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Home My WebLink About2752 LOKER AVE W; ; CBC2017-0531; PermitC(Po City of Carlsbad Print Date: 09/19/2018 Job Address: 2752 Loker Ave W Permit Type: BLDG-Commercial Parcel No: 2090810800 Valuation: $0.00 Occupancy Group: # Dwelling Units: Bedrooms: Commercial Permit Work Class: P/M/E Lot U: Reference U: Construction Type: Bathrooms: Orig. Plan Check U: CBC2017-0531 Plan Check U: Permit No: CBC2017-0531 Status: Closed - Finaled Applied: 10/11/2017 Issued: 05/02/2018 Permit Finaled: Inspector: MColI Final Inspection: 9/19/2018 11:06:51AM Project Title: Description: ROCKWELL: 20 TON PROCESS CHILLER INSTALL, LOCATED IN ENCLOSED FENCE IN PARKING LOT (FENCE EXTENDED) Owner: Contractor: KAISER ELECTRO-OPTICS INC MESA ENERGY SYSTEMS 400 Collins Rd 2 Cromwell CEDAR RAPIDS, IA 52498 IRVINE, CA 92618-1816 949-460-0460 MANUAL BUILDING PLAN CHECK FEE $100.00 MANUAL BUILDING PLAN CHECK FEE . $112.50 Total Fees: $212.50 Total Payments To Date: $212.50 Balance Due: $0.00 Please take NOTICE that approval of your project includes the Imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exaction. You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: OPLANNING DENGINEERING DBUILDING DFIRE DHEALTH EJHAZMAT!APCD I Building Permit Application Plan Check No. 7 -O5 Est. Value c C`city of 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Cd1sbad Plan Ck. Deposit email: building@carlsbadca.gov Date - 1)'- 7 Iswppp I www.carlsbadca.gov JOB ADDRESS 2752 Loker Ave. West SUITE#/SPACE#/UNIT# APN I - - - CT/PROJECT # LOT # PHASE # # OF UNITS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP 1#13EDROOMS Rockwell Collins Optics DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Installation of new (20) ton process chiller. New unit to be located in fenced in enclosure in parking lot -- existing equipment already there. Extending chain link fencing to accommodate new unit. EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING IFIRESPRINKLERS HVAC HVAC I I I I YESD#, NOD I YESDNOE YESDNOD APPLICANT NAME- .- ......- Emcor Mesa Energy PROPERTY OWNER NAME Rockwell Collins Inc. ADDRESS ADDRESS 900 Vernon Way, Suite 100 400 Collins Road NE CITY STATE ZIP CITY STATE ZIP El Caion CA 92020 Cedar Rapids IA 52498 PHONE FAX PHONE FAX 619-265-5880 319-263-9344 EMAIL EMAIL cathy_fillmore(emcorgroup.com greq.holliday(rockwellcollins.com DESIGN PROFESSIONAL Harmon & Associates CONTRACTOR BUS. NAME Emcor Services Mesa Enerciv ADDRESS ADDRESS 5811 Amava Drive, Suite 100 900 Vernon Way, Suite 100 CITY STATE ZIP CITY STATE ZIP La Mesa CA 91942 El Caion CA 92020 PHONE FAX PHONE FAX 619-200-2479 619-265-5880 619-265-5950 EMAIL EMAIL tharmon(h-aengineers.com cathy_fillmorecemcorgroup.com STATE LIC. # STATE LIC.# CLASS CITY BUS. LIC.# M34049 611215 1 B. C-36 /2/ y/ç2 (Sec. 7031.5 Business and Professions Code: Any 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 that he is licensed pursuant to 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 penalty of not more than five hundred dollars ($500)>. IK.Ica rêC O M PE N SATIO N Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent 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 maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. American Casualty Company Policy No. NYC00749356722 Expiration Date 101112018 Tb section need not be completed tithe permit is for one hundred dollars ($100) or less. b Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE Cathy Fillmore [:]AGENT DATE 5 W.1VIt.I I hereby affirm that lam exempt from Contractor's License Law for the following reason: (] I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (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 who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). (Z] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 such projects with contractor(s) licensed pursuant to the Contractor's License Law). [] I am exempt under Section ______________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement DYes DNo I (have! have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): I plan to provide portions of the work, butt have hired the following person to coordinate, supervise and provide the major work (include name! address I phone / contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address I phone / type of work): ..PROPERTY OWNER SIGNATURE AGENT DATE LC OMPL:ETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ~O~NLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials 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 district 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 FINAL 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. C,ONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the woe this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address LAPPLICANT CERTIFICAT ION I car* that i have read the application and state thatthe above infonnation isconectand that the information on the plans is accurate. I agree to cemplywith all Cttyordinances and State laws mlatingto building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned properly for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA M OSHA permit is required for excavations over 69 deep and demolition or construction of structures over 3 stories N height. EXPIRATION: Every permit issued by the BuildingOtflcial under the provisbnsof this Code shall expire by limitation and become null and void if the building orwork authorized by such permits notcomnienced within 180 days from the date of such permitor if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). Cath I Digitally signed by Cathy Fillmore ..€APPUCANT'S SIGNATURE .1 • II r DN: cn=Cathy Fillmore, o, ou, DATE A III I email=thy_flllnnremnrgrnup ,nm rllc V Date:2017.ro.05 10.53:29-0700' 4--D— STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CER TIFICATE OF O CC UPA NCY (Com. . .. wi - Pr o j e cts Only ) Fax (760) 602-8560, Email buiIdingcarIsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. ) ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE / NO CONSTRUCTION MAIL! FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION APPLICANT'S SIGNATURE DATE jigi Mor ~RlNff )R- II I I I *W'l ' =RiTj (E Permit Type: BLDG-Commercial Application Date: 10/11/2017 Owner: KAISER ELECTRO-OPTICS INC Work Class: P/M/E Issue Date: 05/02/2018 Subdivision: CARLSBAD TCT#74-21 Status: Closed - Finaled Expiration Date: 01/21/2019 Address: 2752 LokerAvew Carlsbad, CA 92010-6603 IVR Number: 6883 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 06/14/2018 06/14/2018 BLDG-lI 061011.2018 Passed Michael Collins Complete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency For CMU wall Yes 06/27/2018 06/27/2018 BLDG-66 Grout 062245-2018 Passed Michael Collins Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Final CML) lift Yes 07/24/2018 07/24/2018 BLDG-66 Grout 064775-2018 Passed Michael Collins Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Pour strip at walls Yes 09/19/2018 09/19/2018 BLDG-44 070432.2018 Failed Andy Krogh Reinspection Complete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-Final 070531-2018 Passed Andy Krogh Complete Inspection Checklist Item COMMENTS Passed BLDG-Plumbing Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes September 19, 2018 Page 1 of I C1ffE _ &(N _"y ______________ Construction Testing & Engineering, inc. Inspection I Testing I Geotechnical I Environmental at Construction Engineering I Civil Engineering I Sueying INSPECTION REPORT PAGE 1 OF CTE JOB NO. 7- REPORT NO. PROJECT NAME P,'Ckh,P// (/'lir INSPECTION MATERIAL IDENTIFICATION ADDRESS 27? L.). '1-e 0 CONCRETE CONC. MIX NO. & Win /sh,~cl 0 REINF. STEEL GROUT MIX NO. & Win ARCHITECT 0 MASONRY MORTAR TYPE & lb/in2 ENGINEER 517 0 P.T. CONCRETE REINF. STEEL GR./SIZE CONTRACTOR 0 FIELD WELDING STRUCTURAL STEEL OTHER 0 SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE 5- / - (' I'' 0 BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER AI EXP. ANCHOR OTHER BLDG. PERMIT/OTHER 'J?' 2(J 9 . 0 OTHER MATERIAL SAMPLING LI CONCRETE LI MORTAR [1 GROUT [1 FIREPROOFING [1 MASONRY BLOCK LI REINFORCING STEEL LI STRUCTURAL STEEL LI BOLTS [1 OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. I PRINTED NAME .- CERTIFICATION NO. J ii? i2.94' SIGNATURE 1441 Montiel Road, Suite 115 1 Escondido, CA 92026 1 Ph (760) 746-4955 1 Fax (760) 746-9806 1 www.cte-inc.net TESTING SERVICES 3030 Main Street & San Diego, CA 92113 tsi-sandiego.com INSPECTION, INC. (619) 234-9904 fax (619) 234-4931 "A Quality Assurance Firm" tsi92113@yahoo.com VISUAL INSPECTION REPORT Project Name: ROCKWELL COLLINS OPTRONJCS Project Address: 2752, LOKER AVENUE WEST, CARLSBAD, CA 92010 Permit Number: CBC20I741531 Architect: HARMON & ASSOCIATES Engineer: GSSI General Contractor: EMCOR SERVICES Contractor Doing Reported Work: S. D. ORNAMENTAL IRON Lab. Receiving & Testing Constr. Mall Samples: N/A ...JNSPECrION MAT'L SAMPLING QTY - M%T'L DESCRIPTION - INSPECTION CHECK LIST I Field) Shop - Concrete Cylinders Reinforcing Steel / Plan/Specs or to - Mortar Samples - Cone. Mix/PSI / Clearances 7 Structural Steel - Grout Samples - Cone. Mix/PSI I Positions - Masonry - Masonry Prisms I All Thread Bolts I Sizes Fireproufing Masonry Block - Grout Mix/PSI - Laps Pile Driving Reinforcing Steel - Mortar Type/PSI - Consolidation - Roofing - Fireproofing H.S. Bolts , / Torque Applied 40 LBS. T Specialty - Asphalt Concrete ' Illectrode E7018 Tension Applied Soils Technician - Roofing I Steel MOO. A36 7 Epoxy Applied Bolt Pull-Out - Steel - Fireproof I Drilled Holes Prestress Concrete - High Strength Bolts - Units Block - Corrective Action 7 Epoxy Bolt - Soil - Unit Brick OSA(OSHPI) Other Metal Deck Ground Penetrating Radar - other Reinf. Tendons - Corrections Complete Mechanical - Other I Epoxy SIMPSON XP Electrical - Other / Other 3/8" HILTI KB Batch Plant Other - - Other Inspection Date: 8/16/18 MONITORED THE DRILLING OF HOLES ONTO THE MASONRY WALL AT FOUR LOCATIONS AND AT BASE PLATES, ASSURED HOLES WERE PROPER DIAMETER, DEPTH AND REMOVAL OF DEBRIE BY WIRE BRUSHING AND WITH COPMPRESSED AIR PRIOR TO INJECTION OF EPDXY AND PLACEMENT OF ALL THREADS AT WALL, BASE PLATES WERE SECURED WITH 3/8" HILT! KB WEDGE ANCHORS, ONCE SET BOLTS WERE TORQUED TO 40 POUNDS, TESTED 100% OF INSTALLED BOLTS. VERIFIED COMPLETED FILLET WELDS ON 5x5 TUBE COLUMN TO BASE PLATES, WELDING IN CONFORMANCE, REFERENCE DETAIL 14/S-00 1. CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies wftha0p plans. specifications and applicable sections of the building codes. ThIs report only covers the locations of the work inspected and does not constitute engjneei1n1 U hlion - project control. .-.. INSPECTOR NAME: JUAN R. DL4Z , CERTIFICATE NUMBER: ICC #166050 1NP4OR SIGNATURE: NOTE Inspections based on a 4-hour minimum actual time alter 4 hours, 2 hour show up inimum for job cancellatlo veils effective on Saturdays, - double time on Sunday Submit to: C.O.D./CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT CTEiiq ~ lnspecon I Testing j Geotechnical I Environmental & Construction Engineering I Civil Engineering j Surveying INSPECTION REPORT PAGE 1 OF i CTE JOB NO./—) REPORT NO. PROJECT NAME &,cke// t//,#tj' INSPECTION MATERIAL IDENTIFICATION ADDRESS 2752 14). /ok, ,i-e El CONCRETE CONC. MIX NO. & lb/in2 /s4,,c/ El REIN F. STEEL: GROUT MIX NO. & Win ARCHITECT El MASONRY MORTAR TYPE & lb/in2 ENGINEER 5$Z El P.T. CONCRETE REINF. STEEL GR./SIZE CONTRACTOR El FIELD WELDING STRUCTURAL STEEL OTHER El SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE - 2 El BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER EXP. ANCHOR OTHER BLDG. PERMIT/OTHER 2o/9-S/ • El OTHER MATERIAL SAMPLING LI CONCRETE LI MORTAR El GROUT El FIREPROOFING LI MASONRY BLOCK LI REINFORCING STEEL El STRUCTURAL STEEL El BOLTS LI OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. I PRINTED NAME CERTIFICATION NO. 1/f 22q SIGNATUR 1441 Montiel Road, Suite 115 1 Escondido, CA 92026 1 Ph (760) 746-4955 1 Fax (760) 746-9806 1 www.cte-inc.net T1,,_7fVGSWR1-7C/S d TAS'P/?C7'f0,V - A OuallyA.s'urance Aim VISUAL INSPECTION REPORT Pnjsct *ru,: Z 7S2 Je — s N.b. C13 '- /? -O 53 Arcbit.ct /Q /yt1 /16s rMas.. 7S SI o.seniC.atrcui: efli CÔI S - PWJUsNiber: C.r.ct.r Doing Rsp.at.d Wsit: S. P /v/ YY\ &474 L Z-'- P.r Nuab.r: Ló. Rscs & To oft M'I 51.s: Osr: 4 fL L'3 /3,+b INSPECTION MAIL SAMPlING QTY MAT'L DESCRIPTION INSPECTION CHECK LIST :v row shop - cl.I - PAWKW SSI C. MkM V clewmmm SutdM Slsd Gr.jii — cs.c. Ww1SI Mi.usy - Mamy V AN lb"d Bdb se Sim" : ______________ - NeIMi - - 1kTipPSi - Cemoddades - Ream -mm"Gam - H&1sb j? T.rpp4 Vt s Spedd - Aqb yP sdis4i g 10/ T.eAsØs' - Pr.4r..J C.a. - Hub liii - U6 II. - C.IISLIII As be - 0$1 — 1 - mew Deth -cremApmaraftaRs" - Oar -, - BaW TSS - Cm.M C.Ie O&W it603W m - _- - - hpec1Ion Date: 777_c>rz- Ue, cl it, ( Ti 14 47 y-. __ r 4 oee TiP-. A~5/zl A1P I4JcLf22f- L,$\QT c/prL J 17 1b1 .e W(iip 'fi"c "-I i7/ z-cW ,4/ jz /Z J- / j_4v 1JJ t4dS )Q-e, 5ct C-iit€2 wr1 M 1< -it ,, c * /7 A1IflL y 0d -/ J 02 ,,i riJ,cI /-7 i', A 47(1' /,iViJ5 D,) 5-?ci i ,' i't$5-. PY7Z&-v, ER11flC*flON OF COMPI1ANCs MI .1*. r..t.4 vmrk =dot 4th*uube .4*4 -I-. lk q'0 p, q#.MI_.Mkd ..sdsi.i .d'è.bg C.I. Is riot 1* amon &ebcWWmef boysitmA md Am mt W--a.U..sr pisj ufrs. INSPECTOR NAME: / (,52> CERTIPICATE NUMBER: ' 27 IN$PE9OR'S SlONA,yR* D'- NOTE: lop scdsss b.d sac 4-bear abe.; actUld dibe after 4bar1, 2 hear dew tp nbftum fir job caaItsii Ovadmo .1cth double d..sSwift Thu (S) stot Ums)Stq a$ =D ot, J,J, 4 S.. Dq., CA 92113 (61) 234-9te4 F (619) Z34.4JI, t9211Jui,. WIiW Ib EsGil A SAFEbuittCornpany DATE: 10/20/17 IJ APPLICANT JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017-0531 SET: I PROJECT ADDRESS: 2752 Loker Ave West PROJECT NAME: Rockwell Collins - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El 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 until corrected plans are submitted for recheck. 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: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by:- Email: Mail Telephone Fax In Person REMARKS: By: Doug Moody Enclosures: EsGil LI GA fl EJ LI MB El PC 10/12/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 City of Carlsbad CBC2017-0531 10/20/17 [DO NOT PAY- THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2017-0531 PREPARED BY: Doug Moody DATE: 10/20/17 BUILDING ADDRESS: 2752 Loker Ave West BUILDING OCCUPANCY: Fl BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance V I $112.50! Type of Review: Lii Complete Review Structural Only Repetitive Fee Repeats * Based on hourly rate LII Other Hourly 1 EsGil Fee $90.00 Comments: Sheet 1 of 1 4LO 0 Cdr-IsbaQ1. ROCKWELL: ADD MASONRY WALL Print Date: 09/26/2018 Job Address: 2752 Loker Ave W Permit Type: BLDG-Permit Revision Parcel No: 2090810800 Valuation: $0.00 Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Permit No: PREV2018-0027 Work Class: Residential Permit Revisi Status: Closed - Finaled Lot #: Applied: 02/06/2018 Reference Th Issued: 05/02/2018 Construction Type Permit 09/26/2018 Finaled: Bathrooms: Inspector: Orig. Plan Check #: CBC2017-0531 Final Plan Check #: Inspection: Owner: Contractor: KAISER ELECTRO-OPTICS INC MESA ENERGY SYSTEMS 400 Collins Rd 2 Cromwell CEDAR RAPIDS, IA 52498 IRVINE, CA 92618-1816 949-460-0460 FEE AMOUNT BUILDING PLAN CHECK ADMIN FEE $35.00 FIRE Expedited Plan Review Per Hour - Office Hours $132.00 MANUAL BUILDING PLAN CHECK FEE $120.00 Total Fees: $ 287.00 Total Payments To Date : $ 287.00 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-85601 I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 76O-6O22719 B-I 5 Original Plan Check Number CC2 Ol1 01 Plan Revision Number p:yzc I Project Address 2152. LIQ Ave, LU General Scope of Revision/Deferred Submittal: ['V\G W O( U 0 VI -i4& re WVck .' BukiW-Aa CONTACT INFORMATION: NameC11 "j OV J Phone LQIdl 3 91 Q 1 Fax Address COVey VIO'tJ W6((4 0 City 0h1\ Zip _1?-O ?'O Email Address -1P \V\o v- , P. eW C'"(' & P (j w' Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised:P~ Plans Calculations LII Soils fl Energy Other 2. Describe revisions in detail 3. List page(s) where each revision is shown ,o C,4't'0\p o- VV\O0VtV1 (Q U Does this revision, in any way, alter the exterior of the project? IX Yes No Does this revision add ANY new floor area (s)? Yes No Does this revision affect any fire related issues? Yes LII No Is this a complete set? Yes No SignatureC -'4c, Date ________________ 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602- 2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov I t E s G IV, A SAEbuiCompnv DATE: 2/14/18 1 APPLICANT RI S. JURISDICTION: City of Carlsbad PLAN CHECK#. CBC2017-0531 REV SET:I PROJECT ADDRESS: 2752 Loker Ave West PROJECT NAME: Rockwell Collins - TI i - The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. / The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LII The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LII The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted—,- Telephone #: Date contacted: Email: Mail Telephone Fax In Person REMARKS: PREV20I 8-0027 By: Kurt Culver for DM Enclosures: Previously-approved EsGil plans El GA El EJ El MB El PC 2/8/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2017-0531 REV 2/14/18 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2017-0531 REV PREPARED BY: Kurt Culver for DM DATE: 2/14/18 BUILDING ADDRESS: 2752 Loker Ave West BUILDING OCCUPANCY: Fl BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ICb IBY Ordinance I Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance I $160.001 Type of Review: E Complete Review LII Structural Only E Repetitive Fee LII Other Repeats Hourly 1 Hr. @ * EsGil Fee $120.00 I $120.001 * Based on hourly rate Comments: Sheet 1 of 1 4 GSSI Structural Engineers Calculations for '%~-O' Rockwell Collins 0/fr/cs Chiller Anchorage/ 104, 51Tf., IJAL.L, San Diego, CA CD CO Pla, CD CN 0 Harmon and Associates CD IN 0 0) I La Mesa, CA CD 00 September 2017 Cq Ic 52 z CO Go C 0'O < s1_j 0 C'.J C JIB 0 0 - > C -1. '1 _12 iGSSi Structural Engineers PROJECT 4t4l1 &., AA M SHEET_J4 GSSINO. DATE JL S Q. 4tL C c,2? 69 2M- -, )i 4 1* fri XDimplex Thermal Solutions ¼:::' " Chiller That Grows with Your Cooling Needs Modular pressurized chiller system, water or air cooled, with integral pump, reservoir and header piping in each module provides a self-contained, yet scalable system. The control system's design permits a single module to operate as a stand-alone chiller with the ability to add modules and a master controller as cooling capacity needs grow. The oxygen free system prevents evaporation and biological growth in water- only systems, limits acid build-up to extend coolant life for water-glycol systems. The series is configurable to support N+1 system designs. Product Features C;: Pressurized system enables adding pumps and reservoirs without field retrofitting balancing systems &/ Capacities from 60,000 BTU/hr to 720,000 BTU/hr per module t Water or Water/Glycol Operations f4 Dual refrigeration circuits in each module with multiple scroll compressors for improved uptime through redundancy (40 tons & larger) Energy efficient controls automatically match system cooling output to part-load demand E Master control with independent pressure and flow sensors for process level control and alarms Individual modules provide local control and alarms Multiple building communication protocols available i r--" Non-feiious Wetted Surfaces Stainless Steel Wetted Surfaces Master Controller (with sensors) for N+i ystems Remote Display Auto Make-up Valve Motorized Hot Gas Bypass Flow and Pressure Pump Upgrades CSA Certified/Compliant Service/Maintenance Packages 'No( oil options ore available in oil sizes. Scroll Compressors Pump in Each Module Exparisiqn Tank Manual Bypass Valve Header Flange Connections Pressurized Tank Pressure Gauge UL 1995 18 Month Warranty ci PV0-5000M 60,000 53,000 1 460/3/60 19.8 5 2" 30 47138*66 950 15 1 30 I 15 50 1 25 30 PVO-7500-M 90,000 71,000 460/3/60 22.5 7.5 j 3' 30 55'44'66 900 25 30 25 50 40 i 30 PVO-10000-M 120,000 88,000 460/3/60 28.0 10 3" 30 55*44*66 900 1 30 30 30 I 50 I 50 30 PVO-15000-M 180,000 142,000 460/3/60 44.2 7.5"2 3" 35 1 55'52'107 2200 45 30 45 50 60 30 PV0-20000- 240,000 176,000 460/3/60 60.9 10*2 4' 35 52*107 2200 60 11 30 1 60 50 80 30 - 360,000 264,000 460/3/60 74.6 10 '3 4' 35 95*52*107 1 3200 90 30 90 50 110 30 PV0-40000M 480,000 352,000 460/3/60 1 106.2 10'4 i 6' 60 67*96*107 4400 120 30 120 50 150 30 PVO-60000-M 720,000 528,000 460/3/60 159.2 10 "6 6" 60 97*96*107 5000 180 30 180 50 200 30 Fluid temperatures and ambients can vary. Consult factory for the effect on capacity. a) Estimation, does not include pump upgrade Pump Standard -Centrifugal pump providing the minim flow requirements for the chiller. Flooded suction required. Pump Pressure PSI Upgrade - in higher pressure applications this option is selected to allow pressure up to 75 psi. Pressure relief bypass must be added with this option. Pump Flow Upgrade - allows for increased amount off/ow; please note the PS! may change with the flow changes. Additional Options: Auto Water Fill - automatically maintains the water level of the reservoir. Customer needs to supply pressurized water line to the automatic valve. Motorized Hot Gas Bypass . provides tighter temperature control of process fluid temperature; prevents short cycling due to low cooling loads. Phase Monitor - monitors the incoming voltage and phase imbalance between the incoming legs of power. Master Remote Box - Remotely mounted master control box. 1 is required when using 2 or more modules. Voltage - transformers and fusing installed to get noted incoming voltage. CSA Compliant - Chiller is built to CSA specification but is not labeled. CSA inspection is required to be CSA certified. Model number changes from "-M" to "-MC-M" CDirnpeiç Thermal SØlUb r ,.et I it r,iiatu ., - r;— L Add notations for installation clearances on all sides. Add notations for access panels for service. LUID INLET To CHILLER FLUID OUTLET FROM CHILLER MODULE 4 LOCATIONS ELECTRICAL BOX /FAN B I VARIBLEI i SPE ® y BAFFLE... ,\ (VARIBLE\ \SPEE ,1 AIR A A FLOW A AIR FLOW A —67 3/4±1/8— AIR AIR AFLOMA AFLOWA V RJ; COMPR l SDR E ____UI j1ARSION1 ' PLATE r_ UI J 1" VALVE,,PUMP PUMP U U 23 1/4±1/8_I _J 46 1/2±1/8 MI. mwwl ud IIC INTERIOR DETAIL (BASEPLATE LEVEL> TANK it COVER PLATE MODULE 1 97±1/8 TANK BRAZE PLATE PUMP Pipe connections on this side of the unit (or locate electrical box to UP other side, same OUT thing) AIR I AFLOWA PVO —20001— LAYOUT Design Maps Summary Report Page 1 of 2 Z(GS Design Maps Summary Report User—Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available In 2008) Site Coordinates 33.134760N, 117.25684°W Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/il/Ill I -' -•' - M -. -. .-' : -çSS - ..•.•••. '•.,-. -. Carl.•--''.! .....'T t bd : -_ ''. - I ' • USGS—Provided Output S= 1.041g S= 1.128g S1 = 0.404 g SMI = 0.645 g So,= 0.430 g For information on how the 55 and Si values above have been calculated fro m p r o b a b i l i s t i c ( r i s k - t a r g e t e d ) a n d deterministic ground motions in the direction of maximum horizontal respons e , p l e a s e r e t u r n t o t h e a p p l i c a t i o n a n d select the "2009 NEHRP" building code reference document. la MCER Re-spee Spcknn Ny,3•3 T (,:) oes.gi Renpcmse Spectrum '22) CLI'2 '232 124 U '273 P13.2. I (e) For PGA., IL C, and C,1 values, please view the detailed report. https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?template=minimal&la t i t u d e . . . 9/21/2017