Loading...
HomeMy WebLinkAbout2016 PALOMAR AIRPORT RD; 100; CBC2019-0286; Permitrr(ityof Carlsbad Commercial Permit Print Date: 02/25/2020' Permit No: CBC2019-0286 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 2016 Palomar Airport Rd, 100 BLDG-Commercial 2130201800 $709,297.54 Work Class: Tenant Improvement Status: Closed - Finaled Lot #: Applied: 06/11/2019 Reference #: Issued: 07/23/2019 Construction Type: •Permit Finaled: # Dwelling Units: Bedrooms: Project Title: Description: Bathrooms: Inspector: PYork Orig. Plan Check #: Final Plan Check #: Inspection: 2/25/2020 9:15:40AM MAGELLAN AVIATION: 12,131 SF T.I. AND 315 SF 2ND FLOOR IN-FILL (THIS PERMIT UPDATES AND COMPLETES PERMI1 CB090652) Owner: COUNTY OF SAN DIEGO Public Agency, 858-694-2960 BUILDING PERMIT FEE ($2000+) $2,667.00 BUILDING PLAN CHECK FEE (BLDG) $1,866.90 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $242.00 FIRE Plan Review Per Hour - Office Hours $170.00 FIRE S Occupancies < 50,000sq. ft. TI $373.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL • $104.00 PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL $124.00 SB1473 GREEN BUILDING STATE STANDARDS FEE $29.00 STRONG MOTION-COMMERCIAL • $198.60 Total Fees: $5,949.50 Total Payments To Date: $5,949.50 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 APPLYto 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 1760-602-2700 1760-602-8560 f I www.carlsbadca.gov (City o f Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 - heck\02 Est. Value PC Deposit Date 5-2.- iq Job Address 4,011D r4LA)Av AiVL-PtflW fl.DP'D Suite: APN: Tenant Name: &/J-9 ¼iir C6' J-v' CT/Project #: Lot #:________ Occupancy: 5 Construction Type: V Fire Sprinklers ye! no Air Conditioning: OSno BRIEF DESCRIPTION OF WORK: CJ)i c.4r Th4r MT9 FOVl 0iL49 tbMiQ Vvr 5- &I4OI, wi, sr- iw- icz-. Addition/New: 7 I T and Use, ___New SF and Use, Deck SF, _________ Patio Cover SF (not including flatwork) Tenant Improvement: 14. I') 1 SF, Existing Use iA'C#f'W Proposed Use Of1i t6 Ca - _____________ SF, Existing Use Proposed Use Pool/Spa: SF Additional Gas or Electrical Features? Solar: KW, _____ Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No 0 Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) PROPERTY OWNER kCUA11 m't4nrT) Name: 3061? L)tS e-nA% Name: Address: /&Y P)TD L.34-41 Address: 0 City: 5AA c Ut4r() State:: C4 Zip: 'Z 52 City: State: Zip: Phone: J(oO - ?% 'Z-'1.- Phone: Email:1?IC-t,OYL& J2 Cd-14LL 1ot1 Email:___________________________ DESIGN PROFESSIONAL Name: 4?14Pt%9 4OF41MTV" Address: '1.1 ' '-1 C4rU.1 0,, Jr-t4u4 nv.' A- City: D&t... '4 A State:-(4- Zip: qio) Phone: f9)- 1'5 DO ri Email: i10u4A9 e, Hrnt rvr4. (,O' Architect State License: CONTRACTOR BUSINESS Name: Ho LA-PA2.4j,$+eIAC,4'UPA Se4Ufl ;Iu, Address: Z76) LA PAZ UèJ State:(,4_Zip: 9z Phone: gLic,-179' Email: San ihw,t &,'.uc,k ,n,'i State License:?7 17'7 65 Bus. License: (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/she 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/she 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)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingtcarlsbadca.gov B-2 Page 1 of 2 Rev. 06/18 (OPTION A ): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. di have and will maintain worker's 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 Company Name: $747 T,p.' /011SVR41J46r P1.4.16D Policy No. '?0f4 70/ Expiration Date: 2 2 P O 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 be come 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 $100,000.00, in addition the to 071 he co compensation, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CONTRACTOR SIGNATURE: 'e) 2jAf) DAGENT DATE: (OPTION 13 ): OWNER-BUILDER DECLARATION: I hereby affirm that! am exempt from Contractor's License Law for the following reason: O 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). O 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). O 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. 0 Yes 0 No 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/ phone! contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): S. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone / type of work): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? DYes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 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. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property 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 ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of . . ButidIng€ode). APPLICANT SIGNATURE DATE: 1635 Faraday Ave CarIsbad'CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingccarlsbadca.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 06/11/2019 Owner: COUNTY OF SAN DIEGO Work Class: Tenant Improvement Issue Date: 07/23/2019 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed - Finaled Expiration Date: 07/06/2020 Address: 2016 Palomar Airport Rd, 100 Carlsbad, CA 92011-4400 IVR Number: 19671 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency See card or pick up Yes BLDG-Building Deficiency Provide dryer duct back draft damper at Yes termination. BLDG-Building Deficiency 2/06/20, TCO granted, see card for pick up. Yes BLDG-Plumbing Final No BLDG-Electrical Final . No 02I2512020 02125/2020 BLDG-Final 120287-2020 Passed Michael Collins Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency See card or pick up • No BLDG-Building Deficiency Yes BLDG-Building Deficiency Provide dryer duct back draft damper at No termination. BLDG-Building Deficiency 2/06/20, TCO granted, see card for pick up. Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Electrical Final .. Yes BLDG-Electrical Final Yes / February 25, 2020 ,. . Page 6 of 6 Permit Type: BLDG-Commercial Application Date: 06/11/2019 Owner: COUNTY OF SAN DIEGO Work Class: Tenant Improvement . Issue Date: 07/23/2019 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed - Finaled Expiration Date: 07/06/2020 Address: 2016 Palomar Airport Rd, 100 Carlsbad, CA 92011-4400 IVR Number: 19671 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete. 0112912020 01129!2020 BLDG-24 117826.2020 Cancelled Michael Collins Reinspection Complete RoughlTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-34 Rough 117825.2020 Cancelled Michael Collins Reinspection Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-Final 117827-2020 Partial Pass Michael Collins . Reinspection Incomplete Inspection. Checklist Item COMMENTS . Passed BLDG-Building Deficiency See card or pick up Yes BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Electrical Final No 02/0612020 02/06/2020 BLDG-Final 118694-2020 Partial Pass Michael Collins . Reinspection Incomplete Inspection Checklist Item COMMENTS Passed . BLDG-Building Deficiency 2/06/20, TCO granted, see card for pick up. Yes BLDG-Building Deficiency • No BLDG-Building Deficiency See card or pick up Yes BLDG-Plumbing Final • No BLDG-Electrical Final • No BLDG-Fire Final 105930-2019 Passed Adalmira Maldonado Complete Checklist Item COMMENTS . Passed FIRE- Building Final • Yes 02107/2020 02/07/2020 BLDG-Final' 118795-2020 Cancelled Chris Renfro Reinspection Complete Inspection • . Checklist Item COMMENTS Passed BLDG-Building Deficiency 2/06/20, TCO granted, see card for pick up. Yes BLDG-Building Deficiency See card or pick up Yes BLDG-Building Deficiency No BLDG-Plumbing Final No - BLDGElectrical Final • No 02/14/2020 02/14/2020 BLDG-Final 119489.2020 Partial Pass Michael Collins Reinspection Incomplete Inspection February 25, 2020 • • .• Page 5 of 6 Permit Type: BLDG-Commercial Application Date: 06/11/2019 Owner: COUNTY OF SAN DIEGO Work Class: Tenant Improvement . Issue Date: 07/23/2019 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed - Finaled Expiration Date: 07/06/2020 Address: 2016 Palomar Airport Rd, 100 IVR Number: 19671 Carlsbad, CA 92011-4400 Scheduled Actual Date Start Date Inspection Type inspection No. inspection Status Primary Inspector Reinspection Complete 0110212020 01/0212020 BLDG-33 Service, 115137-2019 Failed Luke Storno Reinspection Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Work not ready No BLDG-85 T-Bar, 115138-2019 Failed Luke Storno Reinspection Ceiling Grids, Overhead Complete Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Work not ready/ fire overhead inspection No missing. BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 01/08/2020 01/08/2020 BLDG-33 Service 115665-2020 Partial Pass Luke Storno Reinspection incomplete Change/Upgrade Checklist item COMMENTS Passed BLDG-Building Deficiency Partial approval Yes - electric meter release. I BLDG-85 T-Bar, 115666-2020 Partial Pass Luke Storno Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Work not ready/ fire overhead inspection No missing. BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout. No BLDG-34 Rough Electrical Electric meter release. Yes BLDG-44 . No Rough-Ducts-Dampers 01/28/2020 01/28/2020 BLDG-Final 117760-2020 Failed Michael Collins Reinspection, Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Electrical Final No February 25, 2020 - Page 4 of 6 Permit Type: BLDG-Commercial Application Date: 06/11/2019 Owner: COUNTY OF SAN DIEGO Work Class: Tenant Improvement . Issue Date: 07/23/2019 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed - Finaled Expiration Date: 07/06/2020 Address: 2016 Palomar Airport Rd, 100 Carlsbad, CA 92011-4400 IVR Number: 19671 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency . No. BLDG-17 Interior 108765-2019 Partial Pass Paul York Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Walls only at Rm. 208-209 Yes BLDG-Building Deficiency Partial, 2nd floor except restrooms Yes BLDG-34 Rough 108766-2019 Partial Pass Paul York Reinspection Incomplete Electrical Checklist Item COMMENTS. Passed BLDG-Building Deficiency . No 11101/2019 11/01/2019 BLDG-44 109564-2019 Partial Pass Paul York Reinspection Incomplete Rough/Ducts/Damp ers Checklist Item COMMENTS Passed BLDG-Building Deficiency . Yes 11/04/2019 11/0112019 BLDG-17 Interior 109565-2019 Partial Pass Luke Storno Reinspection Incomplete Lath/Drywall . Checklist Item COMMENTS Passed BLDG-Building Deficiency Walls only at Rm. 208-209 Yes BLDG-Building Deficiency Partial, 2nd floor except restrooms . Yes 1210612019 12106/2019 BLDG-85 T-Bar, • I12890-2019 . Partial Pass • Paul York Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 . No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout • .• No BLDG-34 Rough Electrical No BLDG-44 • No Rough-Ducts-Dampers 12130/2019 12/30/2019 BLDG-84 Rough 114861-2019 Partial Pass Chris Renfro Reinspection Incomplete Combo(14,24,34,44) • Checklist Item COMMENTS • • Passed BLDG-Building Deficiency PY Completed inspection on 12/27/2019 Yes February 25, 2020 . • . • Page 3 of 6 Permit Type: BLDG-Commercial Application Date: 06/11/2019 Owner: COUNTY OF SAN DIEGO Work Class: Tenant Improvement Issue Date: 07/23/2019 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed - Finaled Expiration Date: 07/06/2020 Address: 2016 Palomar Airport Rd, 100 Carlsbad, CA 92011-4400 IVR Number: 19671 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-14 Partial 2nd floor walls except Restrooms & Yes Frame-Steel-Bolting-Welding Laundry (Decks) BLDG-14 2nd floor restroom walls only. Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-34 Rough Electrical Yes 09112/2019 09/12/2019 BLDG-11 103953-2019 Passed Michael Collins Complete Foundation/FtglPier s(Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency SOG for slab penetrations Yes BLDG-17 Interior 103954-2019 Partial Pass Michael Collins Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial, 2nd floor except restrooms Yes BLDG-Building Deficiency Walls only at Rm. 208-209 Yes 09/20/2019 09/20/2019 BLDG-22 104875-2019 Partial Pass Paul York Reinspection Incomplete Sewer/Water Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/18/2019 10/18/2019 BLDG-84 Rough 108007-2019 Partial Pass Paul York Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-14 Partial 2nd floor walls except Restrooms & Yes Frame-Steel-Bolting-Welding Laundry (Decks) BLDG-14 2nd floor restroom walls only. Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout - Yes BLDG-34 Rough Electrical Yes BLDG-34 Rough Electrical Yes 10/2512019 10125/2019 BLDG-14 108869-2019 Partial Pass Paul York Reinspection Incomplete Frame/Steel/Boltin g!Welding (Decks) , February 25, 2020 Page 2 of 6 Permit Type: BLDG-Commercial Application Date: 06/11/2019 Owner: COUNTY OF SAN DIEGO Work Class: Tenant Improvement Issue Date: 07/23/2019 Subdivision: RANCHO AGUA HEDIONDA POR. OF Status: Closed - Finaled Expiration Date: 07/06/2020 Address: 2016 Palomar Airport Rd. 100 IVR Number: 19671 Carlsbad, CA 92011-4400 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 07/26/2019 07/2612019 BLDG-21 098828-2019 Partial Pass Paul York Reinspection Incomplete Underground/Unde rfloor Plumbing Checklist Item COMMENTS Passed 'BLDG-Building Deficiency No BLDG-84 Rough 098829-2019 Partial Pass Paul York Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 08/13/2019 08/13/2019 BLDG-21 100826.2019 Passed Michael Collins Complete Underground/Unde rfloor Plumbing Checklist Item COMMENTS . Passed BLDG-Building Deficiency Waste to POC for hanger side Yes Restroom/shower BLDG-84 Rough 100624-2019 Partial Pass Michael Collins Reinspection Incomplete Combo(14,2434,44) Checklist Item COMMENTS Passed BLDG-14 Partial 2nd floor walls except Restrooms & Yes Frame-Steel-Bolting-Welding Laundry (Decks) . BLDG-34 Rough Electrical Yes 08/20/2019 08/20/2019 BLDG-17 Interior 101375-2019 Partial Pass Michael Collins Reinspection Incomplete Lath/Drywall Checklist Item . COMMENTS Passed BLDG-Building Deficiency Partial, 2nd floor except restrooms Yes BLDG-84 Rough 101465-2019 Partial Pass Michael Collins Reinspection Incomplete Combo(14,24,34,44) February 25, 2020 . . Page 1 of 6 F~NiPECTION RECORE2016 PALOMAR AIRPORT RD #100 G.IIJ4 1VlATIOH 12.131 SF Ti N315 SF 20 SCORD CAflU WITH APPROVED - ROQRIIFSJ.41I4S PERM 1 J.POATES AND 111cm ON THE JOB CO*LW4 PERMIT CWS5 i-OO.oai FOR NEXT wornc OAVINSPECTION 2130201800 puispciiouc*u.760-602-2725 6111(2019 r.Caadta.00ymuIIdtae AND CUCI( ON CBC20I9-0286 you havrrasyQuesucas i afiibeggax2y or brIng In a COPY cf this card to: 1635 Faraday Ave.. Call,"Ad. F MAEO*LS. IT IS RLOUIRW PRIOR TO ANY CONSTMJCTPON Data Isisp.ctor Motel WAItRPaCNltZEflMG RTWIVD 7604027725 Anew 74 hears ARXED APPROVAL lEOVU1) PR?OR TO PEOUESIING BUILDING FINAL ,Iw1aen 760402440 AMW 4tWWI aeoq 4tPt IL 12c1Pr 7004440463 Aw 40 boat 7604333,511 CAN WIDOW Zpro Date 711 - /,' WI UNSfNStClJ101SU2.L as UNUI*OUIOIIYS50 - 111112IFURCM RUSH WS MURMWSUAL Date &supettof_ OYENXEIDISTDNOSW1C •:- - A(S FIXU — - F/A 111(11. FVM EMN019"ll SUMM ROUG94N - • t ...i't-: RXEODTIKOST11MHyfl109AflCIIjT - -. I -• RECORD COPY City of Carlsbad C8090652 2016 PALOMARAIRP0IFRD INSPECTION RECORD 100 INSPECTION RECORD CARD WITH APPROVED MAGELLAN AVIATION- BUILD NEW PLANS MUST BE KEPT ON THE JOB 11,093 SF OF NEW OFFICE SHELL AND INCORPORATE 625 SF OF EXISTING BLDG FOR TI (CB071490) TO CALL PRIOR TO 4:00 P.M. FOR NEXT WORK CREATE STE 100 DAY INSPECTION COMMIND INDUST Lc*#: JAIME BERNAL jr $ 0 BUILDING INSPECTION: 760-602-275 TO COVER DATE: c1f ''/'tq lype ot InspeCtion Date inspector Notes REINFORCED STEEL .41Z nmk&4's4 .4 ti'J MASONRY ,, 0 GROUT 0 WALL DRAINS _.4j jit AIA'i f' 4V TILT PANELS POUR STRIPS 7;' , jwi /iA,,..oui!i2 rj Qwf',4j./—' — / COLUMN FOOTINGS SUBFRAME 0 FLOOR 0 CEILING ROOF SHEATHING EXT. SHEAR PANELS FRAME INSULATION EXTERIOR LATH , -AAA e 'A- Z42.. 11% "/l- INTERIOR LATH & DRYWALL FINAL PLUMBING PWMDING SEWER AND 81/C0 0 P1/C0 UNDERGROUND 0 WASTE 0 WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST 0 GAS PIPING WATER HEATER 0 SOLAR WATER FINAL ELECTRICAL ELECTRIC UNDERGROUND 0 LIFER IC? M ROUGH ELECTRIC WALLS Tf ai.j s?/k/' ROUGH ELECTRIC CEILING / - 0 ELECTRIC SERVICE 0 TEMPORARY BONDING 0 POOL FINAL MECHANICAL UNDERGROUND DUCTS & PIPING DUCT & PLEM. 0 REF. PIPING HEAT- AIR COND. SYSTEMS VENTILATING SYSTEMS - -. FINAL CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL Sign When Appropriate - - -- Building Dept. (inspections 17601602-2725 - - Fire Department (7601 6024660 Planning Department 176016024602 Engineering Dept. (inspections) (7601438-3891 Building Inspectors (7am4pn,) 7601 602-2700 CMWD - (760) 438-2722 Ext7l51 1635 Faraday Ave. • Carlsbad. CA 92008 • www.carlsbadca.gov REV 112008 SEE BACK FOR SPECIAL NOTES Section 5416. Health and Safety Code State of California There shall be not less than one water closet for each 20 employees or fractiQnal part thereof working at a construction job site. The water closet shall cohsist of a patented chemical type toilet. For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. ADDITIONAL NOTES NOVA Services Daily Report Thursday, Oct 10, 2019 Carlsbad Jet Center TI 2006 Palomar Airport Rd Carlsbad, Ca Job#: 1019214 WEATHER Time Temp Hum W-Dir W-Speed W-Gust Precip Condition 05:55 AM 57°F 71% ESE 1MPH 0 I Mostly Clear 09:55 AM 70°F 51% 1MPH 0 I Clear 01:55 PM 78°F 41% W 3MPH 0 I Clear TIME ARRIVAL 08:04 AM Jason McKnight on site at 8 a.m. per contractor request REFERENCED DOCUMENTS 01:14 PM Jason McKnight ongoing welding of AC support 4x6x114 TS per 41S4. one FP splice completed at GL D-11 W114" backing bars. FCAW FP weld procedure performed by approved welder using E71T-8 wire. work ongoing at this time. several more beams to be added. welds VTOK PERMIT NUMBERS 01:06 PM Jason McKnight permit#CBC2019-0296 Powered By NoteVault Nova Services, Inc. I Carlsbad Jet Center TI I Thursday, Oct 10, 20191 Page 1 of 2 GENERAL NOTES 10:49 PM Jason: McKnight offsite at 230 WELDING/HS BOLTING 01:14 PM Jason McKnight ongoing welding of AC support 4x6x1/4 TS per 4/S4. one FP splice completed at GL D-11 WIJ4" backing bars. FCAW FP weld procedure performed by approved welder using E71T-8 wire. work ongoing at this time. several more beams to be added. welds VTOK COMPLIANCE 01:17 PM Jason McKnight to the best of my knowledge all work was done in compliance with approved plans and associated specs and codes Jason McKnight: Powered By Note Vault Nova Services, Inc. I Carlsbad Jet Center Ill I Thursday, Oct 10,20191 Page 2 of 2 NOVA Ser'ices Daily Report Friday, Oct 11, 2019 Carlsbad Jet Center TI 2006 Palomar Airport Rd Carlsbad, Ca Job#: 1019214 WEATHER Time Temp Hum W-Dir W-Speed W-Gust Precip Condition 05:55 AM 53°F 37% ESE 1MPH 0 I Clear 09:55 AM 84°F ESE 3MPH 0 I Clear GENERAL NOTES 07:00 AM Jason McKnight on site at 7 a.m. ner contractor re 11:53 AM Jason McKnight permit#CBC2019-0296 11:54 AM Jason McKnight ongoing welding of AC support 4x6x1/4 TS per 4/S4.2 FP splices completed at GL D-11 W1/4' backing bars. FCAW FP weld procedure performed by approved welder using E7IT-8 wire. work ongoing at this time. several more beams to be added. welds VTOI< Powered By NoteVault Nova Services, Inc. I Carlsbad Jet Center TI I Friday, Oct 11, 20191 Page 1 of 2 S 11:54 AM Jason McKnight to the best of my knowledge all work was done in compliance with approved plans and associated specs and codes 02:09 PM Jason McKnight off-site at 130 Jason McKnight: Powered By NoteVault Nova Services, Inc. I Carlsbad Jet Center TI I Friday, Oct 11, 20191 Page 2 of 2 NOVA Services Daily Report Monday, Oct 14,2019 Carlsbad Jet Center TI 2006 Palomar Airport Rd Carlsbad, Ca Job#: 1019214 Time Temp Hum W-Dir W-Speed W-Gust Precip Condition 04:55 AM 62°F 74% 0 MPH 0 IN Cloudy 09:55 AM 72°F 45% 2MPH 0 I Clear 01:55 PM 75°F 44% WNW 3MPH 0 IN Clear TIME ARRIVAL 07:00 PM Emad Beshay [Lat/Long: 33.89717,417.51198] on site at 7am PERMIT NUMBERS 07:20 AM Emad Beshay [Lat/Long: 33.12575,-117.283264] CBC2019-0286 Nt .'tj .1 (tIM I60PEC7ION RECO*t CBC2011i 0206 Powered By NoteVault - -- - - - Nova Services, Inc. I Carlsbad Jet Center TI I Monday, Oct 14,20191 Page lof 8 WELDING/HS BOLTING 09:18 AM Emad Beshay [Lat/Long: 33.12611,-117.28265] (2) New mechanical units support located between A & C from 9.2 to 9.5 and from 4 to 6. observed the weld of HSS 6x4x3/16" welded together utilizing UP with backing as per EOR email dated September 19,2019 (attached) and note# 7 sheet S3. observed 1/4" shear plate welded to. HSS 6X4 utilizing 3/16" fillet weld at three sides as per detail 4/S4. Welding process used FCAW NR232 .072 DIA. work not complete yet, still in progress. Powered By Note Vault Nova Services, Inc. I Carlsbad Jet Center TI I Monday,0ct 14,20191 Page 2 of 8 ø., .. 9 LI : - jU. 14 Iii ;L1L F Z~, qu Powered By NoteVault Nova Services, Inc. I Carlsbad Jet Center TI I Monday, Oct 14,20191 Page 5 of 8 Powered By NoteVault . Nova Services, Inc. I Carlsbad Jet center Ti I Monday, Oct 14,20191 Page 6 of 8 .4 a IIi : Powered By NoteVault - Nova Services, Inc. I Carlsbad Jet Center TI I Monday, Oct 14,20191 Page 3 of 8 Powered By NoteVault Nova Services, Inc. I Carlsbad Jet Center TI I Monday, Oct 14,20191 Page 4 o 8 COMPLIANCE 02:50 PM Emad Beshay [Lat/Long: 33.125954,-117.282561 work observed comply with approved plan to the best of my knowledge ICC #8008238. SD #1321 TIME DEPARTED 07:00 PM Emad Beshay [Lat/Long: 33.897217,-117.51213] departure at 3:30pm Employee Signature: Powered By NoteVault Nova Services, Inc. I Carlsbad Jet Center TI I Monday, Oct 14,20191 Page 8 of 8 + Avd: CWhW Jet Center nt reei NOW rxm"~.XWWpQrj0r trt djmoW. tn BUmoi1 mIsct el.tc.sna ItNSb l h.b bewdbtIo., MMik43E Engcrs Inc. Powered ByNoteVault - - - Nova Services, Inc. I Carlsbad Jet Center ill I Monday, Oct 14,20191 Page 7 of 8 Daily Report Wednesday, Oct 16, 2019 Carlsbad Jet Center TI 2006 Palomar Airport Rd Carlsbad, Ca Job#: 1019214 WEATHER Time Temp Hum W-Dir W-Speed W-Gust Precip Condition 05:55 AM 58°F 74% NE 1MPH 0 I Clear 10:27AM 77°F 33% N 0MPH 0MPH 01N Sunny 01:55 PM 86°F 25% NW 2MPH 0 I Clear TIME ARRIVAL 10:13 PM Emad Beshay [Lat/Long: 33.897564,-117.512161 on site at 11am PERMIT NUMBERS 10:13 PM Emad Beshay [Lat/Long: 33.89741,-117.51205] CBC2019-0286 WELDING/HS BOLTING 12:57 PM Emad Beshay [Lat/Long: 33.125473,-117.282936) (2) New mechanical units support located between A & C from 9.2 to 9.5 and (1) unit from 4 to 6. observed the weld of HSS 6x4x3/16" welded together utilizing UP with backing as per EOR email dated September 19,2019 and note# 7 sheet 53. observed 1/4" shear plate welded to existing WF beam web utilizing 3/16' fillet weld at both sides as per detail 4/S4. Welding process used FCAW NR232 .072 DIA. Powered ByNoteVault Nova Services, Inc. I Carlsbad Jet Center TI I Wednesday, Oct 16,20191 Page 1 of 4 Powered By NoteVault Nova Services, Inc. I Carlsbad Jet Center TI I Wednesday, Oct 16,20191 Page 2 of 4 Emad Beshay: COMPLIANCE 10:13 PM Emad Beshay [Lat/Long: 33.897335,-117.51235] work observed comply with approved plan to the best of my knowledge ICC #8008238. SD #1321 TIME DEPARTED 10:14 PM Emad Beshay [Lat/Long: 33.897278,417.51201] departure at 3pm Powered By NoteVault - Nova Services, Inc. I Carlsbad Jet Center TI I Wednesday, Oct 16,20191 Page 4 of 4 / / tILi 11 NOVA Services 4373 Viewridge Avenue, Suite B San Diego, CA 92123 858-292-7575 FAX 858-292-7570 DAILY FIELD REPORT Pagelof 5 Project Name: Carlsbad Jet Center TI NOVA Project #:1019214 Project Location: 2006 Palomar Airport Rd Carlsbad Date: 10/22/2019 Contractor: Malek Engineers, Inc. Time Arrived: 10:00 am PermitIDSA#: CBC2019-0219 File #: Time Departed: 2:00 pm Type of Inspection MAsphalt Prestressed Concrete Fireproofing Soil/Compaction Batch Plant amasonry Epoxy/Non-Shrink Grout ]Foundation Concrete/Shotcrete MWelding / HS Bolting j Wedge Anchor Bolts Check List !Soils Report Approved Plans ESpecifications WI's Details Referenced on Plans____________________________________________________ Work Inspected: Special Inspector, Del Sanchez arrived at job site to provide welding inspection and met with supervisor to discuss areas of work on the North Building and reviewed drawings. Inspection for Pipe Supports. Inspection of pipe supports, angles and beam connections. Work consist of 3/16" fillet welds of 4X4X1/4" angles to new HSS 6x4x1/4" per detail S4/4. Also new angles to existing beam with 3/16" fillet welds on two side, per S4/4. Additional, angles 4x4x1/4" to new HSS6x4x1/4" equally spaced, work cinsist 3/16" fillet welds two side, per detail S4/5. Welder certification verify to concur with welding procedure. Welding to continue. See pictures to follow. Tests Performed on Site: Use Additional Sheets if Needed The Work 01WAS 11WAS NOT The Work Inspected MET DID NOT MEET Inspected in Accordance with the Requirements of the Approved Documents The Requirements of the Approved Documents Material Sampling 3WAS MWAS NOT N/A Performed in Accordance with Approved documents Reinspections or Not In Contract Work IYES ENO Amount of time performing Reinspections or MC Work: Hours Signature of On-Site Representative/ Name / Title CWI-0604064 1 Del Sanchez Inspector Name Signature of Employee Certification # in A ,AAA- NOVA Services 4373 Viewridge Avenue, Suite B San Diego, CA 92123 858-292-7575 FAX 858-292-7570 A NOVA Services 4373 Viewridge Avenue, Suite B San Diego, CA 92123 858-292-7575 FAX 858-292-7570 AIR, 4373 Viewridge Avenue, Suite B San Diego, CA 92123 NOVA 858-292-7575 FAX 858-292-7570 Services A ii NOVA Services 4373 Viewridge Avenue, Suite B San Diego, CA 92123 858-292-7575 FAX 858-292-7570 ;IRiFiEC WLi : ._._ :... ..-. Tk:• . StWsJ : 4 LCA AdKpioft RL 8udinq Jfld Salsy NOVA Services 4373 Viewridge Avenue, Suite B San Diego, CA 92123 858-292-7575 FAX 858-292-7570 DAILY FIELD REPORT Pagelof 4 Project Name: Carlsbad Jet Center TI NOVA Project #:1019214 Project Location: 2006 Palomar Airport Rd Carlsbad Date: 10/23/2019 Contractor: Malek Engineers, Inc. Time Arrived: 10:00 am Pernut/DSA#: CBC2019-0219 File #: Tune Departed: 2:00 pm Type of Inspection RAsphalt Prestressed Concrete Fireproofing Soil/Compaction Batch Plant Masonry Epoxy/Non-Shrink Grout Foundation Concrete/Shotcrete MWelding / HS Bolting Wedge Anchor Bolts Check List Soils Report Approved Plans OSpecifications WI's Details Referenced on Plans Work Inspected: Special Inspector, Del Sanchez arrived at job site to provide welding inspection and met with supervisor to discuss areas of work on the North Building and reviewed drawings. Inspection for Pipe Supports. Inspection of pipe supports, angles and beam connections. Work consist of 3/16" fillet welds of 4X4X1/4" angles to new HSS 6x4x1/4" per detail S4/4. Also new angles to existing beam with 3/16" fillet welds on two side, per S4/4. Additional, angles 4x4x1/4" to new HSS6x4x1/4" equally spaced, work cinsist 3/16" fillet welds two side, per detail S4/5. Work completed. See pictures to follow. Tests Performed on Site: Use Additional Sheets if Needed The Work ERWAS WAS NOT The Work Inspected EZNMT HDID NOT MEET Inspected in Accordance with the Requirements of the Approved Documents The Requirements of the Approved Documents Material Sampling HWAS HWAS NOT EN/A Performed in Accordance with Approved documents Reinspections or Not In Contract Work EYES ENO Amount of time performing Reinspections or MC Work: Hours Signature of On-Site Representative/ Name / Title CWI-06040641 Del Sanchez Inspector Name Signature of Employee Certification # A NOVA Services - 4373 Viewridge Avenue, Suite B San Diego, CA 92123 858-292-7575 FAX 858-292-7570 4373 Viewridge Avenue, Suite B 4 San Diego, CA 92123 NOVA 858-292-7575 FAX 858-292-7570 Services A4 A NOYA Services 4373 Viewridge Avenue, Suite B San Diego, CA 92123 858-292-7575 FAX 858-292-7570, Sepich Enterprises, LLC. dba OWNUUDSVLAI SOIL VAPOR MANAGEMENT FOR HABITATION TX: 4007 McCullough Ave. #469 / San Antonio TX 78212/ tel (213)500-0425 CA: 5655 Lindero Canyon Road, Suite #106-3, Westlake village, CA 91362 / tel (818)597-1448, sheet _/of_7 — DAILY FIELD REPORT DATE: INSPECTION OF SOIL VAPOR MITIGATION SYSTEM TIME IN: JOB # / NAME TIME OUT: If TRAVEL TIME _.:5: ' CLIMATIC CONDITIONS bright barometer wind temperature humidity fog C) rising 0 still 0 <32F 071-85 0 dry O cloudy 0 failing 0 breezy 033-55 086-100 (S moderate rain 0 strong 056-70 0> IOOF 0 high ACTIVITIES . 0 0 NOTES: 0 o o o th,w -72 -- 0 •J:1 r--.- 0 EQUIPMENT 0 0 0 C) ON SITE PERSONS ON SITE A7 4rJ Mi 74's' iJ?atJ NOTES: L notify cojstr to caJ48 hours in advance for re-inspection inspector's S verified by 2016 Palomar Airport Rd Carlsbad Methane Mitigation Inspection Report Sept 9 2019 The original methane gas mitigation design for this site is dated 2007. Tennant improvements required that the slab-on-grade be cut to install a variety of subsiab plumbing pipes and fixtures. The original Liquid Boot membrane installation has been neatly cut open and laid back for these installations. It is apparent that care had been taken by the plumbers to minimize any distortion of the membrane. There are 5 rooms Where this work has taken place. Advance Construction Technology (A.C.T.) was on site to restore the membrane. First, fiat' vent pipe was installed where shown on the plans and butt-connected to the existing flat vent piping. ACT took great care to install the membrane carrier fabric and to bring the original membrane as close to its original position as possible. Liquid Boot - 500 was applied. Great care and meticulous attention was given to the new membrane installation. The ACT crew demonstrated competence and high standards of workmanship. All activities were continuously under my observation. After the membranes were installed, ponded catalyst was carefully blotted up with rags. An 80z. non-woven geotextile was then installed over the membrane. The geotextile is being covered with washed plaster sand protection course, a minimum of 2 inch thick; often thicker to bring the sand layer to bottom of existing slab. The sand installation was performed by Jorge of ABC Concrete. Once the sand protection course is placed it is acceptable to install rebar and pour back slab. Respectfully submitted, Hugh Avery, -for Brownfield Subslab EsGV0 il A SAFEbuiItCompany DATE: JULY 10, 2019 U APPLICANT U JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0286 SET: II PROJECT ADDRESS: 2016 PALOMAR AIRPORT ROAD PROJECT NAME: TWO-STORY OFFICE T.I. & 2ND FLOOR INFILL* 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 building 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. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LII The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI 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: Jose Telephone #: 760-310-5232 Date contacted: (by: ) Email: baloro.bdsq mail. com Mail Telephone Fax In Person REMARKS: *Complete office T.I. within existing vacant shell with P/M/E, new restrooms and infill floor to existing 2nd floor opening is under this permit. A similar project was approved under 2007 CBC; however, due to extensive code changes in the last decade & revisions to the original permit, this project is revie)&ed as new, not as a deferred submittal, as per applicant's request. By: ALl SADRE, S.E. Enclosures: EsGil 7/05 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 I EsGil A 5AFEbuitt'Company DATE: June 7, 2019 r JURISDICTION: CARLSBAD 01 WL PLANCHECK#.:e19Açj SI PROJECT ADDRESS: 2016 PALOMAR AIRPORT ROAD O APPLICANT L3 JURIS. PROJECT NAME: TWO-STORY OFFICE T.I. & 2ND FLOOR INFILL* The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI 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. PLEASE SEE BELOW* El 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: LI 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: Jose Telephone #: 760-310-5232 Date contacted: p k I (by: Email: baloro.bdsäkimail.com Q.Mail) TeIephone Fax In Person LN REMARKS: code-changes-in the last decade & revisions to the:ogrnal permttthis project will be:rviewed as new,-rjot asas deferredsubmittalras-perapplicantrequestj By: ALl SADRE, S.E. Enclosures: EsGil 5/28 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 CARLSBAD PREy 2019-009S June 7, 2019 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK#.: PREy 2019-0098 PROJECT ADDRESS: 2016 PALOMAR AIRPORT ROAD STORIES = TWO; HEIGHT = NO CHANGE; CONSTRUCTION = V-B; SPRINKLERS = YES; T.I. AREA = 12,131 (BOTH FLOORS, INCLUDING 723-S.F. T.I. IN HANGER B); 2nd FLR. INFILL = 315-S.F.; OCCUPANCY GROUP = B DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 5/28 June 7, 2019 REVIEWED BY: ALl SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. GENERAL Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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 EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. CARLSBAD PREy 2019-0098 June 7, 2019 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 on the plans. Have changes been made not resulting from this list? U Yes U No PLANS A reminder that the updated plans need to be stamped and signed by the project architect and/ or engineer responsible for their preparation. Please delete all the references throughout the plans to the outdated code references from the 2007 CBC, etc. E.g., see UBC reference on the cover sheet, under note #13, which has not been used in over a decade; on Sht. TI.1, see doors notes #7 & 17; under hazard see notes 1, 2, 5, 6; etc. Too many incorrect section #s to itemize here. On Sheet 11.2, please reverse the double doors to swing in the direction of travel with the assigned occupant load over 50. Sec. 1010.1.2. 1. On Sheet AO.2, the note near grid point H-6.5 is not legible. Please show automatic sliding doors comply with Sec. 1010.1.4.2 on the plans. See Sheet A1.0. Where are Sections 1 & 2/A3.3, as called out on Sheet A3.1? Please indicate where all the doors, as per door schedule, on Sheet A6.0, are called out on the floor plans (except doors #1 & #3). ACCESSIBILITY II. Please show detectable warning surfaces on plans, where walks cross the vehicular way. Sec. 11 B-247.1.2.5. Revise detail to show compliance with CBC, Sec. 11 B-705.1.1.3, specifically the color of the detectable warnings. Detectable warning surfaces shall be yellow and approximate ES 33538 of Federal Standard 595C. The detectable warning shall be 3' deep. Revise detail 2/A8.0, accordingly. Sec. 11 B-705.1.2.5. [The three feet width is incorrect, as shown]. Please show 7"-9" to the centerline of the toilet paper dispenser in front of the W/C on Sht. T1. 1, as opposed to the edge of the dispenser. Section 118-604.7. Similarly, for that noted as 12" on the interior elevation Dl, 132 & 133, on Sheet A5.0; BI & 132, on Sheet A5.1; etc. Please dimension 5'-0" clear landing in front of the office door in space #106, on Sheet A1.0. Fig. II B-404.2.4.1. Similarly, for that in office #114. [There should not be any fixtures, furnishing, partitions, etc., to interfere with the required clear floor space(s) and landing(s). CARLSBAD PREV 2019-0098 June 7, 2019 Please update all the outdated code sections on Sheet AO.1, under site plan keynote #5 and Site plan general notes #3, 4 & 5. Please dimension 18" clear on the swing side of the restroom door in space 108. Sheet AI.0. Fig. 11 B-404.2.4.1. Similarly, on detail 1/A5.0. Please dimension 24" clear strike edge distance adjacent to both single exit doors, on Sheet A1.0, near gridlines #1 &#11. Fig. II13-404.2.4.1. Please justify the post adjacent to the door in space #120, as shown on Sheet AI.0. Fig. 1113-404.2.4.1. The combination toilet paper dispenser, as shown on plans, is not acceptable. The 1-1/2" clearance between the grab-bar and the wall is absolute, not subject to construction tolerances to encroach into, as the dispenser will. [See DOJ ruling against Bobrick]. This is a new change effective July 1, 2018 in the CBC, Sec. 11B-609.3. 1. e., see details Dl. B2, B3 on Sheet A5.O: B & B2 on A5. 1. etc. Please show kitchen appliances including refrigerator, oven, etc. are HG accessible. Sections 11 B-804.6.3 through 11 B-804.6.6. Please specify the 50% of storage shelves (as well as kitchen drawers) shall be HG accessible. Section 11 B-804.5. See interior elevations and kitchen equipment drawings. I.e., see A7.0, etc. The dimension, as noted on interior elevation Al, on Sheet A5.0, is not legible. NON-RESIDENTIAL GREEN BUILDING STANDARDS (Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to nonresidential additions of 1.000 sq. ft. or larger or alterations (tenant improvements) with a value of $200.000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. If electrical vehicle charging equipment is installed: Provide a complete electrical design, including equipment specifications, a site plan, and an electrical branch circuit design, including load calculations. Include the compliance design for the accessibility requirements found in CBC 11 B-228.3 and CBC 11 B-812.5 Bicycle parking. Note on the plans that bicycle parking for projects shall comply with CGC Section 5.106.4. The specific details must be submitted and approved by the Planning Department. Low-emitting, fuel-efficient and carpool/van pool parking. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.106.5.2. The specific details for the parking must be submitted and approved by Planning Department. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. CARLSBAD PREy 2019-0098 June 7, 2019 28. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. 29. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 30. Waste reduction. Note on the plans that 100% of trees, stumps, rocks, and associated vegetation and soils primarily from the construction will be reused or recycled. CGC 5.408.3. 31. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. 32. Documentation. Note on the plans that a building Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.41 0.2.5.1. 33. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 34. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 35. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 36. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. 37. Environmental comfort. Note on the plans that wall and floor assemblies separating tenant spaces (and tenant spaces from public spaces) shall have an STC of at least 40. CGC Section 5.507.4.3. 38. Environmental comfort. Wall and roof assemblies exposed to noise sources shall have an STC rating of at least 50, with exterior windows having a minimum STC of 40 in the following locations, per CGC Section 5.507.4.1: Within the 65 CNEL noise contour of a freeway, railroad or industrial source, as determined by the jurisdiction's Noise Element of the General Plan. Within the 65 CNEL noise contour of an airport. C) Note on the plans whether or not this addition or tenant improvement is located within the areas listed above. 39. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1. 40. Outdoor water use. Note on the plans that for new water service (or additions/alterations with> 1,000 square feet of cumulative landscaped area), separate submeters or metering devices shall be installed for outdoor potable water use. Also, irrigation controllers and sensors shall be installed. CGC Sections 5304.2 and 5.304.3. CARLSBAD PREy 2019-0098 June 7, 2019 Outdoor water use. Note on the plans that a water budget shall be developed for landscape irrigation use that conforms to Section 5.304. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. Indoor water use. For building additions in excess of 50.000 sq. ft. show on the site utility plan separate sub-meters per CGC Section 5.303.1 for the following: (a) Each leased or owned space that consumes more than 100 gal/day (b) Tenant spaces containing laundry, cleaners, restaurant, medical/dental office, laboratory or beauty/barber shops. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall mounted) 0.125 gallons/flush Urinals (floor mounted) 0.5 gallons/flush Showerheads 1.8 gpm @ 80 psi Lavatory faucets-nonresidential 0.5 gpm @60 psi Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.2 gallons/cycle When a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 1.8 gpm, or the shower shall be designed so that only one head is on at a time. CGC 5.303.3.3.2. STRUCTURAL The following design loads shall be clearly indicated on the construction documents. (Section 1603.1): Floor live load. Uniformly distributed, concentrated, and impact live load, including any five load reductions used, should be indicated. Seismic design data. The following information should be provided. (Section 1603.1.5) Risk category Seismic importance factor, le Mapped spectral response accelerations Ss and Si Site Class Design spectral response coefficients SOS and SDI Seismic design category Basic seismic-force-resisting system(s) Design base shear Seismic response coefficient(s), CS Response modification factor(s), R Analysis procedure used. CARLSBAD PREV 2019-009S June 7, 2019 Please provide a copy of the project soils report to justify the assumptions on Sheet SI. Section 1803.5.11. MISCELLANEOUS Please see attached for the P/M/E items. The jurisdiction has contracted with EsGil, 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 ALl SADRE, S.E. at EsGil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen PLUMBING (2016 CALIFORNIA PLUMBING CODE) A drinking fountain is required per CPC 422.0. Please address. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 2. Describe the janitor's closet (existing) and the pressure environment. My concern is, if it has an exhaust fan (required) by CMC) that it may result in a negative pressure and, if the hanger side door is not tight fitting or louvered, then compliance with CEC 513.13.3(D) for electrical classification would be necessary. ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) . The electrical is fine as submitted. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. 4. CARLSBAD PREV 2019-0098 June 7, 2019 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE rxr aolq- oa& JURISDICTION: CARLSBAD PLAN CHECK#.: 1qtE2DI9O99. PREPARED BY: ALl SADRE, S.E. DATE: June 7, 2019 BUILDING ADDRESS: 2016 PALOMAR AIRPORT ROAD BUILDING OCCUPANCY: B/Si; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) 1.1. 12131 46.51 564,213 FLOOR INFILL 315 46.51 14,651 Air Conditioning 12446 6.47 80,526 Fire Sprinklers 12446 4.01 49,908 TOTAL VALUE 709,298 Jurisdiction Code 1CB 113y Ordinance 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee Type of Review: Q Complete Review o Structural Only Repetitive Fee Repeats Other Hourly d Hr. @ * EsGil Fee I $1,627.031 Comments: Sheet I of 1 14 Hmd inc. MECHANICAL AND PLUMBING DESIGN ENGINEERING RECEIVED JUL 012019 RflfOAMFI IRR lvi ro: ESGIL TTN: BUILDING DIVISiQ ROM: TOM HARINTON DATE: 6-24-19 PROJECT: CARLSBAD JET CENTER PLEASE NOTE THE FOLLOWING RESPONSE TO THE PLAN CHECK ITEMS DATED 6-7-19 NON RES GREEN BUILDING STDS THIS NOTE IS ALREADY ON THE PLANS. SEE NOTE #2 "2016 CA. GREEN BLDG STDS" ON M1.1 BY LANDSCAPE/ARCHITECT BY LANDSCAPE/ARCHITECT N/A WATER FIXTURE FLOW RATE TABLE HAS BEEN UPDATED WATER FIXTURE FLOW RATE TABLE HAS BEEN UPDATED PLUMBING SEE UPDATED PLUMBING PLANS MECHANICAL WE CHANGED THE MAKE UP AIR FOR THE EXHAUST AND ARE NOW BRING IT FROM A NEARBY FAN COIL UNIT. 27475 YNEZ RD #246 TEMECULA, CA 92591 N TEL: 858 435-4803 !I FAX: 858 435-4843 C'scloll4b olbleg .00WAJOK ENGINEERS, INC. 1080 PARK BOULEVARD, SUITE 714 • SAN DIEGO, CALIFORNIA 92101 858/453-7339 • FAX 619/237-1019 JUL 012019 CITy OF STRUCTURAL CALCULATIONS FOR MAGELLAN AVIATION BLDG. FLOOR ADDITION 2016 PALOMAR AIRPORT ROAD CARLSBAD, CA 92008 P& CLIENT: C') womm HOWARD ANDERSON ARCHITECTURE PROJECT NO.: 3180.107 tl,j &231O I t -sI9J/ C%c2o (4 ewolf6 MEMBER OF STRUCTURAL ENGINEERS ASSOCIATION OF CALIFORNIA MALEK ENGINEERS, INC. SAN DIEGO, CA. !JOB NO. SHEET NO. I OF 1 2- BY: . DATE: SUBJECT: tLt,J ,V,,1\oJ Fldoll 100110J 2.6 pi'z4h' /L fttZ f..r O O'32JPk( c. J9 2-o L,l ol fell- ,jrDrnilo njL niq Lo 0 2€' '' ... Zoo ar) 14,4)! S0 r &flrc jJj1 $cj o,J e FliF f3'niJ . 24' K/ 1 2' ( 4'i 49 = ô..1 950 fli !l4i.Mo ow fr IZ10 64" It, CP O375 ei' PA, r'a 0JQ11..0.213 + 'O5 Cie ik > L .tJk) fi a. 1 J1J ),I•2 (/ /,e - < , i? -5 90 t•/i4" 4•I rn 0, lip" 4. MALEK ENGINEERS, INC. SAN DIEGO, CA. JOB NO. SHEET NO. I OF 2- BY: v, DATE: 19/15 SUBJECT: C/hrc L)I ñ'r/ 24 oo i (t19 i 9S) 3 c_, i /,5. q ry • veep s e:-o W47 ic. HJJ4 .,..4 I4 , L. Hc& Iz' e:3 /-//i 4'l ((/q C-L. (j Ok_ GEOCON INCORPORATED GEOTECHNICA.L U ENVIRONMENTAL U MATERIALS Project No. G2395-52-01 May 9, 2019 Revised June 11, 2019 Palomar Airport Road 2206, LLC % TDA Investment Group, Inc. 2025 Pioneer Court San Mateo, California 94403 Attention: Mr. Byron M. Fox R!ECPVED JUL 012019 CITY OF CARLSBAD BUILDING DIVISION Subject: UPDATED SEISMIC DESIGN PARAMETERS CARLSBAD JET CENTER - McCLELLANPALOMAR AIRPORT CARLSBAD, CALIFORNIA References: 1. Geotechnical Investigation, Magellan Aviation Improvements, Palomar Airport, Carlsbad, California, prepared by Geocon Incorporated, dated October 12, 1999, revised June 23, 2005 :(Project no. 06383-22-01). 2. Structural Plans for: 2016 Palomar Airport Road, Carlsbad, California, prepared by Malek Engineers, Inc.,, reviewed May 8, 2019 (Number: 18.029). Dear Mr. Fox: In accordance with the request of Mr. James Honne, we prepared this letter to update the seismic design parameters for the proposed tenant improvements of the existing building at the subject site. We understand a new atrium is planned for the entrance to the existing 2-story office building utilizing existing foundations. New foundations are not currently planned for the proposed improvements. The geotechnical information presented herein is necessary to conform to the new 2016 California Building Code (CBC) design standards which were adopted by local agencies after January 1, 2016. The following criteria should be used in. design and construction of the project The recommendations presented in the referenced report remain applicable unless superseded herein. SEISMIC DESIGN CRITERIA We used the Structural Engineers Association of California (SEAOC) and Office of Statewide Health Planning and Development (OSHPD) web application Seismic Design Maps (https:llseismicmaps.org,) to evaluate site-specific seismic design parameters in accordance with the 2016 CBC/ASCE 7-10. Table 1 summarizes site-specific design criteria obtained from the 2016 California Building Code (CBC; Based on the 2015 International Building Code [IBCJ and ASCE 7-10), Chapter 16 Structural Design, Section 1613 Earthquake Loads. The short spectral response uses a period of 0.2 seconds. The values presented in Table 1 are for the risk-targeted maximum considered earthquake (MCER). Based on soil conditions, the building should be designed using a Site Class C. We evaluated the Site Class based on the discussion in Section 1613.3.2 of the 2016 CBC and Table 20.3-1 of ASCE 7-10. 6960 Flanders Drive • San Diego, California 92121.2974 • Telephone 858.558.6900 U Fax 858.558.6159 clac7allwolge, TABLE I 2016 CBC SEISMIC DESIGN PARAMETERS Parameter Value 2016 CBC Reference Site Class C Section 1613.3.2 MCER Ground Motion Spectral 1.075 g Figure 1613.3.1(1) Response Acceleration - Class B (short), Ss MCER Ground Motion Spectral 0.415g Figure 1613.3.1(2) Response Acceleration - Class B (1 sec), s1 Site Coefficient, FA 1.000 Table 1613.3.3(1) Site Coefficient, Fv 1.385 Table 16 13.3.3(2) Site Class Modified MCER Spectral 1.075 Section 1613.3.3 (Eqn 16-37) R Response Acceleration (short), SMS Site Class Modified MCER Spectral 0.575g Section 1613.3.3 (Eqn 16-38) Response Acceleration (1 sec), SMI 5% Damped Design Spectral Response Acceleration (short), SDS 0.717g Section 1613.3.4 (Eqn 16-39) 5% Damped Design Spectral Response Acceleration (1 sec), 01 O.383g Section 1613.3.4 (Eqn 16-40) Table 2 presents additional seismic design parameters for projects located in Seismic Design Categories of D through F in accordance with ASCE 7-10 for the mapped maximum considered geometric mean (MCE0). TABLE 2 2016 CBC SITE ACCELERATION PARAMETERS Parameter Value, Site Class D ASCE 7-10 Reference Mapped MCEG Peak Ground Acceleration, PGA 0.418g Figure 22-7 Site Coefficient, FPGA 1.000 Table 11.8-1 Site Class Modified MCEG Peak Ground Acceleration, PGAM 0.418g Section 11.8.3 (Eqn 11.8-1) Conformance to the criteria for seismic design does not constitute any guarantee or assurance that significant structural damage or ground failure will not occur in the event of a maximum level earthquake. The primary goal of seismic design is to protect life and not to avoid all damage, since such design may be economically prohibitive. SITE DRAINAGE AND MOISTURE PROTECTION Adequate site drainage is critical to reduce the potential for differential soil movement, erosion and subsurface seepage. Under no circumstances should water be allowed to pond adjacent to footings. The site should be graded and maintained such that surface drainage is directed away from structures in accordance with 2016 CBC 1804.4 or other applicable standards. In addition, surface drainage should be directed away from the top of slopes into swales or other controlled drainage devices. Roof -2- May9,2019 Project No. 02395-52-01 Revised June 11, 2019 911-110~~~~ Michael C. Ertwme CEG 2659 MCE:SFW:dmc (e-mail) Addressee (e-mail) The Horine Group Attention: Mr. James Horine Shawn Foy Weed GE 2714 and pavement drainage should be directed into conduits that carry runoff away from the proposed structure. Should you have questions regarding this correspondence, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED Project No. 02395-52-01 -3- May 9, 2019 Revised June 11, 2019 PERMIT REPORT city of Carlsbad Print Date: 02/27/2020 Permit No: PREV2019-0188 2016 Palomar Airport Rd, 100 BLDG-Permit Revision 2130201800 $0.00 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Work Class: Commercial Permit Revi Status: Closed - Finaled Lot #: Applied: 09/23/2019 Reference #: Issued: 10/21/2019 Construction Type PermitFinal 02/25/2020 Close Out: Bathrooms: Inspector: PYork Orig. Plan Check #: CBC2019-0286 Final Plan Check #: Inspection: MAGELLAN AVIATION: PLUMBING, MECHANICAL, ARCHITECTURAL AND STRUCTURAL CHANGES Owner: COUNTY OF SAN DIEGO Public Agency 858-694-2960 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BLDG PLAN CHECK FEE - $900.00 Total Fees: $ 935.00 Total Payments To Date: $ 935.00 Balance Due: $0.00 El Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov Page 1of 1 PLAN CHECK REVISION OR Development Services CrC.1ty of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check Number '(/W/ pZ,S Plan Revision Number Y4'v'6i 9 -o,p Project Address 40/ , Po-t*rt- -iJvPQvcX or' General Scope of Revision/Deferred Submittal: Z,-9i-2 d61 C6t'rL, 111,t3/ '-F 7 / cJ v7 ?,) 3 S- i-u -i A3 L1is F-vu1 CONTACT INFORMATION: NameJL Phone 7W -371Q -5Z-5Z--- Fax Address _/ ( V )9 1) 1AA1 Zip Email Address '/—OTZ--O0 1&t* e_c1M41L C..o)i Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: Ij. Plans Calculations D Soils D Energy LI Other 2. Describe revisions in detail 3. List page(s) where each revision is shown f2) 9 iiA , t71 7 & 1J1\ tA 1A LfA o t- v 1Z(i) 13 4Y) Ofl)YLt..- j r c m-, t, MWPY LA05 I 4411t- 4_a)i4 t.S _fri MI. 71) H 2 3 I-tiJ&'Sv F's. I Does this revision, in any way, alter the exterior of the project? E1 Yes No Does this revision add ANY new floor area(s)? I Yes I' No Does this revision affect any fire related issues? fl Yes R No Is this a k5Signatu Date 1635 Faraday Carlsbad, CA 92008 fj: 760-602- 27T9—€?: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov -... (City of Carlsbad SPECIAL INSPECTION AGREEMENT B-45 Development Services RVCF Building Division v 't65 Faraday Avenue oc 1 2Ot9 760-602-2719 www.carlsbadca.gov sBPD In accordance with Chapter 17 of the California Building Code the following must requires special inspection, structural observation and construction material test CBC20I9-0286 (REV._1) - PREV20I9-0188 Project/Permit: Project Address.. PALOMAR AIRPORT ROAD performed THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERIAUTHORPZED AGENT. Please check if you are Owner-Builder 0. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print) Steve Horine, Horine Group - rep. for 2006 Palomar Airport Road, LLC (First) (M.I.) (Last) Mailing Address: 2190 Carmel Valley Rd., Ste. F, Del Mar, CA 92014 Email: steve@horinegroup.com Phone: (858) 755-7890 I am: OProperty Owner RProperty Owner's Agent of Record DArchitect of Record DEngineer of Record State of California Registration Number: Expiration Date:__________________ AGREEMENT: I, the undersigned, declare under penalty of perjury 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 materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Digitally signed by Steve ____ (tüiL_. Horine tDati - 'bate: 2019.10.08 12:31:57 -07'OO' CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder I owner-builder. Contractor's Company Name:Howard Construction, Inc. Please check if you are Owner-Builder CI Name: (Please print) Jim Blackamore (First) (Last) Mailing Address: 27001 La Paz Road, Suite 324 Mission Vieio, CA 92691 Email:_jim©howardconst.com Phone: (949) 933-4794 State of California Contractor's License Number: CA 979705 Expiration Date: 12/31/2020 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 obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the 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. I will ,,rovide a final renort/letter in comollance with CBC Section 1704.1.2 orior to reauestina final inspection. (Jim, 8&4A NOW 10/312019 B-45 Page 1 of I Rev. 08/11 EsGil A SAFEbuitttornpany DATE: OCT. 171, 2019 U APPLICANT U JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0286 (REV.-1) - PREV2019-0188_ SET: II PROJECT ADDRESS: 2016 PALOMAR AIRPORT ROAD PROJECT NAME: TWO-STORY OFFICE T.I. & 2ND FLOOR INFILL* LIII 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 building 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. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. EII The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant coptact 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: Jose Telephone #: 760-310-5232 0EM 'e contacted:16-J'F1c,(by:7_J Email: baloro.bdsq mail. côm Mail TeIephon,.-1x In Person ARKS: In the sinj. stall restroom, on Sht. Al .0, dimension 18" clear strike edge distance for door #3, cent to the sink. Fig. 404.2.4.l (a). Applicant to slip sheet Revised Set II Plans into Revised Set I Plans at the City; rThe City Policy requires that their Special Inspection Agreement Form be completed, signed and returned for this project. - By: ALl SADRE, S.E. Enclosures: EsGil 10/14 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuittCompany DATE: OCT. 1, 2019 U APPLICANT U JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0286 (REV.— 1) - REV-20I90188_ SE? PROJECT ADDRESS: 2016 PALOMAR AIRPORT ROAD PROJECT NAME: TWO-STORY OFFICE T.I. & 2ND FLOOR INFILL* 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 building codes when minor deficiencies identified below are resolved and checked by building department staff. E 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: Jose Telephone #: 760-310-5232 Date contacted: (by: ) Email: baloro.bdsqmail.com Mail Telephone Fax In Person REMARKS: Miscellaneous plan revisions are under this permit. Selected sheets along with structural plans & calc's. are revised and resubmitted for review & approval. *original Scope: Complete office T.I. within existing vacant shell with P/M/E, new restrooms and infill floor to existing 2nd floor opening is under this permit. A similar project was approved under 2007 CBC; however, due to extensive code changes in the last decade & revisions to the original permit, this project is reviewed as new, not as a deferred submittal, as per applicant's request. By: ALl SADRE, S.E. Enclosures: EsGil 9/26 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576. CARLSBAD CBC2019-0286 (REV.-1) - PREV2019-0188 OCT. 11, 2019 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019- 0286 (REV.-1) - PREV2019-0188 PROJECT ADDRESS: 2016 PALOMAR AIRPORT ROAD DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 9/26 OCT. 1, 2019 REVIEWED BY: AL! SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. GENERAL Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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 EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring iWO corrected set of plans and calculations/reports to EsGil, 9320 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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2019-0286 (REV.-1) - PREV2019-0188 OCT. 1, 2019 Please indicate here if any changes have been made to the plans that are not a result of correctibns from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? U Yes U No STRUCTURAL The City Policy requires that their Special Inspection Agreement Form be completed, signed and returned for this project. [This Form is available at the building department]. Please indicate where details #6 & 7/S4 are cross referenced on the plans. Where is detail 1/SI.1, as called out on Sheet S3, under keynote #3? PLANS Please revise the floor plans to show compliance with the pedestrian ramp requirements as outlined below. PEDESTRIAN RAMPS Show that any path of travel with a slope 21:20 (5%) complies with pedestrian ramp requirements, per Section 11 B-402.2. The allowable slope for an accessible ramp is :5 1:12 (8.33%), Section 11 B-405.2. The allowable cross slope at pedestrian ramps shall be :5 1:50 per ft (2%), per Section 11 B-405.3. Note that ramp surfaces will be slip resistant. Section 11 B-302. 1. Ramps shall have a minimum width of 48", per Section 11 B-405.5. Show the required landings at the bottom of ramps, per Section 11 B-405.7: a. The bottom landing shall be ~72" in the direction of travel. Dimension this on plans. 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 B-405.7.5. Show handrails at each side of ramp(s) which are shown to be ~1 :20 (5%) in slope, per Section 11 B-505.2. Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 11 B-505.8 (i.e., no stucco). 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 (b)GJEE RAIL CARLSBAD CBC2019-0286 (REV.-1) - PREV2019-0188 OCT. 1, 2019 17. Show that handrails meet the following requirements, per Section 11 B-505: a. Extend ~12" beyond both the bottom of the ramp. Extensions of handrails shall be in the same direction of the ramp runs. Dimension this on the plans including Sheet A8.1. Where the ramp surface is not bounded by a wall, the ramp shall comply with one of the following requirements, per Section 11 B-405.9.2: a. A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or A wheel guide rail shall be provided that prevents the passage of a 4" sphere where the sphere is within 4" of the finish floor. Show details and references for this on the plans. 2' MIN. GJccPALDET#L. 2-11 1091W RB DESM 3?.a1 HIGH [Jr1 .I NIGH L;;nll IBEL GUIDE (c)VhftQ.W( THEE D1AGBAMSIUQSTRATE THE PECIFICREO(ENNTS OFThESE RGu AT CNS MOME Wfl ND9 cIILYASNI AID FOR 8NGAtøCONRUCTIOt. flGUREt17-1AMP1 AND 3iDEWALK$ MISCELLANEOUS Please see attached for the P/M/E items. The jurisdiction has contracted with EsGil, 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 ALl SADRE, S.E. at EsGil. Thank you. 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2019-0286 (REV.-1) - PREV2019-0188 OCT. 11, 2019 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: I PLUMBING (2016 CALIFORNIA PLUMBING CODE) Plumbing plan revisions comply with jurisdiction's standards MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) In the mechanical roof on sheet M2.3, please denoted the new exhaust fans with keynote #1. It appears xl of the new exhaust fan terminations are located within 3' of the rooftop hatch. The outside air inlet locations for several fan coils are inconsistent between the mechanical floor plan on sheet M2.2 and the mechanical roof on sheet M2.3 (i.e. the location of the outside air intake for FC-3.0-2C in the floor plan is right next to the exhaust fans yet in the roof plan the intake location has a 10' clearance from the exhaust fans). Please address. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2019-0286 (REV.-1) - PREV2019-0188 OCT. 19 2019 (DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019- 0286 (REV.-1) - PREV2019-0188 PREPARED BY: ALl SADRE, S.E. DATE: OCT. 1, 2019 BUILDING ADDRESS: 2016 PALOMAR AIRPORT ROAD BUILDING OCCUPANCY: B; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) PLAN REVISIONS Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ICB JBy Ordinance 11997 UBC Building Permit Fee I 1997 UBC Plan Check Fee Ld Type of Review: r Complete Review Structural Only I-' Repetitive Fee j r Other i Repeats Hourly EsGil Fee * Based on hourly rate I 61Hrs.@* 1 $120.00 I $720.001 Comments: Sheet I of 1 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 0414d4 ENGINEERS, INC. STRUCTURAL ENGINEERS I 1080 PARK BOULEVARD, SUITE 714 • SAN DIEGO, CALIFORNIA 92101 858/453-7339 • FAX 619/237-1019 STRUCTURAL CALCULATIONS FOR MAGELLAN AVIATION NEW FAN COIL ADDITION 2016 PALOMAR AIRPORT ROAD CARLSBAD, CA 92008 CLIENT: HOWARD ANDERSON ARCHITECTURE PROJECT NO.: 3180.107 'P.eva6Iq.-'01 Q, MEMBER OF STRUCTURAL ENGINEERS ASSOCIATION OF CALIFOR IA - 'tS SUBJECT .... .. ....... ...*..... JOBNO.:.SHEE 3I' I'7 bY H ............... z -c,j c Th17. ac . ,. ... ..". ....... .;............... . -* ... ... F' 4. *F'• F%. 14' . ... p - Ci1 ....... .L........ S LI MALEK ENGINEERS, INC. Project Title: You can change this area Engineer Project ID:, Project Descr: Pnnted:29 AUG 2019: 741 Om' ENERCA-1ENERCAIC Data Files r. INC.-19812019. Build:12.19.7.29 DESCRIPTION: Fan Coil Support Beam CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10- Material Properties Analysis Method: Allowable Strength Design - Fy : Steel Yield: 46.0 ksi - Beam Bracing: Completely Unbraced E: Modulus 29,000.0 ksi Bending Axis: Major Axis Bending Span =22.Oft Applied Loads Service loads entered. Load Factors will be applied for calcàlatiôns. Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load: D=0.150k@6.oft Point Load: D = 0.150k @ 16.0 It: DESIGN SUMMARY Section used for this span Ma: Applied Mn I Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.1107:1 HSS6x4x3I16 1.624k-ft - 15.150k-ft D Only 11.000 ft Span # 1 0.000 in Ratio= 0.000 in. Ratio= 0.312 in Ratio= 0.000 in Ratio= Section used for this span Va : Applied Vn/Oméga : Allowable Load Combination Location of maximum on span Span #where maximum occurs 0<360 0 <360 845 >=180 0 <180 HSS6x4x3116 0.2817 k 31.506 k D Only 0.000 ft Span #1 Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx MnxlOmega Cb Rm - Va Max Vnx Vnx!Omega DOnly - Dsgr,.L: 22.00 ft 1, 0.107 0.009 1.62 1.62 25.30 15.15 1.08 1.00 0.28 52.62 31.51 90.60D Dsgfl. I = 22.00 ft 1 0.064 0.005 0.97 0.97 25.30 15.15 1.08 1.00 0.17 52.62 31.51 Overall Maximum Deflections - Load Combination Span Max. "-' Dell Location in Span Load Combination Max. -i-' Dell Location in Span 0 Only 1 . 0.3123 11.063 0.0000 0,000 Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.282 0.282 Overall MiNimum 0.169 0.169 D Only 0.282 0.282 .0.601) 0.169 0.169 4 JOBNO NNE OF MEKLENGEERS,4Nc. L SNrDIEGO;tC4i :Liz: bet" 4 . BY f DATE WAN .64 ....... SUBJEcT ............ : : Ali .1 on .. ........... . .. .. . ..................................... ............. .4 .- S Foe a r . 77, =9 J J ML ?T,JfOMANJ C,aoj tit & i U1 its. WIT 1, ' w r r 4.tots i- oil 1 -11 tit 4. ç. -'' -4-oil On 4 .• . ...• •••• S.. ii: q3 e - 4. 4. "Aw WAY ''7.:j 7j7jr 4., S2 14U3 rWMI Min go. JJ 4. -. iaJr j ........ . .,................,,..w4.4..........4..'4....t44 Th444...4-4 '.#--.— L nor PJJii?& Saw WI -J s 5 7 4 4-4.4.............4.4.4.....C4• ................................ 4- . 1)3' fJL 1; mv 00 .;4--'- - -4-4-4-.-..'- 4 44 .4. ..4 -. •4..5.4. 5 . . ................ :. .0 s: ............5 . . 5 - 4. 4. . 4. - 4. 54- 4. 4.4. 5- Qf. .45 --5. br" .. ....C...;................................ ................. .....55 S ..s54.C.........s...4 - ; MALEK ENGINEERS, INC. Project Title: 4 YOu can change this area Engineer: / Project ID: Project Descr: Printed: 29 AUG 2019, 8:24PM I LeIJern DESCRIPTION: Roof Drain Pipe Support Beam CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE.7-10 Material Properties Analysis Method: Allowable Strength Design Fy : Steel Yield: 46.0 ksi Beam Bracing: Completely Unbraced E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Span = 22.0 it Applied Loads Service loads entered. Load Factors will be applied for calcãlations. Beam self weight calculated and added to loading Uniform Load: D = 0.050 kIlt, Tributary Width = 1.0 ft DESIGN SUMMARY maximum tienaing biress iatio = 0241: 1 maximum bnear biress Katio = u.u: 1 Section used for this span HSS6x4x3116 Section used for this span HSS6x4x3I16 Ma: Applied 3.749 k-ft Va : Applied 0.6817 k Mn!Omega : Allowable 15.150k-ft Vn/Omega : Allowable 31.506 k Load Combination D Only Load Combination 0 Only Location of maximum on span 11.000ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # '1 Span # where maximum occurs Span #1 Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio = 0(360 Max Upward Transient Deflection 0.000 in' Ratio = 0 <360 Max Downward Total Deflection 0.690 in Ratio = 383 >=180 Max Upward Total Deflection 0.000 in, Ratio = 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnxl0mega Cb Rm Va Max Vnx Vnxlomega DOnly Dsgn. L = .22.00 ft 1 0.247 0.022 3.75 3.75 25.30 15615 1.14 1.00 0.68 52.62 31.51 40.600 Dsgn.L= 122.00ft 1 0.148 .0.013 2.25 2.25 25.30 15.15 1.14 1.00 0.41 52.62 31.51 Overall Maximum Deflections Load Combination . Span Max. Dell Location in Span Load Combination Max. + Dell Location in Span DOnly 1 0.6899 11.063 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.682 0.682 Overall MINimum 0.409 0.409 D Only ' 0.682 0.682 0.60D 0.409 0.409 ATC 14rds by Location. Search informatiOn Address: 2016 PatâmarMrpo,t Rd. Carlsbad. CA92011.USA. Coordiflates: 33.1 262884-117.2815933 Elbvàtlon: ft Timcstainp: O194B-30T00:32277808Z Haiard.T,po: .SeiSrnic Reference 0dcuflioiit: PSCE710 RiskCategory: ii Site Class: 0 MCER Hórizontál Resooflse'Soectriirn Dèsiän HOrizontal Resborise -SOW Sa(g). - - - •....: 1. 1.00 6.80 1-7 6.20 0 2 4 6 8 Period(s) 0 2 4 6 8 PerIod (a) Basic Parameters Name Value Description Ss 1.074 MCEft ground motion (penod0 2s) Si 0.415 MCER ground motion (penodl Os) - Sis 115 Site-modified spectral acceleration value SMI 0.657 Site-modified spectral acceleration value Sis 0.767 Numeric seismic design value at 02s SA S1 O 438 Numeric seismic design value at 1 Os SA V. vAddutional Information Name Value Description SOC 0 Satiric design category F3 1 07 Site ampflficalion factor atO 28 F, 1 585 Site amplification factor at I Os CRs 0.987 Coefficient of risk (0.2i) CR1 1;021 Coefficient of risk (1-.0s) iZ PGA 0.417 MCE0 peak ground acceleration FO 1.063 Site amplification factor at PGA PGAM.0.452 Site modified peak ground acceleration - TL 8 Long period tronsition period (s) SsRT .1 .074 Probabilistic risk targeted ground motion (0 2s) SsUH 1.11, Factored uniform.hazard spectral acceleration (2% probability of eceedance in 50 years) $sD I.5. Factored deterministic acceleration value (0 2s) SIRT 0.415'Probabilistic risk targeted ground motion (1.0s) SIUH 0406 Factored unifonmhazai spectrai acceteratioa (2% probability of exceedance In 50 years) SID 06 Factored deterministic acceleration value (1 Os) 0.516'.Factored deterministic acceleration value (PGA3 2 'of' 8/29/2019 5 32 PM MALEK ENGINEERS, INc. JOB:NO. SHE.NO. OF SAN DIEGO, C. BY: DATE: .2// g. :SUBJECT: Wj.,J Pi,JC/i. t4'(r-i a-r CAW 1 T~rJJI'#J J/zni) 3o7..7c • i••* •4•• 5o, (r I 04 c (1Sf /2. ,,q , 4eqa'e.44Q 4&i PERMIT REPORT cdty of C arlsbad Print Date: 02/27/2020 Permit No: PREV2019-0214 Job Address: 2016 Palomar Airport Rd, 100 Perniit Type: BLDG-Permit Revision WorkClass: Commercial Permit Revi5 Status: Closed - Finaled Parcel No: 2130201800 Lot #: Applied: 10/21/2019 Valuation: $ 0.00 Reference #: Issued: 11/06/2619 Occupancy Group: Construction Type PermitFinal 02/25/2020 Close Out: # Dwelling Units: Bathrooms: Inspector: PYork Bedrooms: Orig. Plan Check #: CBC2019-0286 Final Plan Check #: Inspection: Project Title: Description: MAGELLAN AVIATION: REVISED LIGHTING AND ELECTRICAL PLANS Owner: COUNTY OF SAN DIEGO Public Agency 858-694-2960 FEE AMOUNT. BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BUILDING PERMIT FEE $375.00 Total Fees: $ 410.00 Total Payments To Date : $ 410.00 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1760-602-8560 f I www.carlsbadca.gov Page 1 of 1 City C nk Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 DeveIoment Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov PR~Vb I q Original Plan Check-Number ChUS 0 11 - 1'-. Plan Revision Number ____ Project Address 1,01 (41i P 4---O ,—& - v'.'V rn"-IT rL,g'fr General Scope of Revision/Deferred Submittal: t'411'L..& 3h2 \&i )'Z1 13) - LWo vixj 4 t °t'i r CONTACT INFORMATION: Q16 01O & Nam\&S% LO.S '(4iphone 7(o0 ' ')O--3z. Fax Address / $ D L.IJA'1 CiØ) ()h4Pfl1 Zip L A Email Address 14 U'O12- . 37 t'2--4M .4 L - Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Plans U Calculations U Soils fl Energy U Other 2. Describe revisions in detail 3. List page(s) where each revision is shown P t;4) $ •t. -17t pv. CAYu4 iD-1 5 -t) '4. O /44-i GO. o; p. o,O1 ;1,. Does this revision, in any way, alter the exterior of the project? U Yes LS'No Does this revision add ANY new floor area(s)? U Yes Er No Does this revision affect any fire related issues? U Yes No Is this a comDl2fesetL__I-es_--JZ1:INo Signature Date 1635 Faraday Avy arIsbad.CA 92008 fLy: 760-602- 2719 f: 760-602-8558 Email: building@carlsbadca.gov w.carIsbadca.gov 1.1 EsGil ASAFEbuittCompany DATE: OCT. 30, 2019 JURISDICTION: :CARt,SBAD U APPLICANT PLAN CHECK #.: CBC2019-0286 (REV.-2) - PREV2019-0214_ SET: I PROJECT ADDRESS: 2016 PALOMAR AIRPORT ROAD PROJECT NAME: TWO-STORY OFFICE T.I. & 2ND FLOOR INFILL* 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 building 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. 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. LII EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Jose Telephone #: 760-310-5232 Date contacted: 1frl(byvi,i) Email: baIoro.bdscg mail. com Mail Telephone Fax In Person REMARKS: *This permit: Miscellaneous plan revisions including changes to the lighting on architectural, electrical & 1-24 calc's. Sheets A4.0, A4.1, EO.02, EO.03, EO.04, E2.01, E2.02, E5.01, E5.02 & E9.01 are affected. *original Scope: Complete office T.I. within existing vacant shell with P/M/E, new restrooms and infihl floor to existing 2nd floor opening is under this permit. A similar project was approved under 2007 CBC; however, due to extensive code changes in the last decade & revisions to the original permit, this project is reviewed as new, not as a deferred submittal, as per applicant's request. By: ALl SADRE, S.E. Enclosures: EsGil 10/24 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2019-0286 (REV.-2) - PREV2019-0214 OCT. 30, 2019 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019- 0286 (REV.-2) - PREV2019-0214 PREPARED BY: ALl SADRE, S.E. DATE: OCT. 30, 2019 BUILDING ADDRESS: 2016 PALOMAR AIRPORT ROAD BUILDING OCCUPANCY: B; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) PLAN REVISIONS Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1CB }BY Ordinance 11997 UBC Building Permit Fee Li 11997 UBC Plan Check Fee Type of Review: r Complete Review r Structural Only r Other L 2.5iHrs.@* r Repetitive Fee Hourly I 300.001 [] $120.00 $ Repeats EsGil Fee _____ V * Based on hourly rate Comments: Sheet 1 o I 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576