mm) FOOT (4 PLACES) THREADED ROD 7/8" "A" "H'*" & NEOPRENE PAD 1/8" THICK. DPN003273 Page :2/3 ='= .4.6in 117mm __t_ Foot Detail *NOMINAL ~ 12 12 ..... ltl IV 24 24 * Foot provides ±0.25in (6.4mm) of adjustment from nominal height H in (mm) * " 305 --. ...,, 610 in(mm) A 8 3/4 l't v,-r 20 3/4 222 ~ ;:sr5 527 REV: 2 REV: 10/15 • EMERSON. Network Power LIEBERT CRV DIMENSIONAL DATA FLOORSTAND 600mm (24in) MODELS ISO VIEW WITH FLOORSTAND 463/8" ---------(1179mml i-----+-( ~6¼~m l Hole to hole . 21/2" ( 64mm l -----i 9/16" ¢ ( 14.29mm l TYP. 3/4" ( 19mm) DPN003273 Page :1/3 11/2" . (38mml--J REAR OF UNIT (8 places) o-J II ol FLOORSTAND ANCHORING DIMENSIONS TOP VIEW OF CRV FRONT OF UNIT 3/4" ( 19mm) 213/4" ( 551mm) REV: 2 REV: 10/15 O') ~ 0 sr 0 0 0 ~ iJ z j t EMERSO~ Network Power I DPN003273 Page :3/3 .: I LIEBERT CRV DIMENSIONAL DATA FLOORSTAND 600mm {24in) MODELS ~ ' I A Front of CRV unit with baffle panel removed Base of unit 1/4-14 self drill screws supplied, 10 PLACES. 1/2-13 bolts, nuts & washers supplied. Align holes in bracket with holes in floorstand, 3 PLACES. Bracket supplied front & rear 'I\ ~ ':': .. Notes: 1.) To level the unit lower the four stabilizing feet until they make contact with the floorstand. (SEE DETAIL "A") 2.) Anchor the bracket to the unit and the floorstand using the screws that are provided (SEE DETAIL "A'). 3.) The same mounting bracket is used in the front and rear of the unit. 4.) This document is not to be used for field installation, see CRV manual. REV: 2 REV: 10/15 • EMERSON. LIEBERT CRV Network Power PRIMARY CONNECTION LOCATIONS CR020R & CR035R AIR COOLED MODELS PIPING AND ELECTRICAL CONNECTIONS AVAILABLE AT THE TOP AND BOTTOM OF UNIT. ATTENTION. AIR COOLED SYSTEMS MAY REQUIRE ADDITIONAL OIL TO BE ADDED IN THE FIELD IN ORDER TO ALLOW FOR SUFFICIENT COMPRESSOR LUBRICATION. PLEASE SEE THE USER MANUAL FOR DETAILS. -...,,,..rm--, REAR UNSOLDER WHEN CONNECTING __ T_H_RO~GH BOTTOM 1 31/4" ( 83mm) 91/2" ( 242mm) 211/16" ( 69mm) TOP CONNECTIONS 235/8" ~ (600mm) 17 5/16" 31/16" ( 440mm l ( 77mm l ~ 95/16" RG ( 237mm) 211/16" ( 69mm) 215/16" (74mml1__ 211/16" ( 69mm) 461/4" ( 1175mm l 13/4" ( 45mm) LVT 5" ( 127mm) 21/8" ( 54mm) 31/4" 13/4" (45mm) 11/2" (38mm) 413/16" ( 122mm) 33/4" ( 94mm) 57/16" ( 138mm) 3" (76mm) HVB 23/16" ( 56mm 23/16" ( 56mm) ( 83 l mm RL RG GD GDH CP HS HVT HVB LVT LVB LVB2 DPN001792 Page :1/1 UNIT CONNECTIONS Refrigerant Liquid Line-Inlet Refrigerant Gas Line Outlet Gravity Coil Pan Drain Gravity Humidifier Drain Condensate Pump f4Ymidifier SYpply High Voltage Top Connection High Voltage Bottom Entrance (feed through the base of.the unit) Low Voltage Top Connection Low Voltage Bottom Entrance (feed through the base of the unit) Low Voltage Bottom Entrance (feed.through the base of the unit) '-CR20A l50Hz) CR35A (50Hz) / ~m O.D. Copper Sweat 16mm O.D. Copper swe;r 16m~D. Copper Sweat 22mm O.D. Copp¢"weat ' 20mm I.D. / " 22mm I.D. / '" 1/2' GAS F / 1/2~'.to~%,on), 3/4" GAS otto onnection) Combination Knockout Hole= (1-3/8"), 44.5mm (1-3/4') and mm(2-') _Yoiameter 63.5mm ~ fiole Diameter 22mm fl/8') 2 plac8'. _ / Hole Diameter 28mm (1-7/64'-) 2 places ' V --" --......... DETAIL A 123/4" (324mm)] 11/8" ( 28mm l _j 1 3/4" RG ( 44mm) 215/16" ( 74mm) CR20A (60Hz) 51/8" ( 130mm) 21/8" (55mm l LVB2 53/8" ( 136mm) BOTTOM CONNECTIONS (possible with raised floor) .--\..CR35A (60HzlJ 1/2' u.~er Sweat 5/8" O.D.Uipper Sweat ~O.D. Copper~ 7/8' O.D. Copper Sweat 1'MPT NIA 1/2" FPT 1.12' ~PT {!Gp sennestien), H4" Gemp10ssieA J:;i!tiAQ {tlettem 68AA86tiGA) Combination Knockout Hole Diameter 35mm (1-3/8"), 44.5mm (1-3/4") and 63.5mm (2-1/2') Knockout Hole Diameter 63.5mm (2-1/2") Knockout Hole Diameter 22mm (7/8") 4 places Knockout Hole Diameter 27.8mm (1-3/32") 2 places Hole Diameter 44.5mm (1-3/4") 1 places REV: 4 REV: 10/15 • EMERSON. LIEBERT CRV Network Power GENERAL ARRANGEMENT DIAGRAM 600mm (24in) AIR COOLED W/ LIEBERT MC CONDENSER MODELS LIEBERT MC CONDENSER LIEBERT MC CONDENSER WITH LEE-TEMP RECEIVE Pressure Transducer f ptional Field nstalled Fusible lug Condenser Coil Includes factory provided inverted trap. No external trap required. ~Li-qu-id• --7 Condenser Coil I I Hot Gas Distar~;-1 l \J/'v Liebert CRV Unit and associated Piping Solenoid Expansion Filter Drier Valve Valve Distributor Service Valve High Pressure Transducer ~.E..---«u;z:::==~ CR035 Digital Solenoid Valve Sensing Bulb Vibration Absorber Suction Line Evaporator Coil • For rises over 25ft (7.6m), trap : every 20ft (6m) nmrZJ I ·---7 Hot Gas Discharge Vibration Absorber Check Valve *Is~ j1 : '----..,..------------1:::0:::=:=:=::nls:;-ol-at-ion,cV=a~lve:::J--__."---t--t--~-'J Liquid Return ~ '----.,._..;:...:.....;.;_ _____ O:::O=ri----lL---H--~-- FACTORY REFRIGERANT PIPING ----FIELD PIPING 'v SERVICE/ SCHRADER (ACCESS) CONNECTION NO VALVE CORE W SERVICE/ SCHRADER (ACCESS) CONNECTION WITH VALVE CORE NOTES: 1. SCHEMATIC REPRESENTATION SHOWN. DO NOT USE FOR SPECIFIC CONNECTION LOCATIONS. 2. ONE OR MORE ADDITIONAL PRESSURE RELIEF VALVES ARE REQUIRED DOWNSTREAM OF ANY AND ALL FIELD-INSTALLED ISOLATION. DO NOT ISOLATE ANY REFRIGERANT CIRCUITS FROM OVERPRESSURIZATION PROTECTION. DPN002858 Page :1/1 • Components are not supplied by Liebert but are recommended for proper circuit operation and maintenance. Should be located near the indoor Liebert CRV unit. REV: 1 REV: 10/15 t EMERSON. LIEBERT CRV Network Power ELECTRICAL FIELD CONNECTIONS DESCRIPTIONS STANDARD ELECTRICAL CONNECTIONS 1) High voltage connection. through the bottom of the electric panel -1-3/8" (34.9mm), 1-3/4" (44.5mm) & 2-1/2" (64mm) diameter concentric knockout. 2) Low voltage connection through the bottom of the electric panel -Quantity (2) 7/8" (22mm) diameter knockouts. 3) High voltage connection through the top of the unit -1-3/8" (34.9mm), 1-3/4" (44.5mm) & 2-1/2" (64mm) diameter concentric knockout. 4) Low voltage connection through the top of the unit -Quantity (4) 7/8" (22mm) diameter knockouts. 5) three phase electrical service -Connect to terminals on disconnect switch. Three phase service not by Liebert. (see page 2 for an i~portant note regarding unit electrical service) 6) Factory Installed locking Disconnect Switch 7) Earth ground -Terminal for field supplied earth grounding wire. 8) ·. Remote unit shutdown -Replace existing jumper between terminals 37 & 38 with field supplied normally closed switch having a .: minimum 75VA, 24VAC ratjng. Use field supplied Class 1 wiring. 9} ·. Customer alarm inputs -Terminals for field supplied, normally closed contacts, having a minimum 75VA, 24VAC rating, between terminals 3 & 50, 2 & 51, 5 & 55, or 3 & 56. Use field supplied Class 1 wiring. Terminal 3 & 56 are used for humidifier alarm when a humidifier is installed. The remaining terminals are available for customer alarm inputs, such as; smoke sensors and building fire alarms. · 10) Cortlmon alarm -On any alarm, normally open dry contact is closed across terminals 75 & 76 for remote indication. 1 AMP, 24VAC max load. Use Class 1 field supplied wiring. 11) Heat rejection interlock -On any call for compressor operation, normally open dry contact is closed across terminals 70 & 71 to heat rejection equipment. 1 AMP, 24VAC max load. Use Class 1 field supplied wiring. 12) CANbus Connector-Terminal block with terminals 49-1 (CAN-H) and 49-3 (CAN-L) + SH (shield connection). The terminals are used to connect the CANbus communication cable (provided by others) from the indoor unit to the Liebert Microchannel Condenser -Premium Model. CANbus Cable -CANbus cable provided by oth~rs to connect to the outdoor condenser. No special considerations are required when the total external cable connection between the indoor unit and outdoor unit(s) is less than 450FT (137M). For total external cable connections greater than 450FT (137M) but less than 800FT (243M) a CANbus isolator is required. Cable must have the following specifications: DPN001884 Page :1/3 Conductors 22-18AWG stranded.ti.nned copper Twisted· pair (minimum 4 twists.per foot) Braided shield or foil shield with drain wire Low Capacitance·(15pF/FT or less) UL approved temperature rated to 75°C UL approved voltage rated to 300V UV-resistant and moisture-resistant if not run in conduit Pleanum rated NEC type CMP, if required by national or local codes EXAMPLES BELDEN 89207 (PLENUM RATED), OR ALPHA WIRE 6454 CATEGORY 5, 5E, OR HIGHER REV: 7 REV : 4/30/2015 • EMERSON. LIEBERT CRV Network Power ELECTRICAL FIELD CONNECTIONS DESCRIPTIONS ELECTRICAL CONNECTIONS FOR OPTIONAL FEATURES --)• 13) Condensate pump high water alarm (available when Gpliooal pump is installed) -On pump high water indication, normally open dry contact is closed across terminals 88 & 89 for remote indication. 1 AMP, 24VAC max load. Use Class 1 field supplied wiring. --)~ 14) LiquiTect shutdown and dry contact (available when optional LiquiTect sensor is installed) -On LiquiTect activation, normally open dry contact is closed across terminals 58 & 59 for remote indication. The LiquiTect sensor notifies iCOM of indication through terminals 60 & 61. 1 AMP, 24VAC max load. Use Class 1 field supplied wiring. +a} Reheat and humidifier toGkout -~ 24¥-AC ~ at tem:linals 82 & 83 fGi: IGGkoot Gf i:el:leat aoo humidifier • .:t-9} Additional Common Alarm • GA any alam:!r ™ additional ooi:mally GpeA dry OOAtaGt is GIGseG amss terminals 94 & 95 for remote indication. 1 AMP, 24VAC max load. Use Class 1 field supplied wiring. NOTE: Refer to specification sheet for total unit full load amps, wire size amps and max overcurrent protective device size. Important note for 460V rated Liebert CRV units (CR******A) The electronically commutated (EC) motors included in the CRV unit are suitable for connection to an electrical service providing input power to the unit with 300V or less line to ground potential only. Acceptable unit input electrical service for 460V (480V) nominal units -480V wye with solidly grounded neutral and 277V line to ground Un-acceptable unit input electrical service for 460V (480V) nominal units -wye with high resistance (or impedance) ground -delta without ground or with floating ground -delta with corner ground -delta with grounded center tap REV: 7 7 DPN001884 Page :'2/3 REV: 4/30/2015 t EMERSON. LIEBERTCRV Network Power ELECTRICAL FIELD CONNECTIONS DESCRIPTIONS TYPICAL2 DPN001884 Page :3/3 3 UNIT DISCONNECT SWITCH @ 2-1/2" (64mm) Filed high volt K.O. 1-3/32" (28mm) Filed low volt K.O. • -------UNIT TOP OVERLOAD PROTECTORS • • CONTACTORS • ·~~-~.CXJ ·mr· . r I I a a t a Ila • 0 0 I 11 11 • 1-3/4" (44.5mm) Field low voJt CANbus K.O. II n 0 11 ( O~O -96 84 75 78 83 82 81 88 88 83 82 ~ 81 80 ~ SH 48-1 48-3 71 70 38 37 81 80 S8 &8 • 51 0 0 !5 so 0 0 3 0 0 1 4 0 0 87 88 I 1111 85 I OIK 84 II CO 0 2 11 I 5 11 C 0 0 24 I 0 11 -+ O"" OJ [] 0 0 0 0 0 0 I I I 0 0 01 IU ut Ill 0 0 L 0 0 -+ J 11 16 10 NO T ED us Kg) ki§) >-NO T ED us 12 kD) ~ 14 -0) >-FAC TORY MINALS TER -0) .J 111 J II lULlJ REV: 7 REV: 4/30/2015 t EMERSON. LIEBERT CRV Network Power 2T RACK TEMPERATURE SENSOR CONNECTIONS 600mm (24in) MODELS t 15/8" ( 41mm) ......___ ......___ >/ ~ // ) 12..7 "'--f( _,,,,,->----....___ 2T SENSOR CHAIN ( 305mm l I --....___ ~ Approx. center of rack/in front of IT equipment. I I I I I I I I I I I I '---I ......___ ......___ I Install temperature sensors on the '-l._ perforated portion of the rack door '----I using the supplied zip-ties. '----"--- Ensure door can swing freely without --....___ binding cables. --....___ FIRST SENSOR CABLE CONNECTION ......___ >--/ ......___ ......___ Remove terminating~ plug and discard. DETAILA 0 DPN001983 Page :1/1 zl'CAf/'ca" into the slot previously occupied by the terminating plug. 0 = 0 0 = 0 3 3/8" ( 86mm) Temperature sensing probe BACK VIEW 3/16" (5mm) Each temperature probe wire is 72" (1830mm) long Cable Connection Entry TOP INLET n FRONT VIEW REV: 2 REV: 10/15 LIEBERTCRV INTELLISLOT CABLE CONNECTION PATHS Cable Connection Entry TOP INLET PATH DPN001911 Page :1/1 TOP INLET ~ FRONT VIEW BOTTOM INLET (possible with raised floor) BOTTOM INLET PATH (possible with raised floor) INTELLISLOT CONNEITiON LO[ATIONS BOTTOM RIGHT SIDE Of UNIT LOW VOLTAGE FIELD WIRING MUST ROUTE THROUGH THE WIRE [HASE Notes: 1. All wiring connections must be made per lornl codes. ~ Field supplied und / installed rnble REV: 06/11 REV: 1 LIEBERT SYSTEM CANBUS COMMUNICATIONS AND SIGNAL CONNECTIONS BETVvEEN INDOOR CRV600mm (24in) UNIT AND LIEBERT tv'C CONDENSER (PREMIUM) UNIT ~~ OUTP~: JNPI/T,ij -,J6 ~[; J6 TERMINATION JUMPER MUST BE SET TO PINS 1 AND 2. CANbus ADDRESSING SWITCH DETAIL1 CAN CABLE (A) CONNECTION LOW VOLTAGE FIELD ENTRANCE LOCATED ON BOTTOM LEFT OF CONDENSER ENCLOSURE. [OMPONENT NOTES t COMPONENT APPEARANCE, ORIENTATION, AND POSITION MAY VARY TERMINAL NAMES AND CAlLOUTS REMAIN CONSTANT. HEAT REJECTION INTERLOCK (B) - I - P78 TERMINATION JUMPER FACTORY SET TO PINS 2 AND 3, FIELD MUST REMOVE JUMPER AND REPLACE ON PINS 1 AND 2. - - FACTORY WIRING BETWEEN MC CONTROL BOARD ANO TERMINAL STRIP. P78l-•I 1 3 CABLE NOTES W. FACTORY WIRING BETWEEN !COM ANO TERMINAL STRIP. t FIELD SUPPLIED CABLE. -SHIELDED -22-18AWG SlRANDED TINNED COPPER -TWISTED PAIR !MINIMUM 8 TWISTS PER FOOTI -LOW CAPACITANCE 115pF/FT OR LESSI -MUST BE RATED TO MEET LOCAL CODES ANO CONDITIONS. -EXAMPLES BELDEN 89207 !PLENUM RATEOI, OR ALPHA WIRE 6454 CATEGORY 5, SE, OR HIGHER. 2. 00 NOT RUN IN SAME CONDUIT, RACEWAY, OR CHASE AS HIGH VOLTAGE WIRING. 3, FOR CANBUS NETWORK LENGTHS GREATER THAN 350FTl107MI, CONTACT LIEBERT FACTORY. WIRE NOTES IBI t FIELD SUPPLIED WIRE -18AWG OR GREATER -RATED 600V 2. RUN TWO WIRES FROM INDOOR UNIT TO CONOENSERIS. 0PN002841 Page :1/1 CRV INDOOR UNIT A B CONDENSER HEAT REJECTION INTERLOCK (B) REV : 06/2014 REV: 2 C: ~ ~ EMERSONN Network Power LIEBERT® INTELLISLOT™ UNITY PLATFORM CARDS Product Specification/Installation Sheet Liebert lntelliS/ot Unity cards are a form, fit and functionreplacement for seve~al existing Liebert lntellislot Web and 485 cards. RJ-45-Ethernet-Trellis; Modbus TCP; BACnet IP; SNMPv1, v2c, v3; Liebert Protocol; HTTP; Building // Management System; . Network Management : System RS:.485 • Modbus RTU, BACnet MSTP, YDN23; Building Management System :--Reset Button ' (Reboot or reset to factory defaults) :--,.... Liebert Sensor Network ' (future release) · Description The Liebert IntelliS1ot Unity Platform brings SNMP, BACnet IP, BACnet MSTP, Modbus TCP, Modbus RTU, YDN23 and Web'managem:ent capability to many models of Emerson Network Power's power and cooling equipment. The cards employ Ethernet and RS-485 networks to monitor and manage a wide range of operating parameters, alarms and notifications. See Table 1 for equipment supported and Table 2 for communication protocols supported. Additional Features • SNMPv1, SNMPv2c and SNMPv3 with MIB-11 support • DHCP per RFC2131/2132 • HTTP/HTTPS 1.1 • Remote firmware updates via a Web browser • BootP • IPv4 and IPv6 Compatibility With Other Emerson Products and Communication Protocols Table 1 Compatibility with Liebert equipm~nt Liebert lntelliSlot Card Compatible with: ,Liebert APM™, Liebert AP Liebert CRV™, bert CW""· Liebert Challenger 3000m Liebert DCP™, Liebert Deluxe , 1ebert DSTM, Liebert DSEni, Liebert eXL ™, Liebert HPC™, Liebert HPC-S/M/R/W/Genericrn, Liebert HPMTM, Liebert NXCTM, Liebert NXL n.1 *, Liebert NXR™, Liebert PCW™/PDX™, Liebert PeXrn *, Liebert XDCrn, Liebert XDPn', Liebert XDP-Cray™ Table 2 Liebert lntelliSlot card communication protocols Communication Protocol Remote Service Liebert intelliSlot HTTP Emerson !)elivery SNMP BACnetlP Modbus TCP Card (Part #) HTTPS -.. -··--· -.. ~ Cl A,.. __ .._ "iA~TC, Modbus RTU YDN23 * Liebert IS-UNITY-DP t/ t/ t/ t/ t/ t/ t/ t/ t/ /IC.J 11\JITY-DP) Liebert IS-UNITY-LIFE t/· V t/ ------(IS-UNITY-LIFE) * YDN23 supported only for Liebert PeX and Liebert NXL. 1 =:> Dimensions 1-----3" (76mm)----- CJ 0 01 __ 1 1-1/2" (38mm) l Front of Liebert lntelliSlot Unity Card r .. 2-3/8" (60.3mm) Top of Liebert lntelliSlot Unity Card l:: { gg 0 00 00 00 1/2" (11mm) 00 ---------4-3/4" ________ _ (121 mm) Specifications Power DC Inputs . 7 to 12VDC Requirements Power Consumption . 3.6W maximum Dimensions • W x D x H: in. (mm) • 2.97 X 5.2 X 1.45 (75.5 X 15 X 37) Weight Net, oz. (kg) • 7 (0.2) Shipping, lb. (kg) . 1.3 (0.6) Ambient Operating Environment, °F (°C) . 32 to 104 (0 to 40); 10% to 90% RH (non-condensing) Ambient Storage Temperature, °F (°C) • -4 to 140 (-20 to 60) Communication Ethernet Communications . RJ-45 Ports RS-485 . RJ-45 (RJ-45 to 2-Position Terminal Block Adapter) Wiring Specifications Connection Supported Wire Type 10/1 00Mb/s Ethernet Connector Standard Category 5E Cable RJ-45 -One-Wire Connector Liebert® Integrated One-Wire Sensor Cable or 2m Cat 5E to Modular 1-Wire Sensor. ADAPTER RJ45-2POS TERMINAL BLOCK EIA485 to 18-22 RJ-45 -RS-485 Connector AWG Stranded & Shielded 18 AWG recommended Non Plenum -Belden 9461 Plenum -Belden 88761 Micro-USB AB Standard Micro-USB AB Liebert Corporation 1050 Dearborn Drive Telephone: 1-800-877-9222 P.O. Box 29186 Facsimile: 1-614-841-6022 Columbus, OH 43229 www.liebert.com Maximum Wire Length 328 ft. (100m) 65.6 ft. (20m) 3000 ft. (914m) 16.4 ft. (5m) I:, ~ EMERSON. Network Power © 2012 Liebert Corporation All rights reserved throughout the world. Specifications subject to change without notice. ® Liebert is a registered trademark of Liebert Corporation. All names referred to are trademarks or registered trademarks of their respective owners. SL-52646_REV5_ 11-14 2 m. Liebert. LIEBERT LIQUl•TECT® 410 Point Leak Detection Sensor Product Specification Sheet Description The Liebert Liqui-tect 410 (LT410) provides a single-point detection of leaks. The point detection sensor has two gold-plated sensing probes to prevent corrosion resistance and to provide accurate readings. The LT410 constantly monitors points for leaks, internal faults and power failures and warns of any abnormal conditions. Mounting brackets allow for sensor height adjustment and leveling. The LT410 is the ideal solution for sensing leaks under a raised computer floor or air conditioning drip pans. Two independent outputs provide added flexibility with the capacity to signal both a local alarm panel and a remote building management system or external equipment, such as motorized water shut-off valves. The LT410 is also ideally suited for the following: Applications Locations • Glycol, Chilled Water Cooling • Large-Scale Network Control • Humidification Feed Water Piping Centers • Condensate Pumps and Drains • Data Centers • Unit and Ceiling Auxiliary Drip Pan$ • Server Rooms -Closets • Overhead Piping Troughs • Unattended Remote Shelters Dimensions -Top, Front & Side Views TOP VIEW FRONT VIEW i.-----5.85"----..i (148.5mm) D ! Form-C relay outputs & power wiring connection Shipping weight: 2 lbs (0.9 kg) Mounting holes: #8 screws • EMERSON. Network Power • Mechanical Equipment Rooms • Sensitive Areas With Overhead Piping • Industrial Process Control Rooms SIDE VIEW l.-2.25"~ (57.2mm) Specifications Liqui-tect 410 Sensor Power 24 VAC 100 mA, 50/60 Hz, requirements 3 VA (max.) Dimensions, in. (mm) 6.35" X 2.25" X 4.46" WxDxH (161.2 X 57.2 X 113.2) Weight (assembled) 2.0 lb. (0.9 kg) Metal enclosure NEMA 1, IP 30 Environmental Conditions Operating 50°F to 104°F temperature (10°c to 40°C) Operating 10% to 95% relative humidity humidity (non-condensing) Operating 0 to 10,000 ft. altitude (0 to 3,048 m) Output Relays Contact rating 2 Form-C; 3 A rating at 24 VAC Agency Listings UL UL916 C-UL C22.2, No. 205-M1983 CE Yes Placement on Subfloor Under Cooling Support Equipment To a Liebert environmental unit and an optional* monitoring panel To external power supply or directly :__.,b=;t.=:;;t:ll:----~:is from unit (see Power~------~-----~ Wiring on 3) LT410 Leak detection zone (directly beneath unit) FCC Compliance 47 CFR, Part 15 * Output connections to external alarm monitoring panels such as the Liebert contact closure alarm panels Wiring Interconnections (Circuits shown in powered, non-alarm state) Red Wires 24 V,AC/DC @ 0.10A, 50-60 Hz, DC Class 2 Circuit Only J .. .. ~ ~ 0. 0. Gold-plated probes Orange Wires Alarm Contact Rating 24 VAC@3A Class 2 Circuit Only Yellow Wires Alarm Contact Rating 24 VAC@3A Class 2 Circuit Only ----· L t Height adjustable 0-0.5" (0-12.7mm) NOTE: All power and alarm connections Class 2 circuits only Power Wiring The LT410 is rated for 24 VAC, ~/60 Hz and 0.10 amp. Figure 1 24Vfrom Liebert environmental units to l,.T410 LiebertCRV LT410 TB1 Red wires T4 (24V) G · ~ Red T5 (Ground) 0----------iEJ Red c) • a a I_ 0 ; 8 II D ~o=o=° o===d •O• 4V external transformer (there are esignated terminal connections on the unit) Figure 2 24V from transformer to LT410 Transformer LT410 Red wires From 24v _______________ E] RReedd transformer EJ Location of T4 (24V) connection on main controller board of Liebert unit Wiring to Auxiliary Alarm Panels The LT410 has two Form-C dry contact alarm output contacts: orange wires (1) and yellow wires (2). Each contact is rated for 24 VAC at 3 amp. Figure 3 LT410 to Liebert environmental units 1-NC 1-COM 1-NO 1-NC 1-COM 1-NC 1-COM LT410 Orange wires • LiebertCRV Environmental unit 58 59 Liebert Deluxe System/3, Challenger, Himod or Mini-Mate2 E Ordering Information Product Number Quantity Description LT410 6 Point Leak Detection Sensor Liebert Corporation ~ Liebert. 1050 Dearborn Drive Telephone: 1-800-877-9222 P.O. Box 29186 Facsimile: 1-614-841-6022 Columbus, OH 43229 www.liebert.com • i EMERSON. Network Power © 2007 Liebert Corporation All rights reserved throughout the world. Specifications subject to change without notice. ® Liebert and the Liebert logo are registered trademarks of Liebert Corporation. All names referred to are trademarks or registered trademarks of their respective owners. SL-31050_REV0_06-07 LIEBERT vNSA Network Switch Assembly: Dimensions .213" {5mm) 12" { 305mm) 3.298" -("' ! 84mm) \ ~ .6 __ 94_" --------rl4{ J~~· l { 18mm) .375" ! 10mm) ' __ __,,/ DPN001135 DETAIL A MOUNTING SLOT (TYP 2 PLACES) .88" !22mmll 'r '· 1250" { 318mm) ' ~I A Inside view of back of box & back plate i / 1.40 ! 36m ml t ' 1.00" ,, ( 25mm I 213" 0 ! 5mm l (2 PLACES) REV05/06 REVO DPN001137 LIEBERT vNSA Network Switch Assembly Internal Details Ground Lug for field ground wire connection ....--8 Pefts stipplieEl mi: MeElel ·;~lSAS iGOM: 7 fFee pefts erreilable MeElel ·;~lSi°'S: 8 fFee pefts El't'ailable D 16 Ports supplied on: MeElel v~lSA16 iGOM: 1 a fFee pefts B't'Bilable Model vNSA16: 14 free ports available . 100-240 Vac, Single Phase 47-63 Hz 0.4 A Volt Power Connection Requires field supplied hard wiring 16AWG stranded maximum or connector/plug. Knockouts (6) & trap door (1) available for field wiring/cabling entrance on top & bottom sides NOTE: Field to supply CAT5 or better cables. Network Switch Model Maximum # of Connected Cooling Units w/ Small iCOM Display w/ Large iCOM Display vNSA8-iCOM 7 Units 3 Units vNSA 16-iCOM 13 Units 6 Units vNSAR 8 Units 4 Units (vNSA16 ) 14 Units 7 Units • 0 REY05/06 REYO + EMERSON~ Network Power LIEBERT® VNSA™ Installation Sheet FRONT OF Liebert vNSA (Liebert iCOM model shown) Description The Liebert vNSA network switch is designed for connecting multiple Ethernet-ready devices and comes in various models. The unit may have: • A Liebert iCOM® display mounted on the front, as sh.own at right. Liebert iCOM models permit interconnecting cooling units that are equipped with Liebert iCOM controls, allowing the units to communicate. · One or two 8-port switches, providing a total of 8 or 16 Ethernet ports. The example below shows a model with two 8--port switches. The number of ports available varies by model (see Table 1 for details). All models have a power supply that requires connection, as shown below. INSIDE VIEW 16-port model shown UPPER SWITCH (all models) LOWER SWITCH (16-port models only) · Liebert iCOM display Key lock Power supply (all models) . L__ Knockouts for cable access (top and bottom) Liebert iCOM Display Model Firmware / Liebert Products Supported vNSA8-iCOM Liebert DS™ Liebert Challenger™ 3000/ Liebert HPM™ vNSA 16-iCOM PA Liebert CW™ Liebert Challenger ITR ™ Liebert PeX ™ with Liebert iCOM Control Yes vNSA8-iCOM-CR CR Liebert CRV™ vNSA 16-iCOM-CR . vNSA8-iCOM-XP XP Liebert XDP™ vNSA 16-iCOM-XP Liebert XDC TM ¥N8A8 No --C vNSA16~ 1 Packing Contents The Liebert vNSA comes standard with ·these components: • Liebert iCOM display on front of enclosure (Liebert iCOM models only) • One 8-port switch inside enclosure (8-port models) or Two 8-port switches inside enclosure (16-port models) • Universal power supply and hardwire adapter • Keys (2) to panel door lock • User manual for Liebert vNSA • User manual for industrial rail switch • User manual for Liebert iCOM (Liebert iCOM models only) Factory Connections The Liebert vNSA has factory-wired connections to simplify installation, depending on the model (see Figure 1): Models with Liebert iCOM display • The upper switch is factory-connected to the Liebert iCOM display. 16-port models • The upper switch is factory-connected to the lower switch. All models • Proper power connections are factory-wired between the 3-pin terminal blocks on each switch. Figure 1 Factory-wired connections ="""""'""-UPPER SWITCH (all models) --..------Cable connecting upper switch to lower switch (16-port models only) a------------+--Cable connecting upper switch to Liebert iCOM display (Liebert iCOM models only) ---------LOWER SWITCH (16-port models only) 2 7 Switches Each switch has eight 10/100 Mbps twisted pair RJ 45 ports, allowing connection of Ethernet-ready devices to available ports. The switch supports Ethernet 10 Mbps and Fast Ethernet 100 Mbps using twisted-pair RJ45 ports, allowing connection of Ethernet-ready devices. The devices support switched Ethernet networks in accordance with IEEE standard 802.3. Three automatic features-autonegotiation, autopolarity and autocrossing-allow the use of standard network cables (CAT5 or better) for connection to each port, rather than a special crossover cable. The switch detects and makes adjustments for the network's speed and transmission mode, polarity and transmit-and- receive pins. Refer to the Industrial Rail Switch user manual for more details. Connecting Devices . Use CAT5 or better network patch cables with RJ45 connectors to connect devices to available ports. Number of Ports Available Th~ number of ports available for Ethernet-ready devices varies by model, as shown in Table 1. • Models with the Liebert iCOM display use one port for connection to the Liebert iCOM display. • Models with two switches use two ports to interconnect the switches. Table 1 . Number of available ports by model Maximum # Cooling Units # Ports Needed to Connect: That May Be Connected Cooling Units Cooling Units Liebert Total To Liebert Upper With Small With Large iCOM # iCOM & Lower # Ports Liebert iCOM Liebert iCOM Display Model Ports Display Switches Available Display Display vNSA8-iCOM 8 1 -7 vNSA8-iCOM-CR 8 1 -7 7 units 3 units vNSA8-iCOM-XP 8 1 -7 Yes vNSA 16-iCOM 16 1 2 13 vNSA 16-iCOM-CR 16 1 2 13 13 units 6 units vNSA 16-iCOM-XP 16 1 2 13 vNSA8 A 0 8 units 4 units No c:::: vNSA16 16 -•, 2 14 14 units 7 units ~· Number of Cooling Units That May Be Connected The maximum number of cooling units that may be connected depends on the Liebert vNSA model and the size of the Liebert iCOM display in the cooling units, as shown in Table 1. Refer to the Liebert iCOM user manual for additional details on connecting Liebert cooling products. 3 Connect Power to the Liebert vNSA The Liebert vNSA requires AC power (100-240VAC single phase) for proper operation. A universal power supply (12V, 1.5A) is installed inside the enclosure, with a hard-wired connection for 120V or 230V operation. ~ WARNING ...L.!..lt.. Risk of electric shock. Can cause injury or death. Disconnect all local and remote electric power supplies before working within. q NOTICE The Liebert vNSA is designed for use on properly grounded (earthed) 100-240VAC single- phase power, 50Hz or 60Hz. The ground wire for the power lead must be wired to the earth ground terminal (stud located next to the universal power supply). This equipment is intended to be installed by a qualified and certified electrician who must review and approve customer supplied wiring and circuit breakers, verify correct input and grounded (earthed) connections to ensure compliance with technical standards and national and local electrical codes. NOTE The connector must be unplugged prior to installation. A field-supplied power cord may be used in place of the hardwire adapter provided. Power Supply Wiring Instructions 1. Loosen and remove the screw from the adapter cover. 2. Remove the cover. Loosen cover screw 3. Loosen the two screws that secure the wire clamp. Remove the screws and the wire clamp. -----Wire clamp 4 4. Connect the incoming electrical service ground wire to the earth ground terminal inside the enclosure, shown below. Earth ground terminal 5. Feed wires-including a ground wire from the earth ground terminal in Step 4-through the rubber strain relief into the adapter. Note: 16 AWG stranded maximum wire size. Rubber strain relief 6. Strip the insulation on each wire to expose 5/8" (16mm). Strip insulation ----to expose 5/8" (16mm) 7-. Loop each wire around the appropriate terminating screw and tighten. Each screw is labeled: • N = Neutral for 120V; Line for 220V applications • E = Earth ground • L =Line Neutral for 120V; Line for 220V applications (white) Line (black) Earth grounding conductor (green) 8. Replace the wire clamp and the two screws removed in Step 3 to secure wires. 9. Close the adapter cover and tighten the screw from Step 1. 5 Enclosure The Liebert vNSA enclosure features a key lock for added security. The enclosure is made of metal to accommodate secure conduit fittings and protect components against environmental debris. The enclosure is designed for easy wire routing and terminations. Access slots for network cables and power wiring are located on both the top and bottom of the enclosure. The enclosure is 3.3" (84mm) deep, allowing for recess mounting in a wall. The enclosure may also be surface- mounted. The enclosure houses the power supply and one or two 8-port rail switches. Some models have a Liebert iCOM display mounted on the front of the enclosure. Enclosure Mounting Considerations The Liebert vNSA must be installed indoors. The enclosure must be secured to a wall, either mounted on the surface of a wall or recessed with the front flush against a wall. The method of mounting depends on the application, the location of equipment to be monitored and the type of wall the enclosure will be mounted on. • The Liebert vNSA should be mounted where it can be easily accessed. • The site must have electrical service and must permit routing of network cables to the unit's RJ45 ports. • The wall material must be capable of supporting the weight of the Liebert vNSA: see Specifications on page 8. 6 I+--14.25" -----.1 I (361.95mm) I FRONT VIEW (all models) = 000~ ,mOOO TOP/BOTTOM VIEW (vNSAB & vNSA16 models) 7/8" (22mm) .---------,, I ,ruOOO TOP/BOTTOM VIEW (Liebert iCOM models) 12" (304.8mm) 3.3" (84mm) 4.175" (106mm) Surface Mounting NOTE q Removing the conduit knockouts before mounting the Liebert vNSA on the wall will ease installation and prevent strain on the mounting hardware and wall. After determining where to place the enclosure, check to ensure that you have all the hardware required to install the panel on the surface of a wall. Obtain the ne~ded tools and material. Requir~d Tools • Electric drill (if surface is too hard to drive screws without pilot holes) • Screwdriver • Marker to denote layout of holes · • Four screws, each #10 Mounting the Panel NOTICE·. Check building plans and other relevant documents to determine whether mounting the Liebert v:NSA at the selected location might cause cutting or otherwise damaging electrical or communication wiring or pipes. , ( ' ' 1. Mark the wall for mounting holes, using the backof the unit as a template (see Figure 2). Figure 2 Mo~ntirig dimensions 0.88" {22mmrl ,. -. ' ). I 0.213" ~5mm) . · · .. ~ r-/" ~ ... 1 A r . /,,, 0.694" ¥ {18mm) .t: Detail "A" Mounting Slot , - 12-1/2" (318mm) I ... Back Plate (inside view) , ~ 10" 4mm) (25 , " 1" t (25mm) 0 o.213" (5mm) (two places) 2. Drill holes, if required, to install the four #10 screws that will secure the Liebert vNSA to the wall. Clean up the debris. 3. If the wall material is not strong enough to hold the screws securely, use wall anchors. 4. Install the top two screws-the screw heads must be small enough to slip through the larger, bottom portion of the pear-shaped mounting slot in the Liebert vNSA (see Figure 2). The screws must also be large enough to extend over the edges of the top of the mounting slot. 5. Hang the Liebert vNSA on the screws, letting the panel slip down until the screws are in the smaller, upper portion of the slot. 6. Tighten the screws until they are snug. 7. Insert the remaining two screws in the bottom holes on the back of the panel and tighten. 7 Specifications c:::: \INS.A.a iCOM \INS.A.~& iCOM ~ MODEL \INS.A.a iCOM CR: t.«NS.A.~& iCOM CR 1i1NS,6..a iCOM Xiii \INi,t.~& iCOM Xiii Power 100-240VAC, single-phase, 47-63 Hz, 0.4A Dimensions, W x D x H -in. (mm) 14.25 X 3.3 X 12 (362 X 84 X 305) Weight· lb. (kg) ~ 10 (4.5) Enclosure Type NEMA 1, painted steel IP20 -indoor use Mounting Surface Building wall or structural member Communication Ethernet 10/100 Mbps RJ45 ports, autonegotiation, autopolarity and autocrossing Ambient Operating Environment 32°F to 140°F (0°c to 60°C); 0 to 95% relative humidity, non-condensing. Wiring Specifications Connection Supported Wire Types Maximum Wire Length Rating Ethernet 10/100 Mbps CAT 5 RJ45 Ethernet cable 328 ft. (100m) N/A Universal power supply 16 AWG Stranded Contact local electrician 300V Ordering Information. Quantity Part# Liebert vNSA with: Firmware / Liebert Products Supported vNSA8-iCOM 8 ports, Liebert iCOM display Liebert DS Liebert Challenger Liebert HPM PA vNSA 16-iCOM 16 ports, Liebert iCOM display Liebert CW series Liebert PeX vNSA8-iCOM-CR 8 ports, Liebert iCOM display CR Liebert CRV vNSA 16-iCOM-CR 16 ports, Liebert iCOM display vNSA8-iCOM-XP 8 ports, Liebert iCOM display Liebert XDP XP LiebertXDC vNSA 16-iCOM-XP 16 ports, Liebert iCOM display vNSA8 8 ports --1 vNSA16 16 ports ~ Liebert Corporation 1050 Dearborn Drive Telephone: 1-800-877-9222 P.O. Box 29186 Facsimile: 1-614-841-6022 • 1 EMERSON~ Columbus, OH 43229 www.liebert.com Network Power © 2006 Liebert Corporation All rights reserved throughout the world. Specifications subject to change without notice. ® Liebert is a registered trademark of Liebert Corporation. All names referred to are trademarks or registered trademarks of their respective owners. SL-18840_REV1_05-10 8 LIEBERT MC PREMIUM EFFICIENCY CONTROL STANDARD FEATURES COIL Liebert microchannel coils are all-aluminum construction. Tubes are created by extruding small parallel refrigerant flow paths into aluminum. Full-depth louvered aluminum fins fill spaces between the tubes. Tubes, fins and aluminum headers are oven-brazed to form a complete refrigerant-to-air.heat exchange coil. Baffles are used in the headers to separate one coil slab into multiple passes as needed. Coils are factory leak tested at a minimum of 300 PSIG and dehydrated. Copper stub pipes are electric resistance welded to aluminum coils and joints are protected with polyolefin to seal joint from environmental corrosive elements. Hot gas and liquid lines are brazed to the stub pipes with spun closed ends for customer piping connections. Coil pipe assembles are filled and sealed with a nitrogen holding charge for shipment. One coil is used per fan assembly. FAN/MOTOR ASSEMBLY The fan/motor assembly is complete with external rotor motor, fan blades and fan/finger guard. Fan blades are constructed of stamped aluminum or steel extrusion coated with PP plastic. Fan guards are heavy gauge, close meshed, steel wire, coated with a black corrosion resistant finish. Fan terminal blocks located on the top of the fan guard with IP54 protection class. Fans are factory balanced and tested before shipment. Fail Motors Fan motors are specifically designed for variable speed and have ball bearings. The EC fans provide internal overload protection through the built-in electronics. Each EC fan motor has built-in controller and communication module, linked via RS485 communication wire to each fan and the Premium Control Board. This allows each fan to receive and respond to precise fan speed inputs from the Premium control·bol:lrd. PREMIUM EFFICIENCY FAN CONTROL The Liebert premium ·efficiency condenser control system is complete with control board, EC fan motor(s),refrigerant-pressure transducer(s), refrigerant-temperature thermistor(s), ambient-temperature thermistor, and motor · overload protection in the factory wired control panel. The control board maintains EC fans on the same circuit to the same speed in order to maintain refrigerant head pressure. The control board receives a run signal from the compressor of the indoor unit via field-supplied low voltage interlock wires and field-supplied CANbus communication wires from the indoor unit iCOM. The control system provides refrigerant head pressure and system starting for outdoor ambient temperature as low as -30°F (-35 •q, provided the total temperature design range (from minimum to maximum) is 125°F (70°C) or less. HOUSING The condenser housing is constructed of bright aluminum sheet and divided into individual fan sections by full width baffles. Internal structural support members, including coil support frame, are galvanized steel for strength and corrosion resistance. Panel doors are provided on two sides of each coil/fan section to provide for coil cleaning. Aluminum legs are provided with rigging holes for hoisting the unit into position. COMMUNICATION The Premium Efficiency Control communicates with the iCOM control of the indoor Liebert unit using field supplied CAN bus wires. The communication link allows for condenser alarm condition communication to iCOM, communication of other measurable items on the condenser, and fan control features to improve efficiency, sound and wintertime operation based on iCOM programming. UNIT DISCONNECT SWITCH Locking unit disconnect switch is factory installed and wired in attached condenser control section. OPTIONAL l'liATURli5 LlliBliRT Lili TliMP LO'JJ .ll.MBlliNT CONTROL bee Temp reeei\•er kits eaR be added te aehie1,•e head pressure eeRtrel dewR te miRimum ambieRt temperatures ef 30 •i; ( 34 •q, The premium efficieRey faR eeRtrel wheR used with the biebert bee Temp reeeiver kits ruRs the fah(sj at I ewer speeds duriRg eeld temperatures saviRg faR eRergy. 575\l POWliR 5UPPL¥ The faetery iRstalled eeRdeRser eptieR will iRelude a seeeRdary eRElesure, a 575\l te 480\l, 3 phase, step dewR traRsfermer, seeeRdary fuses fer the traRsfermer, aRd all wiriRg betweeR the maiR a Rd seeeRdary eleetrkal eRelesures. Site pewer eeRReetil:ms will be made iR the maiR eleetrieal eRelesure aRd the seeeRdary eRelosure will be loeated OR the coRdeRser @Rd opposite ofthe maiR eleetrieal ericlosure. DPN002155 REV03/14 REV1 • EMERSON. LIEBERT MC CONDENSER Network Power CABINET & ANCHOR DIMENSIONAL DATA 575V Option 1 FAN {MCSO28, MCM04O, MCLO55) j bee Temp Receiver ~CD A1 Left Side of Unit 7" (1~ I 1/2" (13mm) X 1" (25mm) Obround Typ. Note: 1. Emerson 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. DPN003436 Page :1/1 C . I LIEBERT A p;. MODEL (&7al,l Q~lb¥) NUMBER MCS028 50-5/8 (1287) 58-7/8 (1495) MCM/'\M\ t:.7."'·" Ii n~ 'I MCL055 68 (1727) ~ Entering Hot Gas and Leaving Liquid Piping 0 61/2" I -----( 165mm l Ref. 151/4" ( 387mm ii------K -------i• C 44-1/8 (1120) ·-·-,·--, 56 (1422) Front View (Lee-Temp Shown) F& (LEG HEIGHTDIMENSIONS) D K 42-1/2 (1000) 42-1/2 (1000) -,, ·-,. , __ , ·-_, -\ '/ 54-:?/8 (1381) 55-1/2 (1410) 60 (1524) 73-5/8 (1870) 81-5/8 (2073) L M 40-7/8 (1038) 35-7/8 (910) ' n,n /1_1?7l ~-5/16 (999) 53-7/8 (1368) 48-:?/4 (12381 REV: 0 REV: 7/15 D LIEBERT MC CONDENSER AND OPTION WEIGHT DATA, lb(kg) Condenser Model MCS028 2 270 ( 122) 419 ( 190) 451 ( 205) 482 ( 219) Condenser Model MCMOSO MC 2 2 860 ( 390) 1066 ( 484) 1114 ( SOS) 1160 ( 526) '. ' : ~· 10 ( 5) 10 ( S) Condenser Model MCLOSS MCL110 MCL165 MCL220 Refrigerant Circuits 1 1 2 1 1 2 -18" Leg 4 .... 344 ( 156) :l5o2 ( 273) 602 ( 273) 891 ( 404) 1186 ( 538) 1186 ( 538) _, u Condenser 36" Leg 486 ( 220) 766 ( 347). 766 ( 347) 1136 ( 515) 1453 ( 659) 1453 ( 659) ~ Dry weight 48" Leg 518 ( 235) 798 ( 362) 798 ( 362) 1184 ( 537) 1501 ( 681) 1501 ( 681) -60" Leg w 549 ( 249) 829 ( 376) 829 ( 376) 1230 ( 558) 1547 ( 702) 1547 ( 702) C, A .... ,.,.,, ',.; '-ht for Options -a:: Lee-Temp , ..')7\ 115 ( 52) 120 ( 54) 17c; ' -:: L15 ( 98) 240 ( 109) s -\ DSE Receiver DAOB0/085 ~l~f{' n:·· ·:,:: 45 ( 20) 90 ( 41) ,.,; )~ ,.· 45 ( .II LL I , . . ~~·., ~/, ' .:, -~ ,_ - DSE Receiver DA1251150'165 1... :t~ -,,~-... , ., ,, .~ 94 ( 43) 188 ( 85) :::,'f l -94 ( 43) 188 ( 85) , v ' ;-. • ~ >' ·~ ,! ',• _: I Coated Cni1 8 ( 4) 16 ( 7) 16 ( 7) 24 ( 11) 32 ( 15) / 1 C:\ Total weight is the sum of 'Condenser'+ ('Lee-Temp' or 'PSE Recejyer 080-085' or 'DSE Receiver 125-165' )'+'Coated Coil'. DPN003034 REV 12/15 REV 0 t EMERSON. LIEBERT MC CONDENSER Network Power PIPING DIMENSIONAL DAT A SINGLE CIRCUIT 1 FAN, 2 FAN, 3FAN, & 4 FAN UNITS LEAVING LIQUID LINE A INVERTED TRAPS ARE FACTORY PROVIDED INSIDE CONDENSER FIELD PIPING OPTIONAL l=USIE3bE PLUG SERI/ICE KIT TO aE aR.I\ZEO INTO THE blQUIO blNE(S) IN EITHER THE \lEflTIC,c\b OR HOfll:WNTAb POSITION. (\~JHERE REQUIRE~ (l/EflTIC.c\b POSITION IS PREl=ERREO, HORI.ZONT,A,b POSITION IS OPTIONAL) Ii I • I I I --==== IJ) LEAVING LIQUID/ c=.=.=. _ j, LINE 7 MCS028 ONLY ENTERING HOT GAS LINE_/ r NUMBER CONDENSER CONNECTION SIZES, OD, IN DPN002166 Page :1/1 MODEL NO. OF FANS CIRCUITS HOT GAS LINE LIQUID LINE MCS 028 1 1 7/8 5/8 MCM 040 1 1 7/8 5/8 MCM 080 2 1 1-1/8 7/8 <CMCL055 1 1 1-1/8 7/8 ~ MCL 110 2 1 l·.:!/~ 1-1/8 MCL 165 3 1 1-3/8 1-1/8 MCL220 4 1 1-5/8 1-3/8 * SHIPPING COVER IS NOT NECESSARY FOR PROPER CONDENSER OPERATION AND MAY BE RECYCLED IF FIELD PIPING INTERFERES WITH PROPER REATTACHMENT. REV: 3 REV: 7/15 RECOMMENDED REFRIGERANT LINE SIZES CU, OD, FOR LIEBERT DX SYSTEMS '"11TH AI\JE) WITHOUT LIEBERT LEE-TEMP AND LIEBERT DSE SYSTEMS .. .. System Fluid : R-410A Standard and Digital Scroll Models Model. _ Equivalent Length 50ft {15ml 100 ft-{30m) 150ft {45ml 300 ft {91m) 450ft {137ml CR019RA/ CR020RA Hot Gas Line, in. 3/4 3/4 3/4 7/8 1 ,. •----:1• ,_ -.~ dn t::/0 3/4 GR035RA Hot Gas Line, in. 7/8 7/8 7/8 1-1/8 1 --~ Liquid Line, in. 3/4 3/4 3/4 710. - PX018 Hot Gas Line, in. 5/8 5/8 5/8 7/8 Liquid Line, in. 1/2 1/2 1/2 5/8 PX023 Hot Gas Line; In. 3/4 3/4 3/4 7/8 -Liquid Line, in. 5/8 _ 5/8 5/8 5/8 PX029 Hot Gas Liile, In. 7/8 7/8 7/8 1-1/8 Liquid Line, in. 5/8 5/8 5/8 3/4 DA080/ DA085 Hot Gas Line, in. 1-1/8 1-1/8 1-1/8 1-1/8 1-1/8 Liquid Line, in. 7/8 7/8 7/8 7/8 7/8 DA125 Hot Gas Line, In._ 1-3/8 1-3/8 1-3/8 1-3/8 1-3/8 Liquid Line, in. 7/8 7/8 7/8 7/8 7/8 DA150 Hot Gas Line, in. 1-3/8 1-3/8 1-3/8 1-3/8 1-3/8 Liquid Line, in. 7/8 1-1/8 2 1-1/8 2 1-1/8 1-1/8 DA165 Hot Gas Line, In. 1-3/8_ 1-3/8 1-3/8 1-3/8 1-3/8 Liquid Line, in. -7/8 1-1/8 2 1-1/8 2 1-1/8 1-1/8 Consult factory for proper-line sizing for runs longer than 300 ft_. (91.4m) equivalent length. 1. M\,lst downsize vertical riser one trade size (1-1/8" to 7 /8" or 7 /8" to 3/4"). 2. When the vertical elevation between the indoor DA150/165 unit exceeds 25 ft the liquid line pipe diameter can be 7 /8" · ~em Fluid: R-407C Standard Scroll Models 4-S~e-p Semi-~~metic ./ /Non-Dill!ital Scroll! Model "'-. Equivalent Length 50ft (15ml 100ft {30m) 150ft (45m) 200ft (60m) 50ft(15m) 100 ft (30ml, 1'bl.Gas Line, in. 7/8 7/8 7/8 --3/4 31,11' D5028 Liquidb-.in. 1/2 5/8 5/8 1/2 _/ 5/8 D5035 Hot Gas Line,~ 7/8 7/8 7/8 3/4/ 7/8 Liquid Line, in. ~-1/2 5/8 5/8 , _/1/2 5/8 D5042 Hot Gas Line, in. .......... us 7/8 7/8 7/8 7/8 Liquid Line, in. 1/~ 5/8 5/8 5/8 5/8 Hot Gas Line, In. 7/8 ..... .. 1-1/8 1-1/8_/ 7/8 1-1/8 3 D5053 5/8 ~ _A's Liquid Line, in. 7/8 7/8 Hot Gas Line, In. 1~1/8 '1-1i8~ ... 1-1/8 1-1/8 3 1-1/8 D5070 Liquid Line, in. 7/8 -~ '7!8 7/8 7/8 D50774 Hot Gas Line, in. 1-1/8 ~ I,"" ~-1/8 1-1~ 1-1/8 1-1/8 Liquid Line, in. 7/8 ?/8 7/8 K 7/8 7/8 D51054 Hot Gas Line, In. ~/8 1-3/8 1-3/8 1-3/8 1-3/8 _ Liquid Line, in. V 7/8 7/8 1-1/8 ~ 7/8 7/8 BF/BU42A4 Hot Gas Line, hi,""" 5/8 ~/4 3/4 ~ 3/4 BF/BU40A Llquid:JM(' in. 1/2 1/2 5/8 1/2 ...."'--1/2 BF/BU67A4 ~as Line, In. 7/8 7/8 7/8 7/8 ~ BF/BU6SA V Liquid Line, in. 1/2 5/8 5/8 ' ... 1/2 5/8 ......... ~ 1-1/8 5 1-1/8 5 1-3/8 5 1-3/8 5 Hot Gas Line, in. Liquid Line, in. 7/8 1-1/8 1-1/8 1-1/8 FOR RUNS:LONGERTHAN 150 FT. (45.7m) EQUIV. LENGTH CONSULT FACTORY 3. Downsize vertical riser one trade size (1-1/8" to 7 /8") 4. Digital scroll not available on 077 and 105 models and Semi-Hermetic n9t available on Challenger Models. 5. Double risers are required when hot gas vertical rise is 15 ft (4.6m) or more. Refer to XDC user manual DPN000788 Page 1 '150 ft (45 m) 7/8 5/8 7/8 5/8 1-1/8 3 5/8 1-1/8 7/8 1-1/8 7/8 1-1/8 7/8 1-3/8 1-1/8 3/4 5/8 7/8 5/8 -~ - Rev 02/15 Rev0 LIEBERT MC PIPING SCHEMATIC CONDENSER \AJITH AND WITHOUT LIEBERT LEE-TEMP Check Valve b&& T&MP LIQUID Service Sensing Bulb SUCTION Valve Servic heck ___ Valve External Valve COMPRESSOR Equalizer CONDENSER COIL EVAPORATOR COIL ::. )( OPTIOM,Ail FlelC IMS+.Aibbe:'\, sd7 _ FUSlilbe PLUG , ~ --------1 I I .-. For,.,,,_ 2~6m), ·1 trap every 20ft. (6m) or I evenly divided• I Field installed relief valve(s) r-eqYired for 50Hz EU CE Ynits. 1 I I \ •isolation ~ Valve -----------1~---------------~---o---, HOT GAS DISCHARGE l ~---Exa.pa-CniOisio·n-Dl<J--SCig)aht _____ Filcte-r D),rie_r _______ ._ __ ,..LI ... QU-ID LINE~ -- Valve Solenoid Glass Valve Valve NOTE: SINGLE REFRIGERATION CIRCUIT SHOWN FOR CLARITY. REFRIGERANT PIPING ----FIELD PIPING v' SERVICE/SCHRADER (ACCESS) CONNECTION NO VALVE CORE W SERVICE/SCHRADER (ACCESS) CONNECTION WITH VALVE CORE •components are not supplied by Liebert but are required for proper circuit operation and maintenance NOTE: SCHEMATIC REPRESENTATION SHOWN. DO NOT USE FOR SPECIFIC CONNECTION LOCATIONS. DPN002188 .. / REV 6/14 REV3 _., t EMERSON. Network Power 0 liiil 0 El II KEY ELECTRICAL DETAILS: LIEBERT MC ELECTRICAL FIELD CONNECTIONS PREMIUM EFFICIENCY CONTROL 0 •• 011 iiiillil• • • •• • • • I I '• -. . ,, e[I]J C 0 0 -~-r,_r,_r,_r,_r,_r,_r,_r,_~-~-~-~-~-~-~-~-~-~- (Left Knockout) 0 (Right Two Knockouts) 1) Three phase electrical service -Terminals are on top of disconnect switch for one and two fan units. Terminals are on bottom of disconnect switch for three and four fan units. Three phase service not by Liebert. See note 5. 2) Earth ground -Field lug terminal for earth ground connection. Ground terminal strip for fan motor ground connection. 3) Primary high voltage entrance -Two 7/8" (22.2mm) diameter knockouts located at the bottom of the enclosure. 4) SPD ·tie Id connection terminals -High voltage surge protective device (SPD) terminals. SPD is an optional device. DPN002169 REV: 7 Page :1/3 REV: 4/30/2015 al a:, !aj! I ,iij § ,l: t EMERSON. LIEBERT MC Network Power ELECTRICAL FIELD CONNECTIONS PREMIUM EFFICIENCY CONTROL 5) CANbus terminal connections -Field terminals for CANbus cable connection. • SA is the CANbus connectors. o TB49-1 is the input terminal for CANbus high. o TB49-3 is the input terminal for CANbus low. o TBS0-1 is output terminal for CANbus high. o TB50-3 is the output terminal for CANbus low. o Each CANbus cable shield is connected to terminal "SH", item 9. • SB is the "END OF LINE" jumper. • SC is the CANbus "DEVICE ADDRESS DIP SWITCH". CAN bus cable not by Liebert. See Note 2. (below) 6) Remote unit shutdown -Replace existing jumper between terminals TB38-1 and TB38-2 with field supplied normally closed switch having a minimum 75VA 24VAC rating. Use field supplied Class 1 wiring. (This is an optional feature that may be owner specified.) 7) Alarm terminal connections - a. Common Alarm Relay indicates when any type of alarm occurs. TB7 4-1 is common, TB7 4-2 is normally open, and TB7 4-3 is normally closed. 1 Amp 24VAC is the maximum load. Use Class 1 field supplied wiring. b. Shutdown Alarm Relay indicates when condenser loses power, or when a critical alarm has occurred that shuts down the condenser unit. TB74-4 is common, TB74-5 is normally open, and TB74-6 is normally closed. 1 Amp 24VAC is the maximum load. Use Class 1 field supplied wiring. 8) Indoor unit interlock and SPD alarm terminals - a. On any call for compressor operation, normally open contact is closed across terminals 70 and 71 for Circuit 1, and normally open contact is closed across terminals 70 and 230 for Circuit 2 from indoor room unit. b. During SPD alarm, normally open contact is closed across terminals 12 & 13. SPD is an optional detiice. 9) CANbus shield terminal -Terminal for field shield connection of the CANbus field supplied cables. The shield of CANbus field supplied cables must not be connected to ground at the condenser. 10) Primary low voltage entrance-One 7/8" (22.2mm) diameter knockout that is free for customer low voltage wiring. 11) SPD entrance-One 7/8" (22.2mm) diameter knockout hole located at the bottom of the enclosure. High voltage surge protective device (SPD) is optional. NOTES: 1. Refer to specification sheet for unit voltage rating, full load amp, and wire size amp ratings. 2. The CANbus wiring is field supplied and must be: a) Conductors 22-18AWG stranded tinned copper b) Twisted pair (minimum 4 twists per foot) c) d) e) f) g) h) Braided shield or foil shield with drain wire Shield must be wired to ground at indoor unit Low Capacitance (15pF/FT or less) UL approved temperature rated to 75°C UL approved voltage rated to 300V UV-resistant and moisture-resistant if not run in conduit i) Examples: Belden part number 89207(plenum rated) or Alpha Wire part number 6454 (UV resistant outdoor rated) category 5, Se or higher. DPN002169 REV: 7 Page :2/3 REV : 4/30/2015 .. t EMERSON. Network Power LIEBERT MC ELECTRICAL FIELD CONNECTIONS PREMIUM EFFICIENCY CONTROL 3. Do not run the CANbus cablein the same conduit, raceway, or chase as high voltage. 4. No special considerations are required when the total external cable connection between the indoor unit and outdoor unit(s) is less than 450FT (137M). For total external cable connections greater than 450FT (137M) but less than 800FT (243M) a CANbus isolator is required. 5. All wiring must be sized and selected for insulation case per NEC and other local codes. 6. Do not bend cables to less than four times the diameter of the cable. 7. Do not deform cables when securing in bundles or when hanging them. 8. Avoid running the cables by devices that may introduce noise, such as machines, fluorescent lights, and electronics. 9. Avoid stretching cables. 10. Separate high volt wires and other high voltage·sources from CAN wires by 12 inches. 11. The electrically commutated (EC) motors included in the Liebert MC Condenser are suitable for connection to power supplies with a solidly grounded neutral. (Some platforms can accept power supplies listed under item b below. Contact the factory for more information.) a) Acceptable power supplies for 208 to 575V nominal units- i. 208V wye with solidly grounded neutral and 120V line to ground; ii. 380V wye with solidly grounded neutral and 220V line to ground; iii. 480V wye with solidly grounded neutral and 277V line to ground. iv. 575Vwye with solidly grounded neutral and 332V line to ground. (uses step-down transformer) b) Non-acceptable power supplies for 208V to 575V nominal units- i. wye with high resistance (or impedance) ground; ii. delta without ground or with floating ground; iii. delta with corner ground; or iv. delta with grounded center tap. DPN002169 Page :3/3 REV: 7 REV: 4/30/2015 + EMERSON .. Network Power LIEBERT MC Condenser REFRIGERANT CHARGING INSTRUCTIONS For DX Systems without Lee-Temp Receivers Liebert MC Condenser Charging (Basic and Premium Efficiency control) The Liebert MC (microchannel) condensers are charge sensitive and require accurate calculation of the system charge to avoid overcharging. To avoid overcharge, additional guidelines are recommended to ensure trouble free operation. When charging system in an outdoor ambient below 50°F (l0°C), re-check the subcooling against Table 3 when the ambient is above 60°F (15.6°C) The indoor space should be maintained at 70-80°F (21-26.7°C) return air before final charge adjustments are made. Charging unit at greater than 80°F (26.7°C) return air may result in the unit being overcharged. Charge by subcooling measurement at the indoor unit. See Table 3 for target subcooling temperatures. Pressure and temperature measuring instruments should be capable of measuring to ±10 psig (68.9kPa) and± 2°F (l.l0C) for best subcooling measurement. 1. Check indoor nameplate for refrigerant type to be used. Unit control configurations differ depending on refrigerant type. 2. Refrigerant charging requires unit operation. Refer to indoor unit user manual for Checklist for Completed Installation. 3. Calculate the amount of charge for the system. Refer to the indoor unit user manual, and condenser and refrigerant line charge data in Tables 1 and 2. 4. Accurately weigh in as much of the system charge as possible before starting the unit. Do not exceed the calculated charge by more than 0.5 lb (.23kg). NOTICE Risk of improper refrigerant charging. Can cause equipment damage. Refrigerant R-407C and R-410A are blended refrigerants and must be introduced and charged from the cylinder only as a liquid. When adding liquid refrigerant to an operating system, it may be necessary to add the refrigerant through the compressor suction service valve. Care must be exercised to avoid damage to the compressor. Emerson recommends connecting a sight glass between the charging hose and the compressor suction service valve. This will permit adjustment of the cylinder hand valve so that liquid can leave the cylinder while allowing vapor to enter the compressor. NOTICE Risk of refrigerant overcharge, Can cause equipment damage. Do not charge Liebert MC condenser systems using clear sight glass as an indicator. 5. Turn on the Liebert MC disconnect switch. 6. Turn on the indoor unit disconnect switch. Operate the unit for 30 minutes using the charging function of the indoor unit control for each circuit of the system. The charging function is in the diagnostic section of the Liebert iCOM control (see Liebert iCOM user manual, SL-18835). The charging function operates the compressor(s) at full capacity and energizes the liquid line solenoid valve(s). The reheat and humidifier are disabled. Manual operation of the indoor fans from the diagnostic menu of the iCOM is required. A minimum 20psig (138kPa) must be established and maintained for the compressor to operate. The charging function can be reset as many times as required to complete unit charging. DPN 002411 Sheet 1 of 3 R-410A, lb/100 ft. Line Size (kg/30m) O.D.,in. Hot Gas Line Liquid Line 3/8 3.2 (1.4) 1/2 0.7 (0.3) 5.9 (2.7) 5/8 1.1 (0.5) 9.6 (4.3) 3/4 1.6 (0.7) 14.3 (6.4) 7/8 2.3 (1.0) 19.8 (8.8) 1-1/8 3.9 (1.7) 33.8 (15.1) 1-3/8 5.9 (2.6) 51.5 (23.0) 1-5/8 8.4(3.7) Data based on 50°F evap, 15°F superheat, 125°F SCT, 10°F subcooling REV04/15 REV7 + EMERSON. LIEBERT MC Condenser REFRIGERANT CHARGING INSTRUCTIONS For DX Systems without Lee-Temp Receivers Network Power Table 2 R-407C (R-22) and R-410A refrigerant required, approximate Condenser Single Circuit lb (kg) ~ual Circuit lb/circuit (kg/circuio/' models Annroximate R-407C (R-22) Refrie:erant Needed \. / MCS028 2.2 (1.0) " N/A / MCS056 NA \. 2.2(1.0) / MCM0040 3.0(1.4) \. N/A / MCM080 7.5 (3.4) \. 3.0 (1.4) / MCL0SS 5.0 (2.3) \. N/A / MCL110 10.S (4.8) ~.1(2.3Y MCM160 l'lA ~(3J) MCL165 18.3 (8.3) r\fA MCL220 27.0 (12.3) 12.$(\.6) Accroximate R-410A Refrigerant Needed . / \. MCS028 2.5 (1.2) / N/A \. MCS056 NA / 2.5(1.2) \. MCM040 3.5(1.6) / N/A \. MCM080 8.5 (3.8)' / 3.5 (1.6) \. ~CLOSS 5.0(2.30 / N/A \. MCLllU J.U.7(4.9) / 5.2 (2.4) \. MCM160 NA > / 8.5(3.8) \. MCL165 18.4(8.4) / N/A \. MCL220 27.0(12.3) , 12.3 {S.6) ~ 7. Attach pressure and temperature instruments to the liquid line of the indoor unit. Measure the initial subcooling ancl continue to add charge until recommended subcooling for the current outdoor ambient temperature is reached. See Table 3. The outdoor ambient can be read :from the Liebert MC condenser control menu ID F02 q NOTE: To determine subcooling measurement, a liquid line pressure reading (at the factory installed Schrader tap) needs to be measured along with obtaining a temperature reading on the liquid line. Convert the liquid line pressure repding into a temperature by utilizing a Pressure-Temperature Guide. The difference between this converted temperature and the actual temperature will determine the system's subcooling. For R-407C make sure to use the saturated liquid temperature to calculate subcooling. Table 3 Target subcooling for ambient outdoor temperature. Ambi.ent Temp Subcooling Ambient Temp Subcooling •F/C°) •F (C°) •F /C°) •F(C°) 0 (-17.8) 22 (12.0) 80 (26.7) 13 (7.2) 10 (-12.2) 22 (12.0) 90 (32.2) 9 (S.0) 20 (-6.7) 22 (12.0) 95 (35.0) 7 (3.9) 30 (-1.1) 22 (12.0) 100 (37.8) 5 (2.9) 40 (4.4) 22 (12.0) 105 (40.6) 3 (1.8) so (10.0) 21 (11.7) 110 (43.3) 1 (0.7) 60 (15.6) 19 (10.8) 125 (51.7) 0 0.0 70 (21.1) 17 (9.3) 8. As head pressure builds, the variable fan speed controlled condenser fan begins rotating. The fan will run at full speed when sufficient head pressure is developed. DPN 002411 Sheet2 of 3 REV 04/15 REV7 + EMERSON .. Network Power LIEBERT MC Condenser REFRIGERANT CHARGING INSTRUCTIONS For DX Systems without Lee-Temp Receivers Table 4 Liquid pressure and temperature chart - Pressure l R407C* j Psig Bar \ •F ·c I 170 11.7 \ 81.5 21.5 I 180 14.4 \ 85.1 29.5 r 190 13.1 \88.6 31.5/ 200 1:_3;8 l2.0 33.1 210 14.5 ~-2 35'.I. 220 15 .. i 9~ 3/i.P, 230 -15.9 101\'I 18.5 240 16.6 104.~ /40.2 250 17.2 107.2\ / 41.8 260 17.9 109.9 \ / 43'3 270 . i8.6 112.6 \ I 44.8 280 19.3 115.3 H 46.~ 290 20,0 117.8 j l 47.7 300 20..7 120.3 I \ 49.1 310 2L4 122.8 / \ 50.4 320 n.1 125.2/ \ 51.8 330 22.~ 127.::/ \53.1 340 23.4 129./, \4.3 350 24.1 131,1 5\.6 360 24.8 1~.3 .56\8 370 25.5 ~6.4 ,58.\ 380 26.2 l.38.6 59.2\ 390 26 .. 9 /140.6 60.3\ 400 27 .. 6. / 142.7 · 61.5 \ 500 3•1:5 I 161.3 71.8 \ 600 41.4 I 177.4 80.8 1 * Values are for saturated liquid DPN 002411 Sheet3 of 3 (R410A*) •F ·c 59.8 15A 63.1 17.3 .. 66.3 19.l .. 69.5 20.8 72.5 22:5 75.4 24.1 78.2 25.7 80.9 27 .. 2. 83.6 28.7 86.2 3Q.1 88.7 31.5 91.1 32.8 93.5 34.2 95.8 .35.5 98.1 36.7 100.3 3&:0 .. 102.5 .39.2 104.6 4Q.3 106.7 · 41.5 108.7 42;i; 110.7 43.7 112.7 44.8 114.5 -45 .. 9 116.4 46,9 .. 133.5 56.4 148.1 64.5. l R22 ' ' \ •f ~c 1 '\ 90.6 32.6 / · \ 94.3 34.6 /. \97.9 36.6/' }&:)1.4 38.I ll\4.7 4Cl4 10,.0 41-,2 111\1. /A.O 114.~ /45.7 117.1 \ / 47.3 120.0 \ I 48.9. 122.8 \ I 50.4 125.5 H :52.0 128.2 a. 53.4 130.8 I \ 54.9 133.3 / \ 56.3 135.8/ 138.'J/ 140,I> 141,9 1"5.2 'J/1.7.4 !49.6 /151.8 / 153.9 I 173.1 I 189.5 \ 51.1 .· \59:0' . \0.3 . ·6\.6 62\9 64.\., 65.4\ ... 66.S· \ 67.7 \. 78.4 . 87.5 \ 1 REV 04/15 REV7 Business Name SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY RECORD ID# _________________ , PLAN CHECK# _________________ 1 BP DATE PTS Data Center Solutions Business Contact Gary Sacco · Telephone# 949-547-3078 Project Adaress 2180 Ruitherford Rd Mailing Address 16 Thornton Rd Project Contact Gary Sacco City Carlsbad City Oakland State Zip Code State NJ CA 92084 Zip Code 07436 Applicant E-mail Telephone# APN# Plan File# gsacco@ptsdcs.com 949-547-3078 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DMSION: OCCUPANCY CLASSIFICATION: {not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. other Health Hazards 3. Flammable/Combustibleliquids 7. Pyrophorics 11. HighlyToxicorToxicMaterials 15. None ofThese. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DMSION (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building pennit FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: D CalARP Exempt 1. 2. 3. 4. 5. 6. 7. 8. YES NO (for new construction or remodeling projects) / D GI, Is your business listed on the reverse side of this fonn? (check all that apply). Date Initials D JBt Will your business dispose of Hazardous Substances or Medical Waste in any amount? D @: Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 D CalARP Required D D D D D pounds and/or 200 cubic feet? ___ .,_t __ _ I Will your business store or handle carcinogensfreproductive toxins in any quantity? Date lnifials Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? D CalARP Complete Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? / a;. wm·your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to "'o..,at-e-~,n..,.iti.,.._a.,..ls-- or reater than 1,320 allons? California's Above round Petroleum Stora e Act . PART Ill· SAN DIEGO COUNTY AIR POLLUT ON CONTROL DISTR CT APCO : Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 a sdcoun .ca. ov (858) 586-2650). rNo stamp required if Q1 Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended to identify the majority pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except -those with more than one building+ on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences fonning part of a larger project. [+Excludes garages & small outbuildings.] 1. 2. 3. 4. 5. 6. YES NO D .fJ B l Will the project disturb 160 square feet or more of existing building materials? Wiil any load supporting structural members be removed? Notification may be required 1 O working days prior to commencing demolition. (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? D D D D (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. ill Will the project.or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet {www.sdapcd.org/info/facts/pennits.pdfl for typical equipment requiring an APCD pennit. .o {ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school b d oun arv Briefly describe business actiVities: Briefly describe proposed project: General Construction Data Center Build I de ~ unr e~ary that to the best of my knowledge and belief ti e responses made herein are true and correct. 5 !l3 I I~ Nafneof i)wner or Authorized Aaent Signature of Owner or Authorized Aaent Date FIRE DE ~RTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: BY: DATE: I I ' EXEMPT'oR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO* APCD COUNTY-HMO APCD COUNTY-HMO APCD . . *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other pennitting requirements may still apply . HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date 5/4/2016 Business Name PTS Data Center Solutions "'----------'--------'------'---'~---------Street Address __ 1_6_T_h_o_m_to_n_Rd-------'-O....;..a_kl_an...,.;d;;...;N....;..J........,.07_4-'3..;;..6 _____________ _ Email Addr~ss"~_g::;,.s ___ a_cco-=@=p_ts_d.;...es_.c-'-o_m _______ ---'-'-'-----''--------------- PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: {ON REVERSE SIDE CHECK TYPE OF BUSINESS) Q Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting/ Finishing Battery Manufacturing Manufacturing Pairit Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting/ Forming Pesticide Manufacturing/ CarWash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Millihg Research and Development Film / X-ray Processing Printed Circ1;1it Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glas$ Manufacturing Metal Powders Forming Soap / Detergent Manufacturing Industrial Laundry Waste Treatment/ Storage $IC Code(s) (if known): _____________________ _ Brief description of business activities (Production/ Manufacturing Operations): _____ _ Construction Description of operations generating wastewater {discharged to sewer, hauled or evaporated): None · Estimated volume of industrial wastewater to be discharged (gal/ day): __ o ______ _ Ust hazardous wastes ,generated (type/ volume): _O _____________ _ Date operation began/orwill begin at this location: __ n_a _____________ _ Hav~ you app~ied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes N» If yes, when:---------'----=--------------- Title Project Manager ._,,_,,,..----":--------=--~---- Sf gnat i.l r e:.__J.....-.).>.-1,:.-=::::::...._ _______ :.__P hone No. 949-547-3078 ENOINAWA T _ JERAUTHORITY, 6200 Avenida Encinas Carlsb~d, CA 92011 (760) 438-3941 FAX: {760} 476-9852 & ~ CITY OF PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Building@carlsbadca.gov CARLSBAD B-18 Project Address: Permit No.: Information provided below refers to wom being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ....................................................... _o __ New building sewer line? .•...•.•..••.•• , ..•••..•••.•.•.•.........••••••.••••.•••...•........••....•.•.•..••..•... Yes __ No _x_ Number of new roof drains?............................................................................................................... O Install/alter water line? ......................................................................................................................... _2 __ Number-of new \AKJl:er heaters?......................................................................................................... 0 Number of new, relocated or replaced gas outlets? .................................................................... __ o _ Number of new hose bibs?.................................................................................................................. O Residential Permits: New/expanded seivice: Number of new amps: ______ _ Minor Remodel only: Yes__ No_ Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this proiect: 400 Number of new amps involved in this proiect: 400 New Construction: Amps per Panel: Single Phase ......................................... "' ................... Number of new amperes ___ 2_o ___ _ Three Phase. ................................................................ Number of new amperes __ 2_s_o ___ _ Three Phase 480 ........................................................ Number of new amperes ____ 4o_o ___ _ ~ Number of new furnaces, A/C, or heat pumps? ............................................................................ _K3 N~ or relocated duct worh? ................................................................ _ ........... Yes ___ No 0 Number of new fireplaces? ................................................................................................................. _o_ Number of new exhaust fans?............................................................................................................ O Relocate/install vent?............................................................................................................................ D Number of new exhaLISt '1oocfs? ........................................................................................................ _o_ Number of new-boilers or compressors? ........................................................... Number of HP _o __ B-18 Page 1 of 1 Rev. 03/09 . ! cF·/3 ./ b --n p/1+-NJ f:-tiec/ 6&re-(z,) w/ ~ w 5-/(_p ~{LJ, 'P\OJ\.-to ~01 cSJ;s/!J7( ~~P1-s&o ~.uN-1---f!jt~/4, ~ -~ wtf4j ~ /WM'[ F, &ft/1:- u,-\-\~ ~~PG .. 6/7/rP Q/1 jJ _ff ]l -&ft f ~ 'fa [fl, i "'/ i " / t \.> (2...--n~ -,J (J/w(ito --:E--- \V /1\ Final Inspection required by: OPlan OCM&I O Fire 0 SW OtSSUED I ocv. Approved Date By BUILDING c:,,/11.., I I& OA- PLANNING "'i-2.lo' -f<.o h~ ENGINEE"'"'- FIRE Expedite? y N I \.JR.Jc (UJI DIGITAL FILES Reauired7 y N HazMat APCD Health Forms/Fees Sent Rec'd Due? By Encina. s ,I~ ,·(L. y N Fire y N HazHealthAPCQ ..:r.13./1'_ y N PE&M . ~, ,3.[~ y N School. y N Sewer y N Sto,rmwater y N Special lnspectim, y N CFO; y N LandUse: Density: lmpArea: FY: Ann~: Factor: PFF: y N .Comments Date Date Date -Date Building ~/2.5/lv, Planning '5-llil-tw Engineering Fire r Nee,;t:i' /h ' ,, ~ ~ .-{-;r~JJ,, Hl~ne ,:.,, . ,. A • .i (IJIMH' _.ft ~tUAJMv. .11·/I ,I l/ 'ClDone I · Cl Done Cl Done ----· -~-· -----------------