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Home My WebLink About2858 LOKER AVE E; 200; CBC2019-0326; Permit(71city Of Carlsbad Commercial Permit Print Date: 11/18/2019 Permit No: CBC2019-0326 Job Address: 2858 Loker Ave E, 200 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2090832100 Lot #: Applied: 07/01/2019 Valuation: $2,967,105.45 Reference #: Issued: 08/09/2019 Occupancy Group: Construction Type: B, S-i Permit Finaled: # Dwelling Units: Bedrooms: Project Title: Description: NATIONAL TIRE WHOLESALE: 63,795 SF T.I. OFFICE/STORAGE TO OFFICE/STORAGE Bathrooms: Orig. Plan Check #: Plan Check #: Owner: QUATFRO PARTNERS LLC /1 DELNORTE FAR INC 1714 16Th St SANTA MONICA, CA 90404 Inspector: CRenf Final Inspection: 11/18/2019 11:27:39A BUILDING PERMIT FEE ($2000+) $7,450.32 BUILDING PLAN CHECK FEE (BLDG) $5,215.22 COMMUNITY FACILITIES DISTRICT (CFD) FEE - NON-RES $387.20 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $1,510.00 FIRE S Occupancies a 50,000sq. ft. TI $678.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $178.00 PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL . $304.00 PUBLIC FACILITIES FEES - inside CFD $1,096.19 SB1473 GREEN BUILDING STATE STANDARDS FEE $119.00 SEWER BENEFIT AREA FEES - G $310.80 SEWER CONNECTION FEE (General Capacity all areas) $403.20 STRONG MOTION-COMMERCIAL . $830.79 TRAFFIC IMPACT Commercial-Industrial w/in CFD $2,280.00 Total Fees: $20,937.72 Total Payments To Date: $20,937.72 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes,.nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov V- of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B2 Man Check Est. Value PC Deposit Date Job Address Lqe Suite:_2CC APN: 29 7-1 CgZ~ Tenant Name:WT CL6AL Cl/Project 8: Lot #:._______ Occupancy: TS 0 Construction Type: IL I P5 Fire Sprinklers: (& no Air Conditioning: eyno, BRIEF DESCRIPTION OF WORK: T Addition/New: New SF and Use, New SF and Use, Deck SF, ________ Patio Cover SF (not including flatwork) Tenant Improvement: 3T$F, Existing Use ?'SI Proposed Use P _' 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 Name: BL.f_ 14'Name: cA/ WI '4? Address: 1714-_%t0 Address: i1t4_lt'1 Tc2-I city: 5TA. t'lC( cA State:_CA Zip: 2 C404 City: 5AvfTA _'LCtCIr State: £A_Zip:_Cø40ô Phone: (310)14-0 5C)C> Phone: 0101 14_0 DOD Email: RUMU54 &_X-'_-?-4f4(m1 Email: _1UMLj - __T2)P4t6, t0W1 1T __ *-c_1rn1U/l wM1 DESIGN PROFESSIONAL CONTRACTOR BUSINESS 5 JL) cf12-VCTl0LW-- Name: yr xv!. I SCIA. Name: _ WI IRS a_Z4C.-. Address: _ ______ Address: Z4O1Wf-/¶OPs1) City: ______ _ ip:lty it)State:_C___A_Zip:_c2_009 Phone: _1t!• _44T1 Phone: 171,0)_'i - Email: 1i' cEmaIl: PI4IZRW.1( ___1%L1C(OM Architect State License: t_tkt State License: 10739'P Bus. License: 61_ V(OD41_- Pç &2-14 \F-) 02.-2017 (Sec. 7031.5 Business and Professions Code: Any City or County which requires apemilt to construct, alter, Improve, demolish or repair any structure, prior to Its issuance, also requires the applicant for such permit to file a signed ststementthat he/she Is licensed pursuant to the provisions of the C ntractoi's Ucnse Law fChapter 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 ($5001). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiidinlcarIsbadca.gov 8-2 Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of pe#ury llfL 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, forthe performance of the work which this permit Is Issued. have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, fo vance of the work for which this permit it Issued. My workers' compensation Insurance carrier and policy number are: Insurance Company Name: _ flV PoiicyNo.t)(o - ExpiratlonDate:_L/ L/Oit) 13 Certificate of Exemption: Icertlfy that lnthe perfo ework for Which this permit Is Issued, I shall not employ any person in any manner seas to be come subject to the workers' compensation Laws of arnie. WARN : Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and dvii fines up to 5100 . In Itlo to the cost of canlpsnsatioe, damages as provided for In Section 3706 of tire labor Code, Interest and aflorney's fees. CONTRACTOR SIGNA ~E- 'GENT DATE:___________ (OPTION B): OWNER-BUILDE RATION: I hereby affirm that lam exemptfrom Contractor's License Law for the following reason: Dl, as aw?bf4he properly or my en Ions wages as their sole compensation, will do the work and the structure Is not lnten4,pd'dl'ieredfor sale (Sec. 7044, Business anJirrofessions Code: The Contractor's License Law does not apply to an owner of property who builds or hnprpadreon, and who does such work himself or through his mhernpioyees, provided that such Improvements are not Intended or offered for sale. If, howeve,Pmd'uIIding or Improvement Is sold within one year of completion, the oviiib= ezcktdv* ve the burden of proving that he did not build or improve for thyrpe of sale). 4tractor's as owner of the property, am tctfng with licensed contractors to construct the prj ec.7044, Business and Professions Code: The License Law does not apply to an owno(pperty who builds or Improves thereo,,arircontracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -.. 0 lam exempt under Section BusIness and Prcfes1ions9dIf1or this reason: 1.1 personally plan to provide the major labor and materials for constticlrafthepr*posed property improvement. Dyes 0 No 2.l (have /have not) signed an application for a building permit f till proposed wo?k-..,, 3.1 have contracted with the following person (firm) to pro the proposed construction (1)Itk*da name address/ phone/ contractors' license number): 4.1 plan to provide portions of the work, bull have the following person to coordinate, sup and provide the major work (Include name I address/ phone! contractors' license number): 5.1 will provide some of the work, contracted (hired) the following persons to provide the work indica Include name/address/phone/type of work): OWNER SIGNAT : DAGENT ATE:_tJW)'21)% rizr UwtcLI I hereby affirm that there is a construction lending agency for the performance of the work this permit Is Issued (Sec. 3097 (I) Cvii 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 business plan, acutely hazardous materials reglstrltloQf9rm or risk management and prevention program under Sections 25505,25533 cr25534 of the Presley-Tanner Hazardous Substance Account Act? DYes ANO Is the applicant or future building occupant required to obtain a permit from the air pollution control ifrict or air quality management district? C Yes Is the facility to be constructed within 1,000 feet of the outer boundary of school site? 0 PILNO IF ANY OF THE ANSWERS ARE YES, AFINAL CERTiFICATE Of OCCUPANCY MAY NOT BE ISSUED UNL(S5 THE APPUCANT HAS METOR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have reed 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. Ihereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for Inspection purposes. iAISO AGREETO SAVE INDEMNIFYAND KEEP HARMLESS THE aWOF CAR SBAD AGAIN5TALLUAWLITIES JUDGMENTS, COSTSAND DCPENSES WHICH MAY IN ANY WAYACCRUEAGNN TSAIDa YIN CONSEQUENCE OF THE GRANTING OP ThIS PERMrn0sHkAn OSHA permnitIs required for excavations over 5'O deep and demolition or construction of structures cver3 stories In height EXPIRATION: Every permit Issued by the Building OffIciaiunderthe provisions of this Code shall expire bylimitation and become null and void if the building or work authorized by such permit isnot commenced within lgOdawfrom the date of such permltorlfthe building or work authorized by rich permit ls suspended or abandoned at any time after the work is commenced fore period el ys (Section 106.4.4 Uniform Building Code). APPUCANT SIGNATURE: DATE: ,J2O)21i D1 W1\f 1635 Faraday Ave Carlsbad, CA 92 08 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuuIdinEcarIsbadca.gov 1635 Faraday Ave Carlsbad, CA 9A2O8 B-2 Page 2of2 Rev. 06118 Permit Type: BLDG-Commercial Application Date: 07/01/2019 Owner: QUATTRO PARTNERS LLC II DELNORTE FARMS INC Work Class: Tenant Improvement Issue Date: 08/09/2019 Subdivision: CARLSBAD TCT#74-21 Status: Closed - Finaled Expiration Date: 04/20/2020 Address: 2858 Loker Avee 200 Carlsbad, CA 92010-6673 IVR Number: 20102 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspectuon Complete 1011812019 10118/2019 BLDG-34 Rough 108022-2019 Cancelled Chris Renfro Reinspection Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency No 1012112019 1012112019 BLDG-86T-Bar, 108139.2019 Passed Chris Renfro Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers BLDG-Electric Meter 108140-2019 Passed Chris Renfro Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 1111812019 1111812019 BLDG-Final 111105.2019 Passed Chris Renfro Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes BLDG-Fire Final 107019-2019 Scheduled Felix Salcedo Incomplete Checklist Item COMMENTS Passed FIRE- Building Final No November 18, 2019 Page 2 of 2 Permit Type: BLDG-Commercial Application Date: 07/01/2019 Owner: QUATTRO PARTNERS LLC II DELNORTE FARMS INC Work Class: Tenant Improvement Issue Date: 08/09/2019 Subdivision: CARLSBAD TCT#74-21 Status: Closed - Finaled Expiration Date: 04/20/2020 Address: 2858 Loker Avee 200 Carlsbad, CA 92010-6673 lVR Number: 20102 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 08/23/2019 08/2312019 BLDG-14 101823-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency BLDG-81 101822-2019 Underground Combo(11,12,21,31) Checklist Item BLDG-Building Deficiency BLDG-12 Steel-Bond Beam BLDG-21 Underground-Underfloor Plumbing BLDG-31 Underground-Conduit Wiring 08127/2019 08/27/2019 BLDG-21 102317-2019 UndergroundlUnderf loor Plumbing Checklist Item Cancelled Chris Renfro COMMENTS Wrong code Partial Pass Chris Renfro COMMENTS See card. Underground waste and sewer connection for future restrooms and lift station waste pump Partial Pass Michael Collins COMMENTS Reinspection Complete Passed No Reinspection Incomplete Passed Yes Yes Yes Yes Reinspection Incomplete Passed BLDG-Building Deficiency Lift station only Yes BLDG-84 Rough 102183-2019 Failed Michael Collins Reinspection Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 09/10/2019 09110/2019 BLDG-14 103568-2019 Partial Pass Chris Renfro Reinspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass on rough framing of office Yes demising wall. Insulation and Pookie OK. OK to drywall down to T-Bar height 09119/2019 09/1912019 BLDG-17 Interior 104658-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass; Yes 09/24/2019 09/2412019 BLDG-17 Interior 105114-2019 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes November 18, 2019 Page 1 of 2 Phone: _DUO tPO (city of Carlsbad SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following mist be cmpIted when work being performed requires special inspection, structural observation and construction matrial testiig. Project/Permit: Project Address: L4QY Att A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder I. (If you checked as owner-builder you must also complete Section B of this agreement.) If . Lc4 Name: (Please print) MYC (First) _ (Ml.) - (Last) - I am: UProperty Owner 'Eroperty Owner's Agent of Record UArchitect of Record uEngineer of Record State of California Registration Num 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, constriLction m te e ing and off-site fabrication of building components, as prescribed in the statement of special inspecti s 27aP ns and, as required by the California Building1 ode. Signature: _•-_/_1€' Date: B. CONTRACTOR'S STAtE1ENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder / owner-builder. Contractor's Company Name: ItV(il11_COIvJ ?XVC rzo'( Please check if you are Owner-Builder Name: (Please print) M116 j - Lcvr.cr (First) (MI.) (Last) Mailing Address: 257 t 6AQTVAy 0 -cAL21o1 Cu - 92009 Email: MII Qwwri-cci''fiiWc 7?01\1 (&C(O 1t Phone: 6rf9 I50719 State of California Contractor's License Number: 1023 Expiration Date: 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 d)tribution of the reports; and I certify that I will have iJifiçd person within our (the contractor's) organization to exercise such control. I will orovkle finaPfànort/fetterin compliance with CBC Section1704.1.2 prior to requesting final 11n, s 17rxTh 40LA%52 W, M - Signature _17LfAIJ Ii B-45 Page 1 of 1 Rev. 08/11 RECORD Copy City of Carlsbad Oro 4) fi nn 420 Gunipa.. Raad • 041sna1d •CA•954 NSI NARBETH STRUCTURAL INSPECTION Ijosta I 09/07/19 AuthorIzed AO coo 0 CCONCETE C P CNCE? 0 FOVORMUMOMW Q CASS40IY El Z} °' Epoxy VS OOtflON 2858 Loker Ave East, Carlsbad I CBCA2019-0326 [RAN I OWNMORPMECTNME GXWWW NTW SCA co.ái Struct. Steel j8TTW a l GSSI White Construction Inc A500 Gr. B. A36, E711-8 electrode ucR SCW LV. VV V V - V Simpson SET-XP, lot#i 000046357, Exp.6/23/21 I.1. &ING &lIIN0OO1R. tMMPIES TION WWLW - LoccHc, rA?E$ E pOO4*iS,Erc. ITC ti'in , 9/7. 4hrs V Observation of field Welding and epoxy anchoring Wall openings steel frame reinforcing Grid Ni -2.5 (4) locations/Frames, HSS 4x3x1/4" columns and beams Beam column fillets bottom, _to_ _welded _connections, _1/4"_ _tog _&_ _full _pen Sides. Details 3/S:002. Column and beam to wall anchoring. 1!2" threaded rod 3" embed into (E) concrete wall. 24" 0/c @ columns and 18" o/c at beams. Detail 2.31S-002. V V Base plate anchors, (2) 1/2" threaded rod anchors at Each base plate 3" embed into (E) concrete footing Detail 2/S-002. - Holes drilled with 5/8" carbide bit, blown out and brushed clean, Installed per ICC/ESR 2508 V V Certified -Randy - FCAW _Welder_Johnson ThIS REPORT bOES NOT REliEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPECIFICATIONS AND ALL APPUCAELI CODES. yWA9INACCOI*Nø Nick Narbeth-4 ø' WRHIMMLIMMUM OWEAPffiPI 0R U EUa.CULINecO0E. 09 07119 _5220351 ICC WHTtE - NSI CANARV- CMa PINK- jIIgOMcEI FFax+19496234711 ER14 11920 Main Street e: +1 949 623 4700 Suite300 I rvine, CA92614 .com July 19, 2019 Mr. Robert Lumley BLT Enterprises 1714 16th Street Santa Monica, CA 90404 rlumley@blt-enterprises.com Subject: Asbestos Building Inspection Dear Mr. Lumley: Environmental Resource Management (ERM) is pleased to provide BLT Enterprises with the results of the asbestos building inspection performed of a 1,500 square-foot renovation area within the building located at 2858 Loker Avenue East in Catisbad, California. All samples collected and analyzed were non-detect for asbestos. The report summarizes the materials, location and condition of each of the sampled materials. Thank you for the opportunity. ERM looks forward to working with you on future projects. If you have any questions, or require additional information, please contact me at 714.920.6266 or Steve Williams at 949.294.0835. Yours sincerely dp fwffllm~ Estrada Steve Williams pal Consultant Partner JEISW/pm eCopnight 2019 by ERM Worldwide Group Umited and/or its affiliates (ERM). All Rights Reserved. No part of this work may be reproduced or transmitted in any form or by any means, without prior written permission of ERM. QBQ(511 1w OU INDUSTRIAL HYGIENE Environmental Resources Management Limited Asbestos Building Inspection 2858 Loker Avenue Prepared For: 1920 Main Street, Suite 300 Irvine, California 92614 Prepared By: Aurora Industrial Hygiene San Diego, CA Prepared By: 3 Date: July 18, 2019 Karen G. Shockley, CIH, CAC 9666 Businesspark Avenue, Suite 102° San Diego, CA 92131° (619) 276-5901 ° Fax (619) 276-5904 TABLE OF CONTENTS USEOF TifiS REPORT.............................................................................................................................................3 1.0 Introduction .....................................................................................................................................................4 2.0 Sampling Methodology....................................................................................................................................5 AsbestosSampling ....................................................................................................................................................5 3.0 Data - Laboratory Results..............................................................................................................................6 Table1. Bulk Asbestos Sampling Results.........................................................................................................6 4.0 Discussion and Recommendations .................................................................................................................9 AsbestosSampling Discussion..................................................................................................................................9 Limitations.................................................................................................................................................................10 Appendix One — Photographs ................................................................................................................................... 11 Appendix Two - Sample Locations..........................................................................................................................18 Appendix Three - Laboratory Report of Analysis and Chain of Custody...........................................................20 Appendix Four - Asbestos Inspector Certification.................................................................................................30 ERM— 2858 Loker Avenue - Page 2 Limited Asbestos Inspection July 2019 USE OF THIS REPORT This report is intended to provide an understanding of the potential hazards that the property evaluated in this report may pose to human health due to asbestos-containing building materials. This report is based primarily upon data and information obtained during a single site visit by Aurora Industrial Hygiene, Inc. (Aurora) to the property identified herein on July 15, 2019 and is based solely upon the condition of the property on the date of such assessment. Aurora has performed the work, made the findings, and proposed recommendations described in this report in accordance with generally accepted industrial hygiene and environmental science practices for asbestos environmental assessments in effect in California at the time the work was performed. This warranty stands in lieu of all other warranties, expressed or implied. While this report can be used as a guide by the client, it must be understood that changing circumstances in the environment and in property usage can alter radically the conclusions and information contained in this report. ERM— 2858 Loker Avenue Page 3 Limited Asbestos Inspection July 2019 1.0 Introduction This report documents the findings from asbestos bulk sampling conducted by Aurora in the first floor renovation area in the northwest corner of the building. The purpose of the survey was to determine the presence of asbestos on the accessible building components being impacted during the upcoming renovation project, as described by Matt Worthington, ERM. Mr. Shockley was asked to collect bulk samples of any accessible suspect asbestos-containing materials that may be impacted during the project. Mr. Shockley collected samples from several suspect materials throughout the area being renovated. A complete building asbestos building inspection was not conducted. This inspection was limited to the materials being impacted during the pending renovation. Rick Shockley, a California Certified Asbestos Consultant (#15-5581), visited the site on July 15, 2019. All work was completed under the supervision of Certified Industrial Hygienist Karen Shockley (Cifi #6766, also Certified Asbestos Consultant (#97-2146)). The building is located at 2858 Loker Avenue in Carlsbad, California. The building is owned by BLT Enterprises, 1714 16th Street, Santa Monica, CA 90404. Robert Lumley can be reached at (310) 314-0800. None of the materials sampled were found to contain asbestos. The following materials were not sampled and should be presumed to contain asbestos: I Any suspect hidden materials (i.e. behind walls, in any crawl spaces, etc.). Prior to renovation or demolition activities, ACM and ACCM that may be disturbed should be removed by a California certified asbestos removal contractor. ERM— 2858 Loker Avenue Page 4 Limited Asbestos Inspection July 2019 2.0 Sampling Methodology Asbestos Sampling On July 15, 2019, Mr. Shockley collected 21 bulk samples of building materials, several of which was separated into multiple samples at the laboratory (e.g. layers of drywall materials, roofing layers, floor tile and mastic, vinyl baseboard and mastic). Samples were analyzed by polarized light microscopy (PLM) at EMLab P&K. EMLab P & K is an EPA accredited laboratory located at 8304 Clairemont Mesa Boulevard, Suite 103, San Diego, CA, 92123, (866) 465-6653. Samples approximately one cubic centimeter (cc) in size were obtained using appropriate sampling equipment. The sampling area was misted with water to minimize the potential for the release of airborne fibers. Collected samples were placed in sealed plastic bags and labeled. The samples were transported under chain of custody to EMLab by Mr. Shockley. ERM— 2858 Loker Avenue Page 5 Limited Asbestos Inspection July 2019 3.0 Data -Laboratory Results Table 1 summarizes the laboratory results from the asbestos bulk sampling. Photographs of sampled materials are included in Appendix One. Sample location diagrams are included in Appendix Two. Laboratory reports of analysis and chains of custody are included in Appendix Three. Table 1. Bulk Asbestos Sampling Results Sample # Sample Location III!.E1I.]IL.11 Cond' Asbestos Content I I Roofing None detected DRA fl74 Al A Near HVAC unit in material/shingle FIVIU V northwest corner of the roof Roofing tar and felt None detected ERM-0715-02A Near HVAC unit in roof Penetration mastic G None detected northwest comer of the Drywall None detected ERM-0715-03A Conference room G Joint compound None detected Drywall None detected ERM-0715-03B Lunchroom G Joint compound None detected Drywall None detected ERM-0715-03C North office G Joint compound None detected Vinyl sheet flooring None detected ERM-0715-04A Women's restroom G Associated mastic None detected Vinyl sheet flooring None detected Associated mastic None detected ERM-0715-04B Men's restroom G Leveling compound None detected ERM-0715-04C Men's restroom Vinyl sheet flooring G None detected = Good condition. D = Damaged condition with damage to less than 10% (distributed) or 25% (localized) of the surface area. SD = Significantly damaged condition with damage to greater than 10% (distributed) or 25% (localized) of the surface area. ERlvf— 2858 Loker Avenue Page 6 Limited Asbestos Inspection July 2019 Sample # Sample Location x*iiiMk.i. Cond' Asbestos Content I I I Associated mastic None detected Leveling compound None detected ERM-0715-05A Lunchroom Floor tile G None detected Associated mastic None detected ERM-0715-05B Supply room Floor tile G None detected Associated mastic None detected ERM-0715-05C Phone room Floor tile G None detected Associated mastic None detected ERM-0715-06A East side of offices Drywall G None detected Joint compound None detected Tape None detected ERM-0715-06B Southeast corner of offices Drywall G None detected Joint compound None detected Tape None detected ERM-0715-06C South side of offices Drywall G None detected Joint compound None detected ERM-0715-07A Conference room Vinyl baseboard G None detected Associated mastic None detected White texture None detected ERM-0715-08A Lunchroom Vinyl baseboard G None detected Associated mastic None detected White texture None detected ERM-0715-09A Lunchroom Sink coating G None detected ERM-0715-IOA Hallway Carpet mastic G None detected ERM— 2858 Loker Avenue Page 7 Limited Asbestos Inspection July 2019 Sample # Sample Location Ii*isiiMheii Cond' Asbestos Content ERM-0715-1:IA I Hallway Ceiling tile G I None detected Vinyl wall panels None detected ERM-0715-12A Women's restroom G Associated mastic None detected Vinyl wall panels None detected ERM-0715-13B Men's restroom G Associated mastic None detected ERM— 2858 Loker Avenue Page 8 Limited Asbestos Inspection July 2019 4.0 Discussion and Recommendations Asbestos Sampling Discussion The Environmental Protection Agency (EPA) defines asbestos-containing material (ACM) as containing asbestos in an amount greater than 1%. In the State of California, the California Occupational Safety and Health Administration (Cal/OSHA) has determined that building materials containing asbestos at "trace" levels can still pose a health risk. Cal/OSHA has very stringent requirements regarding asbestos-containing construction materials (ACCM, defined as 0.1% or greater) and it is a property owner's overall responsibility to ensure that all work involving the disturbance or removal of asbestos is conducted in such a manner as to ensure that employees and occupants are not exposed. The use of a registered asbestos removal contractor is required when removing more than 100 feet of ACCM (>0.1%). In addition, a property owner has the responsibility for ensuring that occupants are informed and that the ACM and ACCM is maintained in good condition. Custodial or maintenance staff must be trained regarding proper handling of the material as part of an ongoing operations and maintenance program. Prior to demolition or remodeling activities, asbestos-containing building materials which may be damaged and become friable must be removed from the building by a licensed asbestos removal contractor and transferred to a waste facility that will accept asbestos waste. A California registered asbestos removal contractor should be utilized for the removal work and proper removal methodology as outlined in Cal/OSHA 8CCR1529, and all other applicable federal, state, and local regulations regarding the removal, transport and disposal of ACM should be applied. None of the materials sampled were found to contain asbestos. The following materials were not sampled and should be presumed to contain asbestos: I Any suspect hidden materials (i.e. above ceiling tile, behind walls, in any crawl spaces, etc.). Prior to renovation or demolition activities, ACM and ACCM that may be disturbed should be removed by a California certified asbestos removal contractor. ERM— 2858 Loker Avenue - Page 9 Limited Asbestos Inspection July 2019 Limitations A complete building asbestos building inspection was not conducted. This inspection was limited to the materials being impacted during the renovation to the building of approximately 1500 square feet in the northwest corner and as described by Matt Worthington, ERM. The data and observations collected during this work have been gathered to provide the Client with information pertaining to the areas of the subject property identified in this report. Although Aurora believes that the findings and conclusions provided in this report are reasonable, the assessment is limited to the conditions observed and to the information available at the time of the work. Due to the nature of the work, there is a possibility that conditions may exist which could not be identified within the scope of the assessment or which were not apparent at the time of our site work. The assessment is also limited to information available from the client at the time it was conducted. It is also possible that the testing methods employed at the time of the report may later be superseded by other methods. Aurora does not accept responsibility for changes in the state of the art. We hope that this information is helpful. Please feel free to contact us at (619) 276-5901 if you have any questions. ERM— 2858 Loker Avenue Page 10 Limited Asbestos Inspection July 2019 -; jp- - rr7b Palomar Airport Road LI "in 'I - .'cs iE.Q' --7' •' * \ ' * — • r k West San Marcos Road - -. -( - :.- - - - \ •: -- - Google Earth \ * V -S rpa 1Z South Melrose Drive Loker Avenue Palomar Airport Road 858Loker Ave E _.1. ••.- S ,- •1 T1 1 r 'S I - . - - - - --.---. 'cibg1eEarth--"- Photo Three: Close-up photo of 2858 Loker Avenue. The white square indicates the location of the offices that were sampled in the northwest corner of the building. The arrow points to the location of the roof mounted HVAC unit where the roof samples were collected. ERM— 2858 Loker Avenue Page 13 Limited Asbestos Inspection July 2019 Photo Four - Sampling area near the roof mounted HVAC unit near the northwest corner of the building. None of the samples were found to contain asbestos. ERJvf-2858LokerAvenue Page 14 Limited Asbestos Inspection July 2019 Photo Five - Office area in the northwest corner of the building that was sampled. None of the samples were tbund to contain asbestos. ERM— 2858 Loker Avenue Page 15 Limited Asbestos Inspection July 2019 Photo Six - The vinyl sheet flooring and vinyl wall panels in the men's resiroom that were sampled. None ot the samples were found to contain asbestos. ERM— 2858 Loker Avenue Page 16 Limited Asbestos Inspection July 2019 t North Appendix Two - Sample Locations Asbestos Bulk Sample Locations (Not to Scale) 2858 Loker Avenue ER/vt— 2858 Loker Avenue Page 18 Limited Asbestos Inspection July 2019 Northwest Corner of 2858 Loker Avenue I ERM-0715-03C I I ERM-0715-03B I PPwk ru ERM-0715-08A ERM-0715-09A U I ERM-0715-05A I ERM-0715-06A I ERM-0715-11A I I ERM-0715-05C I I ERM-0715-10A I I ERM-0715-05B I I ERM-0715-12A I I ER.M-0715-03A & 07A I I ERM-0715-04A I I ERM-0715-04B I ERM-0715-13A I ERM-0715-06.B I ERM-0715-06C I ERM-0715-04C I North ERM— 2858 Loker Avenue Page 19 Limited Asbestos Inspection July 2019 Appendix Three - Laboratory Report ofAnalysis and Chain of Custody ERM— 2858 Loker Avenue Page 20 Limited Asbestos Inspection July 2019 EM Lab P&K A TestAmerica Company Report for: Ms. Karen Shockley Aurora Industrial Hygiene, Inc. 9666 Businesspark Ave, Suite 102 San Diego, CA 92131 Regarding: Project: 58089-ERM-2858 Loker Ave; Asb. sampling EML ID: 2204981 Approved by: Dates of Analysis: Asbestos PLM: 07-17-2019 Approved Signatory Danny Li Service SOPs: Asbestos PLM (EPA 40CFR App E to Sub E of Part 763 & EPA METHOD 600/R-93-116, SOP EM-AS-S-11 267) All samples were received in acceptable condition unless noted in the Report Comments portion in the body of the report. The results relate only to the samples as received. The results include an inherent uncertainty of measurement associated with estimating percentages by polarized light microscopy. Measurement uncertainty data for sample results with >1% asbestos concentration can be provided when requested. EMLab P&K (the Company") shall have no liability to the client or the client's customer with respect to decisions or recommendations made, actions taken or courses of conduct implemented by either the client or the client's customer as a result of or based upon the Test Results. In no event shall the Company be liable to the client with respect to the Test Results except for the Company s own willful mis co nduct or gross negligence no shall the Company be liable for incidental or consequential damages or lost profits or revenues to the fullest extent such liability may be disclaimed by law, even if the Company has been advised of the possibility of such damages, lost profits or lost revenues. In no event shall the Company's liability with respect to the Test Results exceed the amount paid to the Company by the client therefor. EMLab P&K, LLC EMLab ID: 2204981, Page 1 of 7 EMLab P&K 17461 Derian Ave, Suite 100, Irvine, CA 92614 (866) 888-6653 Fax (623) 780-7695 www.emlab.com Client: Aurora Industrial Hygiene, Inc. Date of Sampling: 07-15-2019 CIO: Ms. Karen Shockley Date of Receipt: 07-15-2019 Re: 58089-ERM-2858 Loker Ave; Asb. sampling Date of Report: 07-17-2019 ASBESTOS PLM REPORT Total Samples Submitted: 21 Total Samples Analyzed: 21 Total Samples with Layer Asbestos Content> 1%: 0 Location: ERM-0715-01A. Layered roofing Lab ID-VersionS: 10478153-1 Sample Layers Asbestos Content Black Roofing Shingle with White Pebbles ND Black Roofing Shingle with White Pebbles ND Black Roofing Tar and Felt ND Black Roofing Tar and Felt ND Black Roofing Tar and Felt ND Composite Non-Asbestos Content: 25% Cellulose 10% Glass Fibers Sample Composite Homogeneity: I Poor Lnrsatinn ERM-0715-02A. Roof mastic Lab ID-Versiont: 10478154-1 Sample Layers Asbestos Content Black Roofing Mastic ND Sample Composite Homogeneity: Moderate Location: ERM-0715-03A. Drywall & joint compound Lab ID-Versionf: 10478155-1 Sample Layers - Asbestos Content White Joint Compound with Paint ND White Drywall ND Sample Composite Homogeneity: Moderate Location: ERM-0715-03B. Drywall & joint compound Lab ID-Versiont: 10478156-1 Sample Layers - Asbestos Content White Joint Compound with Paint ND White Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose Sample Composite Homogeneity: I Moderate The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by any agency of the federal government. EMLab P&K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. t A 'Version" indicated by -'x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x". EMLab P&K, LLC EMLab ID: 2204981, Page 2 of 7 Client: Aurora Industrial Hygiene, Inc. C/O: Ms. Karen Shockley Re: 58089-ERM-2858 Loker Ave; Asb. sampling ASBESTOS PLM REPORT Im2tinn! Drywall & mint comnound EMLab P&K 17461 Derian Ave, Suite 100, Irvine, CA 92614 (866) 888-6653 Fax (623) 780-7695 www.em1ab.com Date of Sampling: 07-15-2019 Date of Receipt: 07-15-2019 Date of Report: 07-17-2019 Lab ID-Versiont: 10478157-1 Sample Layers Asbestos Content White Joint Compound ND Cream Tape ND White Joint Compound ND White Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose Sample Composite Homogeneity: Moderate The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by any agency of the federal government. EMLab P&K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. I A "Version' indicated by -"x' after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x'. EMLab P&K, LLC EMLab 111 2204981, Page 3 of 7 EMLab P&K 17461 Derian Ave, Suite 100, Irvine, CA 92614 (866) 888-6653 Fax (623) 780-7695 www.emlab.com Client: Aurora Industrial Hygiene, Inc. Date of Sampling: 07-15-2019 C/O: Ms. Karen Shockley Date of Receipt: 07-15-2019 Re: 58089-ERM-2858 Loker Ave; Asb. sampling Date of Report: 07-17-2019 ASBESTOS PLM REPORT Location: ERM.0715-04A. Vinyl/sheet floorina & mastic Lab ID-Versiont: 10478158-1 Sample Layers Asbestos Content Beige Sheet flooring with Fibrous Backing ND Yellow Mastic ND Composite Non-Asbestos Content: 25% Cellulose 10% Glass Fibers Sample Composite Homogeneity: I Moderate Location' ERM-0715-04B. Vinyl/sheet flooring & mastic Lab ID-Versiont: 10478159-1 Sample Layers Asbestos Content Beige Sheet flooring with Fibrous Backing ND Yellow Mastic ND Gray Leveling Compound ND Composite Non-Asbestos Content: 25% Cellulose 10% Glass Fibers Sample Composite Homogeneity: I Moderate Location: ERM..0715-04C. Vinyl/sheet floorina & mastic Lab ID-Versiont: 10478160-1 Sample Layers Asbestos Content Beige Sheet Flooring with Fibrous Backing ND Yellow Mastic ND Gray Leveling Compound ND Composite Non-Asbestos Content: 25% Cellulose 10% Glass Fibers Sample Composite Homogeneity: Moderate Location: ERM-0715-05A. Floor tile & mastic Lab ]D-Versioi4: 10478161-1 Sample Layers Asbestos Content Off-White floor Tile ND Light Brown Mastic ND Sample Composite Homogeneity: Moderate The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by any agency of the federal government. EMLab P&K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. t A "Version" indicated by -'x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x". EMLab P&K, LLC EMLab ID: 2204981, Page 4 of 7 Client: Aurora Industrial Hygiene, Inc. C/O: Ms. Karen Shockley Re: 58089-ERM-2858 Loker Ave; Asb. sampling ASBESTOS PLM REPORT Location: ERM-0715-05B, Floor tile & mastic EMLab P&K 17461 Derian Ave, Suite 100, Irvine, CA 92614 (866) 888-6653 Fax (623) 780-7695 www.em1ab.com Date of Sampling: 07-15-2019 Date of Receipt: 07-15-2019 Date of Report: 07-17-2019 Lab ID-Version*: 10478162-1 Sample Layers Asbestos Content Off-White Floor Tile ND Light Brown Mastic ND Sample Composite Homogeneity: Moderate Location: ERM-0715-05C, Floor tile & mastic Lab JD-Versioz4: 10478163-1 Sample Layers Asbestos Content Off-White Floor Tile ND Light Brown Mastic ND Sample Composite Homogeneity: Moderate Location: ERM-0715-06A, Drywall & joint compound Lab ID-Versioi4: 10478164.1 Sample Layers - Asbestos Content White Joint Compound ND Cream Tape ND White Joint Compound ND White Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose Sample Composite Homogeneity: I Moderate Location: ERM-0715-06B. Drywall & joint compound Lab ID-Version*: 10479165-1 Sample Layers - Asbestos Content White Joint Compound ND Cream Tape ND White Joint Compound ND White Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose Sample Composite Homogeneity: Moderate The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by any agency of the federal government. EMLab P&K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. * A "Version' indicated by -"x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of 'x". EMLab P&K, LLC EMLab ID: 2204981, Page 5 of 7 Client: Aurora Industrial Hygiene, Inc. C/O: Ms. Karen Shockley Re: 58089-ERM-2858 Loker Ave; Asb. sampling ASBESTOS PLM REPORT Location: ERM-0715-06C. Drywall & joint compound EMLab P&K 17461 Derian Ave, Suite 100, Irvine, CA 92614 (866) 888-6653 Fax (623) 780-7695 www.em1ab.com Date of Sampling: 07-15-2019 Date of Receipt: 07-15-2019 Date of Report: 07-17-2019 Lab ID-Versioi4: 10478166-1 Sample Layers - Asbestos Content White Joint Compound ND White Drywall with Brown Paper ND Composite Non-Asbestos Content: 10% Cellulose Sample Composite Homogeneity: 1 Moderate Location: ERM-0715-07A. Vinyl baseboard & mastic Lab ID-Versiont: 10479167-1 Sample Layers Asbestos Content Black Baseboard ND Off-White Mastic ND White Texture ND Sample Composite Homogeneity: Moderate Location: ERM-0715-08A. Vinyl baseboard & mastic Lab ID-Version*: 10478168-1 Sample Layers Asbestos Content Brown Baseboard ND Off-White Mastic ND White Texture ND Sample Composite Homogeneity: 1 Moderate Location: ERM-0715-09A, Sink coating Lab ID-Versionl: 10478169-1 Sample Layers Asbestos Content Off-White Coating ND Sample Composite Homogeneity: I Moderate The test report shall not be reproduced except in full, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by any agency of the federal government. EMLab P&K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. j: A 'Version' indicated by -'x" after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of "x". EMLab P&K, LLC EMLab ID: 2204981, Page 6 of 7 EMLab P&K 17461 Derian Ave, Suite 100, Irvine, CA 92614 (866) 888-6653 Fax (623) 780-7695 www.emlab.com Client: Aurora Industrial Hygiene, Inc. Date of Sampling: 07-15-2019 C/O: Ms. Karen Shockley Date of Receipt: 07-15-2019 Re: 58089-ERM-2858 Loker Ave; Asb. sampling Date of Report: 07-17-2019 ASBESTOS PLM REPORT Location: ERM-0715-010A, Carpet mastic Lab ID-Versiont: 10478170-1 Sample Layers Asbestos Content Brown Mastic ND Sample Composite Homogeneity: Moderate Location: ERM-0715-011A, Ceiling tile Lab ID-Version$: 10478171-1 Sample Layers Asbestos Content Light Gray Ceiling Tile with White Surface ND Composite Non-Asbestos Content: 25% Cellulose 10% Glass Fibers Sample Composite Homogeneity: Moderate Location: ERM-0715-012A, Vinyl wall panel & mastic Lab ID-Versioi4: 10478172-1 Sample Layers Asbestos Content White Non-Fibrous Material ND White Mastic ND Sample Composite Homogeneity: Moderate Location: ERM-0715-013A, Vinyl wall panel & mastic Lab ID-Version*: 10478173-1 Sample Layers - Asbestos Content White Non-Fibrous Material ND White Mastic ND Sample Composite Homogeneity: Moderate The test report shall not be reproduced except in fill, without written approval of the laboratory. The report must not be used by the client to claim product certification, approval, or endorsement by any agency of the federal government. EMLab P&K reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Inhomogeneous samples are separated into homogeneous subsamples and analyzed individually. ND means no fibers were detected. When detected, the minimum detection and reporting limit is less than 1% unless point counting is performed. Floor tile samples may contain large amounts of interference material and it is recommended that the sample be analyzed by gravimetric point count analysis to lower the detection limit and to aid in asbestos identification. A "Version" indicated by -"x' after the Lab ID# with a value greater than 1 indicates a sample with amended data. The revision number is reflected by the value of 'x". EMLab P&K, LLC EMLab ID: 2204981, Page 7 of 7 I CHAIN OF CUSTODY EM Lab PK NwJeiy P LhaIn MmEatt SulleA, ftat1tnjUO3D53 B714931 lEDI nDth SO, CAOOO giomRw CrL WM2Wft(bSM Fascio CA9O8U ($J Bi&M wjnd 1 lIIIIIIIII II -- rusiiIIIIIIII W IJJIU1F L _____ 13 ___ (Useg04931 Kan I - 1_iI ,, D p - thRIaé1 r - INAWItUrpe uQues -- IRELPOWEM a T—Th A1—Afldan MUXBLd... sw—swb I MR-AtirreaeArRaMpror P-PthlI&Wtçr I J3 -Duflc - a — (oarler - Bsubg this CJkt f £tsady yi agroobbetosWbysaidcwtdns sthth Gfl5EJ1LabF - I1t1 $toA CHAIN OF CUSTODY EML - -- wwwEMLabPK.cn, Use ch 2204981 - I fl Non CuJLIe CLI - -- - UiF wy 3JUflIfl LTh5L tiA lilarltcn N.J 030 3'{a8J1 —:3--EL OCa51feM And SAS ci- PiF,1AZ: i t sD is,1eik A26OZ' (SG) 151] - L!L Prop Bulk Water. S OogtactPeies - - - - - - - - - -- -- I CONrAl - Qcn Ph:iriv PROJECT NFORMA.TION M liME CODES (TAT) - ____ RiaIie rcce}.ed dr 2pm oreiJds.e.JJ be eonBiIteTd receiutic IKe , Iext bw1093day. Fte eitus bauno! of I JI 4tL StI 1! - tlluI!Ili!LH1! PONunthr a.— cP—cnrad PJte 3v. tT—$4ueThx Pknco.B.1d PblBrnter -- PP.- Nn-Pj1atà Water 1 0-0*. Ieid codllteftsscl 3flfl jEII?LbP&K -= iva•ii Appendix Four - Asbestos Inspector Certification ERM— 2858 Loker Avenue Page 30 Limited Asbestos Inspection July 2019 State of Cahfomia Division of Odcupation3l Safety and Health CöfldVAbtps Consultant Stäteof California Division of OccO0ib1Iàl Safety and Health C.rifrdMbosw; Consultant american board of industrial hygiene® organized to improve the practice of industrial hygiene proclaims that Xaren G. ShockCey having metall requirements of education, experience and examination, and ongoing maintenance, Is hereby certified in the COMPREHENSIVE PRACTICE Of INDUSTRIAL HYGIENE and has the right to use the designations CERTIFIED INDUSTRIAL HYGIENIST :CIH Certificate Number 6766 CP Awarded: Expiration Date: Chair, ABIH July 21, 1995 December 1, 2021 Chief Executive OfficeB!fl Person contacted: Robert Lumley Date contacted: _-- (bv<) S - Mail Telephone Fax In Person Telephone #: 310-314-0800 Email: rlumley©blt-enterprises.com EsGil A SAFEbuittCompany DATE: 8/2/19 JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0326 SET: II PROJECT ADDRESS: 2858 Loker Ave. East Suite 200 PROJECT NAME: NTW T. I. APPLICANT JURIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: Robert Lumley EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. F-1 REMARKS: By: Kurt Culver Enclosures: EsGil 7/25/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsCil V/ A SAFEbui1t'Company DATE: 7/15/2019 U APPLICANT U JURIS. JURISDICTION: City of Carlsbad PLAN CHECK#.: i01E9ET) SE1iME PROJECT ADDRESS: 2858 Loker Ave. East Suite 200 PROJECT NAME: NTW T. I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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: Robert Lumley 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: Robert Lumley Telephone #: 310-314-0800 Date contacted: (by: ) Email: rlumleyblt-enterprises.com Mail Telephone Fax In Person LII REMARKS: By: David Yao Enclosures: EsGil 7/5/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2019-0326 JURISDICTION: City of Carlsbad OCCUPANCY: B/Si USE: office /warehouse TYPE OF CONSTRUCTION: IlIB ACTUAL AREA: T. I. 63795 sf ALLOWABLE FLOOR AREA: STORIES: i HEIGHT: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 7/1/19 DATE INITIAL PLAN REVIEW COMPLETED: 7/15/2019 OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/5/19 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. 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. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section. etc. Be sure to enclose the marked up list when you submit the revised plans. 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. On the cover sheet of the plans, specify any items that will have a deferred submittal (fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." 2. Keynote I on sheet A1.1 show install heavy duty guard rail 8/AD.2 sim. No detail 8 on sheet AD.2 was provided. Please clarify. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. 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. Please refer to the following PME items. Please finish the attached special inspection agreement from City of Carlsbad. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No 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 David Yao at Esgil. Thank you. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEW NUMBER: cbc2019-326 SET: I PLAN REVIEWER: Connor Reuss PLUMBING (2016 CALIFORNIA PLUMBING CODE) All waste systems are required to drain via gravity (that are capable). It appears from the plans that gravity drainage is applicable. Please provide a narrative explaining how this is not possible for this T. I. Please show the slopes for all horizontal waste pipes within the plumbing plans. Note: All waste pipes that are smaller than 4" must have a minimum slope of 2%. Please show on the plans. CPC 708.1 Please review the prosed vent sizing for the entire building. For each drainage piping system connected to the public sewer that is vented by one or more vent pipes, the combination of the cross-sectional area of all vents that terminate through the roof cannot be less than the cross-sectional area of the largest waste pipe in the drainage system (in this case 4" waste pipe). Note: The cross- sectional area of a 4" diameter waste pipe is 12.57 sq. in. The cross-sectional area of a 2" diameter vent pipe is 3.14 sq. in. CPC 904.1 Please correct tables and general note #33 on sheet P-0. The maximum gallon per flush for a urinal is 0.125 gpf. Please correct the water sizing calculations on sheet P-0. They should read CPC Chapter 6 (or CPC Appendix A). Per CPC Chapter 6, the water lines are undersized. See CPC Table 610.10 for flush valve WSFU. For x2 urinals, they have a combined WSFU of 70. Note: The calculations can be sized per CPC Appendix A. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories limited to 110 degrees F (not 120 degrees) per Energy Standards 11 0(c)(3). Note: The water heater thermostat may not be used for compliance. All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as possible to control the effects of water hammer. Please detail. CPC 609.10 All domestic hot water piping to have the following minimum insulation installed: 1/2" pipe (1/2" insulation); 3h" pipe (1" insulation); 1"-1 1/2" pipe (1 1/2" insulation). CPC 609.11 & ES 150.0(1) Specify if any natural gas-powered appliances are under this permit. If so, please provide the proper CPC 1216.2 Table, the total developed length, and the load for each appliance. CPC 1216.0 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) It appears HP-1 and HP-2 share a common space. Please provide smoke detection in the supply air duct of any "air-moving system" (equal to or greater than 2,000 cfm) to shut-off the equipment for smoke control. CIVIC Section 608.1 An "air-moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. Within the roof plan on sheet M2.2, please show the location of both outside air intakes for HP-1 and HP-2. Make sure the 10' clearance is maintained. Specify compliance with CIVIC 603.4.1 for length limitations for factory made flexible air ducts (6) and use (not to be used for rigid elbows or fittings). Please show the required 42 inches tall "Guards" (guard rails) or building parapets height where appliances, mechanical equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface. CBC 1015.6 & 1015.7 Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). 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. ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) Please demonstrate compliance with the City of Carlsbad EVSE equipment installed ordinance. Please indicate a scale on all plan drawings. Please include the following information on the single line diagram: Specify the Utility fault current available at the service equipment. For fault current mitigation, describe the electrical distribution equipment design as "engineered", "fully rated" or "series rated". Include the AIC specification rating of overcurrent devices throughout the system. Grounding and bonding details. o Note: Multiple services supply a single building. Describe all service(s) electrode system and the common bonding design between all services. Please provide building code compliant load calculations to justify new loads on existing service(s). CEC 220 Describe the transformer grounding electrode system design: The electrode conductor sizing and the electrodes description. CEC 250.30(A)(4) For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 Tire inflation machines provided for public use shall be protected by GFCI circuit interrupter. CEC 422.23 ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) A complete energy plan check will be performed after completed and/or the corrected energy design has been provided. Partial lighting forms submitted. Hot water recirculating loop systems requirements: Detail the following: (See ES 110.3 for specifics) The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. Pump isolation valves A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line. (See CPC 608.3 for expansion tank requirements.) Different lighting systems (general, display,track, etc). shall be separately controlled from one another. Multilevel lighting controls are required in areas 100 square feet or greater that have a connected general lighting load exceeding .5 watts per square foot. LED luminaires require dimming capability of 10 to 100%. Include control placement and design on the floorplans. ES Table 130.1-A Each floor, each space (not exceeding 5,000 square feet), and each type (general, display, and ornamental) of lighting shall be individually capable of being automatically shut-off when the building is unoccupied. Include the control design. Automatic time switch control requires a 2 hour override. ES 130.1(c) Lighting in warehouse open areas and in individual aisles is required to be controlled by occupancy sensors that automatically reduce lighting power by at least 50% when the specific area is unoccupied. ESI30.lc(6)A Generally, automatic daylighting control with multilevel lighting ability is required for general lighting in daylit zones. Please provide the locations and control design. ES 130.1(d) Buildings that exceed 10,000 square feet in habitable space shall have "demand response" lighting reduction capability. Please show how this building remote control is integral with your lighting design. EM 130.1(e) Voltage drop is limited to a total of 5% for electrical circuiting (feeders and branch circuits combined). Table shown does not include branch on two of the panels. Will review upon resubmittal. ES 130.5 In all buildings, controlled receptacles are required in private offices, open office areas, reception lobby, conference room, kitchette in office spaces, and the copy room per Energy Manual 130.5(d). Please include the control design and receptacle locations on the electrical plans. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti 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. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 GENERAL ACCESSIBILITY REQUIREMENTS ACCESSIBLE SINKS 1. Per Section 11 B-804, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: A clear floor space at least 30"x 48" shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19" underneath the sink. Section 11 B-606.2. The accessible sink shall be mounted with the counter or rim no higher than 34" above finish floor. Knee clearance that is at least 27" high, 30" side and 19" underneath the sink shall be provided. Hot water and drain shall be insulated or otherwise configured so as to protect against contact. There shall be no sharp or abrasive surfaces under the sink. Section 1113- 606. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. Section 11 B-606.4. END OF DOCUMENT "I aotl > CITY OF CARLSBAD SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbad.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special inspection, structural observation and construction material testing. 'roject/Permit: Project Address: THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERIAUTHORIZED AGENT. Please check if you are Owner-Builder . (If you checked as owner-builder you must also complete Section B of this agreement) Name: (Please (First) (Ml.) (Lest) Mailing Address: Phone: I am:[]Property Owner UProperty Owner's Agent of Record UArchitect of Record QEngineer 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. Signature: Date: CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor / builder! owner-builder. Contractor's ComparW Please check if you are Owner-Builder 0 Name: (Please print) First) .ast) Mailing Address: Email:____________________________________________________ Phone_________________________ State of California Contractor's License Number: Expiration Date: 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. twill provide a final report/letter In compliance with CBC Section 1704.1.2 prior to requesting final inspection. Signature: Date: B-45 Page lofi Rev. 08/11 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0326 PREPARED BY: David Yao DATE: 7/15/2019 BUILDING ADDRESS: 2858 Loker Ave. East Suite 200 BUILDING OCCUPANCY: B/Si BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T.I. 63795 per city 2,967,105 Air Conditioning Fire Sprinklers TOTAL VALUE 2,967,105 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance V Type of Review: 21 Complete Review El Structural Only D Repetitive Fee Repeats El Other El Hourly EsGil Fee Hr. @ * I $4,842.39 Comments: Sheet of p OGSSI Structural Engineers Calculations for NTW Tenant Improvement Carlsbad, CA RECEIVED JUL 25 2019 RECEIVED EsGil AUG 052019 CITY OF CARLSBAD ASAFEbufit Company BUILDING DIVISION Smith Consulting Group 13280 Evening Creek Drive, Ste 125 San Diego, CA 92128 June 2019 e6c?bIq .032$ WN SHEET_____________ OGSSI PROJECT I OSSINO.___________ Structural Engineers ENOJL DATE__________ '2.D\g LbC..S : T'L 'tp - - - - & >')I 4 ,'-'•- •- LA44,, 1 c1.2.ç.w. 2. s ; 7-'. 1't") 21 ON SHEET______________ F W-V, GSS1 PROJECT GSSI NO._____________ Structural Engineers ENGR. DATE______________ -r - (1) r?.I "r k 44 ,7q)'i, .74tJ .18 !t Cal S - (ti eL I,. t-O Sheet GSS1 Project GSSI No. Structural Engineers Engr: bs Date 612212019. Anchorage of Mechanical Equipment on the roof Des!n Parameters S3 = 0.75 spectral acceleration, short period Strength Design: .9D +1.OE l = 1.00 importance factor Allow. Stress Design: .6D + I .OE/1.4 ap = 2.5 component ampilication factor SD or ASD? = Allow. Stress Design R = 6.0 Component response mod. factor Z = 20 ft. (ht. in structure of point of attachment). z=0 @ grade h = 20 ft. (avg. roof ht.) zlh = 1.0 F = .4*ap*Sce.Wpe(1+2*zlhy(P/Ip), (13.3-1) F = 0.27 WP OTM = Fpunit height12 F(max) = I .6*Sos*lW, (13.3-2) F(max) = 0.86 W RM=(.6-Fv)Wrunit width/2 F(min) = 0.3*SDS*Ip*Wp, (13.3-3) F(min) = 0.16 W, F= .14*Sds*Wp, (12.4.2.3) F= 0.11 W, =MBE=W iTr I.lI [CIV ill ii ' i.:'i *1LJ1j_I Screw Table VaIl. lbs Tall, lbs "Tall = thread length x W 1/4" dia. x 3 1/2" SDS screws 250 345 5116" dla.x 4" lag screws 190 532 3 1/2" embedment (T-E= 25/16", 266 ph) 3/8" dia. x 5" lag screws 200 839 4 1/2" embedment (T-E= 23/4". 305 ph) flOsms 177 84 1/8" weld xl" 1850 1850 Weld curb to steel deck Unit No of anchors per side Screw Type and Length Max. spacing, Inches anchor, s ' per T. per anchor, lbs Resultant. lbs. Za', lbs. Za'"1.60, lbs. Remarks - %, cap. HP 2 3/8" dia. x 5" lag screws 24 31 3 31 200 321 Okay 10% GV 2 3/8" dia. x 5" lag screws 60 38 0 38 200 320 Okay 12% Anchorage of Mechanical Equipment - sms screws 6122)2019 U.S. Seismic Design Maps OSHPD 2858 Loker Ave E, Carlsbad, CA 920109 USA Latitude, Longitude: 33.1321318, -117.24667310000001 9 Glanbia Nutritionals .00 Optum Lionshead Ave 7 Palomar Forum w Gracie Bara Carlsbad V Business Park ( QAvidLyfeInc9 Goole Map data 02019 Google Date - -* 612212019,10:49:26 AM Design Code Reference Document ASCE7-10 Risk Category II Site Class D - Stiff Soil Type - Value Description Ss 1.032 PACER ground motion. (for 0.2 second period) 0.401 MCER ground motion. (for 1.09 period) SMS 1.122 Site-modified spectral acceleration value SMI 0.641 Site-modified spectral acceleration value I SOS 0.748 Numeric seismic design value at 02 second SA S01 0.427 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1.087 Site amplification factor at 0.2 second F, 1.599 Site amplification factor at 1.0 second PGA 0.392 MCE0 peak ground acceleration FpGA 1.108 Site amplification factor at PGA PGAM 0.435 Site modified peak ground acceleration TL 8 Long-perIod transition period in seconds SsRT 1.032 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.037 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) S1RT 0.401 Probabilistic risk-targeted ground motion. (1.0 second) SlUM 0.383 Factored uniform-hazard (2% probability of exceedance In 50 years) spectral acceleration. SID 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.995 Mapped value of the risk coefficient at short periods CR, 1.048 Mapped value of the risk coefficient at a period of I s httpsf/seismicmaps.org 112 19genis Yq by Rite-Hite Pit Details for Genisys Dock Levelers Important: Angle Between See Item 3 Side And Rear Curb Angles Must Be 90. On Following Page See Item 2 On Following Page All Curb Angle Joints To Be Welded Securely. Rear Pit Wall To Be Plumb..011 Reverse Slope Of 1/4 Is Permissible. Important Side Curb Angles Must Be 90 To Dock Face. See Item 4 On Following Page Important Concrete Behind Pit Steel Must Be Well Vibrated. 8 Recommended Minimum Thickness For Pit Walls, Pit Floor And Dock Face. - See Item 5 On Following Page See Item 4 On Following Page Driveway Approach See Item 1 On Following Page White Construction Carlsbad et 2524 Gateway Rd Carlsbad CA 92009 ADDRESS CITY STATE ZIP Genisys ML900 Dock Leveler I 16LP DOCK LEVELER MODEL LIP LENGTH (IN INCHES): NOMINAL LEVELER SIZE (IN FEET): I 8 I I 6 1 I 35 I LENGTH: WIDTH: CAPACITY: PIT DIMENSIONS (IN INCHES): I 87 T 74 I I 19.5 DIM A (LENGTH): DIM B (WIDTH): DIM C (DEPTH): CERTIFIED FOR CONSTRUCTION BY DATE COMPANY CITY STATE Pub. No. 1273. June 2008 Pit Details for Genisys Dock Levelers- ML Series ITEM 5: RESTRAINT MOUNTING PLATE (OPTIONAL) 1" Typ. c / 1/4'"- Front Curb Angle II To Be Welded To 1-1/4" I 0 1 1 Mounting Plate Typ— o l.e- r ii==IT Nelson Stud (20) 6'Typ. - 20" 6-5/8' O t) 0 0 Mounting Plate Typ. - _____ I I I 1/4' x 20" x 29" O 0 0 0 H.R.S. ITEM 1,2,3,4: ANCHOR LAYOUT FOR CURB ANGLES I_12I_121 r-3" CO) U " IMPORTANT: Curb Angles Nelson Studs 1/2' Dia. 6" Long Located As Shown I 29' Restraint Mounting Plate Furnished By General Contractor Or Available From RITE-HITE At Additional Cost. CONTRACTOR'S BILL OF MATERIAL FOR NOMINAL Pfl" SIZES 1 Front Curb Angle -3" x 3" x 3/16" 1 74 2 Rear Curb Angle - 3" x 3" x 3/16" 1 80 3 Side Curb Angle - 3" x 3" x 3/16" 2 84 4 Top Front Angle - 3" x 3" x 3/16" 4 1 20 CONSTRUCTION NOTES Concrete Behind Pit Steel Must Be Well Vibrated. 4. 1/2' Pitch toward Front Of Pit For Drainage. Rear Pit Wall must be Square With Dock floor. 5. 8" Recommended Mm. Thickness For Pit Walls, Pit Floor And Dock Face. All Curb Angle Joints To Be Welded Securely. Contact RITE-HIE Corporation, 8900 N. Arbon Dr., Milwaukee, WI USA 53223 (414) 355-2600 Fax: (414) 355-9248 Mailing Address: RITE-HITE Corporation, P.O. Box 245020, Milwaukee, WI USA 53224 1-800-456-0600 www.rltehIte.com Pub. No. 1273-June 2008 From the rear hinge to the front hinge - featuring a consistent, reliable lip crown - Genisys dock levelers provide the smoothest transitions between dock, leveler and trailer to help prevent Injuries, and minimize forklift and product damage. Smoothest transition in the industry. Genisys TM ML Mechanical Dock Leveler Simple operation Unique counterbalance system ensures smooth, consistent walk-down. Structural safety stops Rear hinge support System helps protect against Four vertical supports provide uncontrolled free-fall, added structural integrity. Constant radius rear hinge Heavy-duty ramp control Front hinge assembly Superior design provides consistent operation and low maintenance. Lip assist Provides safe, positive lip extension for placement onto the trailer bed. Platform construction 8 beam spacing provides flexibility to accommodate a variety of material handling equipment; ideal for 3-wheel fork truck traffic. Quick-clean sub frame Sub-frame allows for quick, easy pit clean-out. Maintenance strut Integral maintenance strut supports the platform and lip for easy service access. Specifications Nominal dimensions Widths Lengths 6'(1830 mm) L 6'(1830 mm) / 6'(1830 mm) / 8'(2440 mm) 6'(1830 mm) 1 10'(3050 mm) L 7'(2110 mm) L. 6' (1830 mm) 7'(2`110 mm) L 8(2440 mm) L 7' (2110 mm) Operation The platform to be operated by pulling the release ring at the rear of the ramp. The unit will raise and the lip will extend. Operator to walk ramp down to truck bed. Hold down shall hold unit In the working position. Unit will float with truck movement. Nominal operating range is 12" above and 12" below dock level (+1- 300 mm). The standard 16" (400 mm) lip extends 11" (280 mm) beyond the standard 4 (100 mm) bumper. The platform is designed to compensate for canted truck beds up to 4" (100 mm) and remain flush with the rear of the pit to eliminate pinch points. The lip Is yleldable. Standard features Structural steel working range toe guards are integral to the leveler construction. 'Permanent night locks are standard in order to help protect against unauthorized entry beneath locked overhead doors. a Entire dock leveler is protected with a gray enamel paint finish. a Multi-position structural safety legs provide emergency support in the event a truck departs with a load on the leveler. a An integral maintenance strut is provided on every leveler to support the lip and deck during service. Warranty Rite-Hite warrants all components to be free of defects In material and workmanship, under normal use, for a one year period from date of shipment in accordance with Rite-Hite's Standard Warranty Policy. The "Base Warranty Period" will begin on the completion of Installation or the sixtieth (60th) day after shipment, whichever is earlier. Extended structural warranty available upon approved submittal of application. Available options IN The available capacity options are: 30K / 35K .......40K /16" (406 mm) Lip L 18" (460 mm) Lip 20'(500 mm) Lip L Full Range Toeguards PT2 (Plytex) Weatherseal I NB1 (Nylon Brush) Weatherseal L.. Dok Box Integral Box / 4'00"00" Laminated Bumpers h... Alternate Bumpers Other Vehicle Restraint Model NOTE: Rite-Hite Dok-Lok vehicle restraints are recommended as a best safety practice. Project information Job Name: Address: Carlsbad. CA General Contractor: White Construction Distributor: Arbon West Model: ML900 Quantity: 3 Capacity: i.J 30K / 35K F_. 40K Certified for construction By: Date: Company: Address: Ask your Rite-Hite Representative for more details on a Planned Maintenance Program. K lIEU III ALWAYS t.DOKING AHEAD 8900 North Arbon Drive Milwaukee, WI 53223, USA RiteHste and Genisys" are trademarks of Rite-Hite Holding Corporation. Rite-kite products are covered by one or more U.S. patents with other U.S. and foreign patents pending. The Information herein Is provided as a general reference only regarding the use of the applicable products. The specifications stated here are subject to change. P 414-355-2600 (800-456-0600) RI9GMLSSO5I5H1 F 414-355-9248 1 www.RiteHite.com C~hty of Carlsbad Building Permit Number: CBC2019-0326 Community & Economic Development COMMUNITY FACILITIES DISTRICT NON-RESIDENTIAL NON-RESIDENTIAL CERTIFICATE: Non-residential land owner, please read this option carefully and be sure you thoroughly understand before, signing. The oDtlon you choose Will affect your oayment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit Issuance. Property owner sion ture is required bfore permit issuance. Your signature confirms the accuracy of all infornation shown uIvvv. QUATTRO PARTNERS LLC 1/ DELNORTE FARMS INC -, (310 314.. c)e>ocr 9 Name of Owner Telephone i- 2858 Loker Ave E, 200 Address Project Address sArrPr OCJS,CA Carlsbad, CA 92010•6673 City, State Zip City, State Zip 2090832100 Assessor Parcel Number (APN) I INDUSTRIAL - COMMERCIAL BUSINESS PARK Lot Number Improvemeflt Area Land Use Type 05/07/1991 $0.299 1,295.00 2020 Annexation Date Factor Square Feet Fiscal Year As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax In Community Facilities District No. 1. All non-residential property, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years Please indicate your choice by initialing the appropriate line below: OPTION (1): I elect to pay the SPECIAL TAX - ONE TIME now, as a one-time payment Amount of One-Time Special Tax: $387.21 Owners Initi _____ OPTION (2): 1 elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years. Maximum Annual Special Tax: _$5347 Owner's initials.. I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. Signature of operty Owner Title 1c'- v/ Print Name I Date 6-32 Page 1 of 1 SAN DIEGO REGIONAL 'RECORD iD# OFFICE USE ONLY HAZARDOUS MATERIALS IPLANCHECK#_J2nIHRM1 QUESTION BP represent uiego: inaicate by circling me item, woemer your ousiness will Use, process, or store any or me ToiiowIngnazaraous materials. it any or me Items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal, Occupancy Rating: Facility's Square Footage (including proposed project): 1 Explosive or Blasting Agents 5 Organic Peroxides 9 Water Reac vi ' ç 13 \Côrroslves 2 Compressed Gases 6 Oxidizers 10 Cryogenics ' 14" Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11.. Highly Toxic or Toxic MaterialsC' 15 None of These C>lammable Solids - TtQ 8. Unstable Reactives 12. Radioactives 14 pci (,o /1 ' Call (858) 505-6700 prior to the Issuance of a building permit. Forkjj .f tkziUMA UjiroILjR, 55 ''aL.. FEES ARE REQUIRED Project Completion Date: Expcted Date ot'Occupancy: YES NO No e.orP.Qr. +Irc., SforCiC, O?J'j. (for new construction or remodeling projects) 0 is your business iIstd on the reverse side ot this 1orm7 (check all that apply). 0 N Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons. 500 pounds and/or 200 cubic feet? 0 Will your business store or handle carcinogenslreproductive toxins in any quantity? 0 Will your business use an existing or install an underground storage tank? S. 0 Will your business store or handle Regulated Substances (CalARP)? 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). f the answer to any of the Diego, CA 92123. O CalARP Exempt Date Initials o CalARP Required Date Initials [I CalARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTIOP4 CONTROL DISTRICT (APCDI: The following questions are Intended to Identify the majority of air pollution Issues at the planning stage. Your project may require additional measures not identified by these questions. Some residential projects may be exempt from APCD requirements. If yes is answered for either questions 1, 2 or 5 or for more comprehensive requirements, please contact APCD at aocdcomo5sdcountv.capov; (a 8) 588-2850; or 10124 Old Grove Road. San Diego, CA 92131. YES NO '. 0 Will the project disturb 100 square feet or more of existing building materials? 11 Will any load supporting structural members be removed? (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by an Individual that has passed an EPA-approved 0 iS' building inspector course? (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes, a notification may be required at least 10 working days prior to commencing asbestos removal. Additionally, a notification may be required prior to the removal of a load supporting structural member(s) regardless of the presence of asbestos. 0 j Will the project or associated construction equipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. 0 f (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school I ha, in.laa?) Briefly describe business activities: I Briefly de •be proposed project: fl Crt'C~. _,Dac rCL - i Ti. I declare under penalty of perjury thal to the best of my knowledge and belief ttie responses made herein are true and Co 5 Name of Owner or Authorize0AVeRN Signature of Owner or Authorized Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_________________________________________________________________ BY: DATE: INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR occucv UNTY-HMO' APCD COUNTY-HMD APCD COUNTY.HMD APCD REVIEWED çc cniGi SIGAT r R E DA A exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply HM-9171 (9/18) County of San Diego - DEH - Hazardous Materials Division —b Project CIOK% INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date (/ 2.O/ Pt Business Name iiAU- 11 W\S5It,U Street Address Email Address PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement / Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting! Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting/ Forming Pesticide Manufacturing I Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film /X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing Industrial Laundry Waste Treatment Storage SIC Code(s) (if known): Brief desqription of business actjvities (P Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal/ day): #VA List hazardous wastes generated (type/ volume): d4t e Date operation began/or will begin at this location: ,if.1'. I. D/ Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes bI6 If yes, when: Site Contact % 49/0107 SdS Title Signature ' 41 Phone No.)' 6t9 .2Z - 6021 -- ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad. CA 92011 (760) 438-3941 FAX: (760) 476-9852 Co city of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist Is intended to assist building permit applicants Identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may. be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. 4 Details on CAP ordinance requirements are available on the city's website. Permit No.: BP No.: Property AddresslAPN: 2S • . 2C3C) ApphntNameICo.: 13 -- J42A / V115W Applicant Address. 1TI4 t kc\c.A, cIE4o Contact Phone: (.71 61D) QPXX) Contact Email: U)I-1US1 Contact information of person completing this checklist (d different than above): 1*-rT4 LUM Name: Company name/address: L-6A k 4 Contact Phone: Contact Email: Applicant Signature: Date: Lfti)/Z11 puff W~-j 8-50 Page 1 of 3 Revised 04119 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For residential alterations and additions to existing buildings, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ k'Ô5t) O_O 0 Alterations: 0 exempt BPV 2! $60,000 IA 1-2 family dwellings and townhouses with attached garages O Electrical saMoa panel upgrade IA only Multi-family dwellings only where Interior finishes are remov O BPV 2:$200,000 IA and significant site work and upgrades to structural and mechanical, electrical, andior piwnbino systems are omoos Newconstiuction 188nd2 Alterations 2 A 0 Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE ready parking space required 0 Exception: 0 MultI-family residential: 0 Exception: - Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed= Total Calculations: Total EVSE spaces =10 xToW paddng (rounded up to nearestwlicle nimiber) EVSE Installed = Total EVSE Spacesx .50 (rounded up to neawwwe number) EVSE other: Total EVSE spaces— EVSE Instated (EVSE other may be Capable? IReady! 1nsta1ed.") *Major alterations are (1) for one and two-family desNb and townhouses with attached garages, alterations have bildingpemiftvaIuationz$8O0oor Indudean eisctilcalsenice panel upgrade, (2) for multiamily dwdhngs ON unis ormorewithoutattathed garages), alteralions haves building perinitvakiation Z$200000, Intenor finishes are removed and sWillicantftworkend upgrades to struural and mechanical, electrical, and/or urn tems are proposed. B. 0 Nonresidential new construction (Includes holefahnotels) 0 Exception: Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Paddon Spaces ptolded Number of required EV Spaces Number of requed EVE Installed Spa= 0.9 1 10.25 2 i 26.50 4 2 0 51-75 6 3 O 78-100 .9 5 101450 12 6 0. 151-200 17 9 201 and over lOperoerdoftotal 50 percentofRedEVSpaces Updated 4/12/2019 City of Carlsbad Climate Action Plan Consistency Checklist ARM 0051 'iM TA List each proposed nonresidential use and gross floor area (GFA) allocated to each use. Employee *01/1,000 square feet Is selected from the table below. Use GFA Emp1oyeeADTrfiist 1.000 S.F. Employee ADT for each subsequent 1,000 S.F. Total Errçlo)eeADT ________ • t Cmi lftotelempioyee ADT isgreaterthanor equal toll0employeeADl,aTDM plan isrequired. lDM plan required: Yes WaX I Employee ADT Estimation for Various Commercial Uses Use IJITi. 1000 Office (all)2 8' 13 13 Restaurant 11 11 Retai13 8 4.5 Industrial 4 3.5 Manufacturing 4 3 Warehousino 4 1 i Unless otherwise noted, rates estimated from ITE Trip Generation Manual, W'Edition 2F0T all office uses, use SANDAG rate of 20 ADT/1,000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses maybe subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/1000 x 20= 409 Employee ADT Retail: 9,334 sf First 1,000 sf = 8 ADT 9,334 elf - 1,000 sf = 8,334 sf (8.334 sf11,000 x 4.5) + 8=48 Employee ADT Updated 4/12/2019 3 CITY OF CARLSBAD COMMUNITY FACILITIES DISTRICT NO. ONE-TIME IMPROVEMENT AREA I 11 FORMATION OR ANNEXATION DATE: I MAY 7, 1991 I FY 1993-94 I FY 1994-95 I FY 1995-96 I FY 1996-97 I FY 1997-98 I IDENTIAL DEVELOPED LAND USE: PER CU. PER CU. PER CU. PER CU. PER DU. PER CU. NET DENSITY (0-1.5 DU/AC) $3,431.7165 $3554.4770 $3,593.1508 03,593.1508 03.596.7404 03,618.1921 NET DENSITY (1.51 TO 4.0 DU/AC) $3,431.7165 03,554.4770 $35931508 03,593.1508 $3,596.7404 $3,618.1921 NET DENSITY (4.1 108.0 DU/AC) 02,166.0205 $2,243.5041 $22679142 $2,267.9142 02,270.1798 $2.283.7196 NET DENSITY (8.1 TO 15.0 DU/AC) $2,166.0205 02,243.5041 02,267.9142 $22679142 $22701798 $22837196 NET DENSITY (15.1 TO 23.0 DU/AC) 02,166.0205 $22435041 $2,267.9142 02,267.9142 $22701798 $22837196 4-RESIDENTIAL LAND USE: PER SQ.FT. PER SQ.FT. PER SQ.FT. PER SQ.FT. PER SQ.FT. PER SQ.FT. AUTO 01.1366 01.1.773 01.1901 01.1901 $1.1913 $1.1984 AUTO - REPAIR & SALES 00.4779 $04950 00.5004 $05004 00.5009 00.5039 TO CAR WASH $08843 00.9160 . $09259 $09259 $09269 $0.9324 BANK-WALK IN $17981 $1.8624 01.8827 $1.8827 01.8846 $1.8958 BANK - WITH DRIVE THRU $2.5311 02.6217 02.6502 02.6502 $26528 $2.6686 BOWLING ALLEY 00.9292 00.9624 00.9729 00.9729 $09739 $0.9797 CAMPGROUND 02.4540 $25418 $2.5695 $2.5695 $25720 02.5874 CHURCH $04190 $04340 $0.4388 $04388 $0.4392 $04418 COMMERCIAL SHOPS $04064 $0.4210 $04256 00.4256 $0.4260 $04285 COMMUNITY SHOPPING CENTER $05942- 00.6155 $06222 $0.6222 00.6228 $06265 CONVENIENCE MARKET $3.8275 03.9644 $40076 $4.0076 04.0116 04.0355 DISCOUNT STORE $0.4513 $04674 $0.4725 00.4725 00.4730 $0.4758 GOLF COURSE 00.4289 00.4442 $0.4490 $04490 00.4495 00.4522 GROCERY STORE 01.0904 01.1294 $1.1417 01.1417 $1.1428 $11496 HEALTH CLUB $0.4050 00.4195 $0.4241 00.4241 00.4245 $0.4270 HELIPORTS . $14898 01.5431 $15599 01.5599 $1.5614 01.5707 HOSPITAL - CONVALESCENT 00.3265 00.3382 00.3419 00.3419 00.3423 $03443 HOSPITAL - GENERAL 00.5438 00.5632 00.5694 $0.5694 $05699 $05733 TEL - CONy. FAC/COMM. $0.4863 $05037 $0.5092 $05092 $0.5097 $05127 INDOOR SPORTS ARENA 65 00.3382 $0.3419 $034.19 $03423 $03443 INDUSTRIAL - COMMERCIAL BUSINESS PARK (NOTE 1) $02999 / 00.3107 00.3140 00.3140 $0.3143 $0.3162 JUNIOR COLLEGE $0.3179 $03214 00.3214 $03217 $0.3236 LIBRARY $0.5970 $06184 $06251 00.6251 '00:6257 $0.6295 LUMBER/HARDWARE STORE 00.3462 00.3586 00.3625 00.3625 00.3628 00.3650 MARINA 02.0812 02.1557 02.1791 02.1791 .02.1813 $21943 MOTEL 00.3770 $03905 $0.3947 00.3947 $0.3951 $03975 NEIGHBORHOOD SHOPPING CENTER $0.9054 $0.9378 00.9480 $09480 $0.9489 00.9546 OFFICE - COMMERCIAL (< 100,000 SF) 00.3588 00.3716 $0.3757 $03757 00.3760 00.3783 OFFICE - GOVERNMENT 00.4106 00.4253 00.4300 00.4300 00.4304 $0.4330 OFFICE - HIGH RISE 00.3742 00.3876 00.3918 00.3918 00.3922 $0.3945 OFFICE - MEDICAL 00.3392 00.3513 00.3551 00.3551 $0.3555 $0.3576 OUTDOOR TENNIS COURT 03.9438 04.0849 $4.1294 04.1294 $4.1335 $4.1581 RACETRACK 00.7148 00.7403 00.7484 00.7484 00.7491 $0.7536 REGIONAL SHOPPING CENTER $0.4695 $04863 00.4916 $04916 $04921 $0.4950 RESORT HOTEL 00.3223 00.3339 00.3375 $03375 00.3378 $0.3399 RESTAURANT-FAST FOOD 03.9887 04.1314 04.1763 04.1763 04.1805 $4.2054 RESTAURANT - QUALITY $0.9208 $0.9537 00.9641 $09641 00.9651 $0.9708 RESTAURANT - SIT DOWN 02.1261 02.2021 $2.2261 $2.2261 $2.2283 $2.241 S & L - WALK IN $07722 00.7999 00.8086 00.8086 $0.8094 00.814 S&L - WITHDRIVETHRU 01.0637 01.1018 01.1138 $11138 01.1149 $1121 UNIVERSITY $0.3167 00.3281 00.3316 00.3316 00.3320 00.3340 ALL OTHER COMMERCIAL USES NOT IDENTIFIED ABOVE 00.2999 $0.3107 00.3140 1 00.3140 1 00.3143 00.3162 ALL OTHER INDUSTRIAL USES NOT IDENTIFIED ABOVE (NOTE 2) 00.2439 $02526 00.2553 . 00.2553 $0.2556 00.2571 NOTE 1: THIS CATEGORY OF LAND USE CONTAINS PM AND CM ZONED PROPERTY. NOTE 2: THIS CATEGORY OF LAND USE CONTAINS M AND PU ZONED PROPERTY. RE NO Appendix E - Page 9 of 16 City of Carlsbad Valuation Worksheet Building Division Expanded office 1,295 SF $141.76 .- SFD and Duplexes Residential Additions $169.50 $0.00 Remodels / Lofts $46.51 $0.00 Apartments & Multi-family $126.35 $0.00 Garages/Sunrooms/Solariums . $36.98 $0.00 Patio/Porch $12.33 $0.00 Enclosed Patio $20.03 $0.00 Decks/Balconies/Stairs $20.03 $0.00 Retaining Walls, concrete,masonry $24.65 $0.00 Pools/Spas-Gunite $52.39 $0.00 TI/Stores, Offices 1,295 $46.51 $60,230.45 TI/Medical, restaurant, H occupancies $64.72 $0.00 Photovoltaic Systems/ # of panels $400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System $4.01 $0.00 Air Conditioning - commercial $6.47 $0.00 Air Conditioning - residential $5.31 $0.00 Fireplace/ concrete, masonry $4,961.73 $0.00 Fireplace/ prefabricated Metal $3,373.05 $0.00 $0.00 $0.00 TOTAL 560,230.45 Valuation: $60,230 I CFD Comm/Res (CIR): C IEff Yes (PFF=1.82%) 0 No (PFF = 3.5%) Building Fee $45473 Land Use: Plan Check Fee $318.31 Density: Strong Motion Fee $13.00 Improve. Area: Green Bldg. Stand. Fee $1.00 Fiscal Year: Green Bldg PC Fee $170.00 Annex.Year: Factor: jLicense Tf QFfQ=)t1 f ense Tax/PFF (in 096.19 CREDITS PFF and/or CFD CFD Explanation: Plumbing $62.00 Mechanical $42.00 Electrical $41.00 Tr C— 1,2095 f 3,337f 2,%9q (4 GLc) 2cAoy uuk.r.t Crt o(Tf; (,iiSsç - t,000 (.3 > 2AcDT. cc,Q ?ropa: 'js1 \ Oi 1. 'I &OU ,csf• \ ( (11 t S Building Permit Finaled ( ,. $City of Carlsbad Revision Permit Print Date: 04/23/2020 Permit No: PREV2019-0217 Job Address: 2858 Loker Ave E, 200 Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revi5 Status: Closed - Finaled Parcel No: 2090832100 Lot U: Applied: 10/24/2019 Valuation: $ 0.00 Reference U: Issued: 12/26/2019 Occupancy Group: Construction Type B, S-i PermitFinal Close Out: U Dwelling Units: Bathrooms: Inspector: CRenf Bedrooms: Orig. Plan Check U: CBC2019-0326 Final Plan Check U: Inspection: Project Title: Description: NATIONAL TIRE WHOLESALE: 70 SF FOR (2) CANOPY (24.5 SF AND 45.5 SF) Owner: QUATTRO PARTNERS LLC II DELNORTE FARMS INC 1714 16Th St SANTA MONICA, CA 90404 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BLDG PLAN CHECK FEE $168.75 Total Fees: $ 203.75 Total Payments To Date: $ 203.75 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov Page 1 of 1 ( PLAN CHECK REVISION OR Development Services City of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check Number a201032 Plan Revision Number 'CV 70/9 -07JZ Project Address LO Ave vte S SLte 200 General Scope of Revision/Deferred Submittal: &frtO1S at two (2) coors. CONTACT INFORMATION: Name_1rrtvt Word Phone 70,931.1130 Fax Address 2524 tew&U RD&W( City_a&lrLSb&W Zip Email Address c& rrA,cw1 tecovstr wtov v. cov& Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Plans D Calculations Soils Energy Other 2. Describe revisions in detail 3. List page(s) where each revision is shown no -pLvs revsec - shop crtiw-vtgs for ccv.o-pLes (LtcLvo([itg 'gLveers stamp) - provc(ec here c&cT. 'o,-f+L 2 C-,u,P.iE Does this revision, in any way, alter the exterior of the project? 1?1 Yes fl No Does this revision add ANY new floor area (s)? E] Yes No Does this revision affect any fire related issues? E] Yes No Is this a complete set? El Yes [?S No £Signature Date 10/23/1 1635 Faraday Avenue, Carlsbad, CA 92008 Pt!: 760-602- 2719 Ex: 760-602-8558 Email: building@carlsbadcagov www.carlsbadca.gov EsGil A sAFEbuitrcompany DATE: 11/4/2019 U APPLICANT U JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0326.rev SET: I PROJECT ADDRESS: 2858 Loker Ave. E. #200 PROJECT NAME: NTW Canopy Revision The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. Lii The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Darrin Ward 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: Darrin Ward Telephone #: 760-931-1130 Date contacted: (by: ) Email: darrin@whiteconstructioninc.com Mail Telephone Fax In Person LII REMARKS: By: Jason Pasiut Enclosures: EsGil 10/28/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad CBC20 19-0326.rev 11/4/2019 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. PLANS Please clarify / coordinate the size of the canopies to match the approved plan. The approved plan show canopies that are 10' long by 24" deep and the deferred submittal canopy dimensions are 84" x 42". Update the statement of special inspection to state whether special inspections will be required for the titen anchors. . END OF REVIEW To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: E3 Yes D No 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 Jason Pasiut at Esgil. Thank you. Carlsbad CBC2019-0326.rev 11/4/2019 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0326.rev PREPARED BY: Jason Pasiut DATE: 11/4/2019 BUILDING ADDRESS: 2858 Loker Ave. E. #200 BUILDING OCCUPANCY: B, S-i BUILDING AREA Vakiahon Reg. VALUE PORI1ON (Sq. Ft), MuJtipller Mod. TI.derred..stbmittaI hDLI1yJt VIeW AirConditioring Fire Spnnklers TOTAL VALUE Jurisdiction code #N/A 1991 UBC Building Permit Fee I 1 1997 UBC Plan Check Fee .. . . TWe of Review r Complete Review r Structural Only f'fvôi V7- EsGil A SAFEbur Company DATE.: 11120/2019 JURISDICTION: Carlsbad PLAN CHECK #.: CBC20190326;rev U APPLICANT U JURIS. PROJECT ADDRESS: 2858 Loker Ave. E. #200 PROJECT NAME: NTW Canopy Revision . The plans transmitted herewith have been corrected where necessary and substantially compl with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's . codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list : and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. . El The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted (by: ) Email: Mail Telephone Fax In Person LI REMARKS: By: Jason Pasiut EsGil - 11/8/2019 Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 P CSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 Job#: I.iLV Page: I of Date: I17I1 Engineer: RV Nti CAt4opi lLb Ld& 4vt No SPE.OAL tMSP!CAbj As ThE MStAUAt OF 'T'tL' fl DI o 141k... S.Cl4guslss.M,/ 0 im I I—LI I I ZUC) I m m I LOKER CANOPY I SAN DIEGO RAILING CO P0 BOX 1481 Cl) I PINE VALLEY I - I 0 00 11 I Z C) J CUSTOMER: WHITE CUSTOM STEEL FABRICATORS CA 91962 LIC#791593 - i -I m I CONSTRUCTION I 619-954-4556 1(01 D =r CD zto CD m 4 w C) o-. — M ø 0 0) 0.0) fa ( PE o S o 3 €0 - —. oo — — 0. to NO CD ° — m C) LOKER CANOPY SAN DIEGO RAILING CO P0 BOX 1481 0) C:) 'rn m>r PINE VALLEY 0 co Z ni CUSTOMER: WHITE CUSTOM STEEL FABRICATORS CA 91962 LIC#791593 — — -I m CONSTRUCTION 6199544556 co 0 -U I- Vrt-1çj - CD r%) a X Q -ç -. M cs r CD m toC. OL o go x Cb c-* 0,0 CL w - 0 a CD cb (DCD 0. U) T vi Cb(11 Cb - 0 (1.s 6 in Cb - -ç c— 3m 0 m Nrt 0 (r fl- 0 0 o C) > 0 z ) CD CD C ri- mci) (DCD —I-- CL K 0 Vi Cb —Ic - CL (1 CD (-I- o o —U! (1- to x to - C.) I o a X Q co 0) ° C 0. -D a. CD I- - -40 to m - C, x x - x PL - Cup - CD ACDC 0. O.CD - CL w CD V CDC) (1)0 0 0 0 OCD CD CL CD 0 CD 0 (1) 0 -0 CA CD m U) p NO ° - - 0) m LOKER CANOPY SAN DIEGO RAILING CO P0 BOX 1481 Cl) PINE VALLEY 0 OD 5 1 CA CUSTOMER: WHITE CUSTOM STEEL FABRICATORS 91962 LIC#791593 -S z CONSTRUCTION 619-954-4556 (0