The URL can be used to link to this page

Home My WebLink About2251 RUTHERFORD RD; ; CBC2018-0459; Permit(ity of Carlsbad Commercial Permit Print Date: 12/20/2018 Job Address: 2251 Rutherford Rd Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Parcel No: 2120612000 Lot if: Applied: Valuation: $848,388.91 Reference if: Issued: Occupancy Group: Construction Type: Permit Finaled: if Dwelling Units: Bathrooms: Inspector: Bedrooms: Orig. Plan Check if: Final Plan Check if: Inspection Project Title: Description: DENSO: 18,241 SF T.I. OFFICE TO OFFICE (17,172 SF OFFICE/1,069 SF WAREHOUSE) Permit No: CBC2018-0459 Closed - Finaled 08/10/2018 09/26/2018 PBurn 12/20/2018 8:45:50AM Applicant: Owner: Contractor: MELISSA HANNER PACIFIC RESEARCH CENTER LP KENARD CONSTRUCTION CO INC 13280 Evening Creek Dr SAN DIEGO, CA 92128 3838 Camino Del Rio N, 300 1830 Gillespie Way, Ste 105 858-793-4777 SAN DIEGO, CA 92108 El Cajon, CA 92020-0922 619-596-7500 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE A-2 & A-3 Occupancies - TI GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MANUAL BUILDING PLAN CHECK FEE MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $6,639.35 Total-Payments To Date: $6,639.35 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. $3,084.00 $2,142.00 $242.00 $609.00 $170.00 $16.80 $104.00 $34.00 $237.55 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING DENGINEERING 0 BUILDING DFIRE DHEAI.Th DHAZMAT!APCD] Building Permit Application City of 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Cd1sbad email: building@carlsbadca.gov www.car$sbadca.gov Plan Check No.C{ OJ R —0451 Est. Value ff RJLf 689071 Plan Ck. Deposit 9100 / Date 0I 10 JOB i°4rtRESS t*t -otck CflXJ4I 5e/5PCL/UNr P. - O(I -2,2,0 - 00 CT/PROJECT # LOT C I PHASE C C OF 1lNrrS I I I C BEDROOMS C BATHROOMS TENANT BUSINESS NAME I )€X\C) CONSTR. TYPE I TI .T6 0CC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) EfCI I t 04 Jr'ovy rtcAuokr eAtO kCkfl(°i1 MtY An Yfl EXISTING USE c€ /& PROPOSED USE GARAGE (SF) I PATIOS (SF) I DECKS (SF) FIREPLACE AIR kSD#. NORI. CONDITIONING YESNOQ FIRE SPRINKLERS I YESNO APIPLIUNT NAME Primary Contact IROPER1YOWNDNAME ?cfc -t&jA AVcc..ç t L. ADDRESS r\v s, ADDRESS #fl,J3 CckCno rQA -O NYTh, * )O CITY STATE ZIP wi CITY , STATE ZIP PHON195 -'nt I PHONE —e'too FAX 'LO — EMAIL rkflt r1,) CCt -sc4 EMAIL ptc'rwtN . corn DESIGN PROFESSIONAL CONTRACTOR BUS. NATYIE •'UCttl?t•\ Pft7,fl ADDRESS ADDRESS 19W St. - '-C CITY STATE ZIP CITY STATE ZIP cl CA PHONE FAX PHONE l FAX AN611j 7190 EMAIL EMAIL fl STATE UC. C STATE UC.# -. ( 615689 CLASS B CITY BUS. LIC.# BL0S1241891 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to Construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permIt to file a sianed statement that he Is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commendIng with Section 7000 of DivIsIon 3 of the BusIness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any vIolation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the fullowing declarations: RI have and will maintain a certificate of consent to self4nsure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. I have and will maintain workers' compensation, as reaulred by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My workers' compensation insurance canter and policy number are: Insurance Co._State Compensation Insurance Fund PolicyNo. 923561018 Expiration Date _07/27/2019 section need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that in the performance of the work for which this permit Is Issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (5100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, lnteres,and-attocnes fees. CONTRACTOR SIGNATURE '-_(.0 _.,/OENT DATE 08/09/2018 I hereby affirm that am exempt from Contractor's license Law for the fo!Iowb'rg reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractofs License Law dons not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractors License Law). 0 I am exempt under Section _Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes [:]No I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone! contractors license number): I plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (Include name! address! phone! contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address / phone ! type of work): ..gPROPERTY OWNER SIGNATURE []AGENT DATE SE CTION i'i ii 8111.11 111-DING i ci'i i Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes I] No IS the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lenders Name Lenders Address I certify that I have read the application and state thatthe above information is correct and thatthe information on the plans isaccurate. I agree to comply with all City ordinances and State IawsreIatingto building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHk An OSHA permit is required for excavations over 61Y deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). LAPPLICANIS SIGNATURE \yY DATE / Permit Type: BLDG-Commercial Application Date: 08/10/2018 Owner: PACIFIC RESEARCH CENTER LP Work Class: Tenant Improvement Issue Date: 09/26/2018 Subdivision: PARCEL MAP NO 13194 Status: Closed - Finaled Expiration Date: 06/10/2019 Address: 2251 Rutherford Rd Carlsbad, CA 92008-8815 IVR Number: 13149 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/16/2018 11/16/2018 BLDG-85 T-Bar, 076349.2018 Cancelled System Administrator Reinspection Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 11/19/2018 11/19/2018 BLDG-85 T-Bar, 076388-2018 Partial Pass Michael Collins Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial at perimeter only Yes 11/21/2018 11/21/2018 BLDG-85 T-Bar, 076787-2018 Partial Pass Michael Collins Reinspection Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial at perimeter Only Yes BLDG-14 See notes on card Yes Frame-Steel-Bolting-Welding (Decks) 12/06/2018 12/06/2018 BLDG-Final 078138.2018 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 12/10/2018 12/10/2018 BLDG-Final 078337.2018 Partial Pass Paul Burnette Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No December 20, 2018 Page 2 of 3 E7 Permit Type: BLDG-Commercial Application Date: 08/10/2018 Owner: PACIFIC RESEARCH CENTER LP Work Class: Tenant Improvement Issue Date: 09/26/2018 Subdivision: PARCEL MAP NO 13194 Status: Closed - Finaled Expiration Date: 06/10/2019 Address: 2251 Rutherford Rd Carlsbad, CA 92008-8815 IVR Number: 13149 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 10/03/2018 10/03/2018 BLDG-21 071938.2018 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/10/2018 10/10/2018 BLDG-11 072604-2018 Passed Michael Collins Complete Foundation/Ftg/Pier 5 (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Shear wall at Rm 104 Yes BLDG-34 Rough 072605.2018 Partial Pass Michael Collins Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial walls, Rm. 100-108: 121-122, 124 & Yes Copy Rm. 10/16/2018 10/16/2018 BLDG-84 Rough 073343.2018 Passed Paul Burnette Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 10/19/2018 10/19/2018 BLDG-34 Rough 073663-2018 Passed Paul Burnette Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial walls, Rm. 100-108: 121-122, 124 & Yes Copy Rm. 10/24/2018 10/24/2018 BLDG-17 Interior 074062.2018 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/30/2018 10/30/2018 BLDG-24 074531.2018 Passed Paul Burnette Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/06/2018 11/06/2018 BLDG-17 Interior 075239-2018 Passed Paul Burnette Complete Lath/Drywall December 20, 2018 Page 1 0f3 RECORD COPY CCITY OF BC2O18.-04S9 CARLSBAD INSPECTION RECORD 2251 RUTHERFORD RD Building Division DENSO: 18.241 SF TI. OFFICE TO OFFICE (17 172 SF INSPECTION RECORD CARD WITH APPROVED OFFICE/1,069 SF WAREHOUSE) PLANS MUST BE KEPT ON THE JOB I CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION 2120612000 FOR BUILDING INSPECTION CALL: 760-602-2725 . 8/10/2018 OR GO TO: www Carlsbadca.gov/Building AND CLICK ON "Request Inspection" . CBC2018-04,59 DATE:—'t LJ. — h) - -•- ....-- .... YES NO IF MARKED 'YES", IT IS REQUIRED PRIOR TO ANY CONSTRUCTION Date Inspector Notes STORM WATER PRECON MEETING REQUIRED 760-602-2725 Mow 24 hours j IF MARKED "YES", APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING FINAj ** CYQ ED O, CARD i Fire Prevention 760-602-4660 Allow 48 hours iz/e Planning/Landscape 760-9448463 Mow 48 hours CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm Type of inspection Type of Inspection CODE f1IJIMá]I[e #11 FOUNDATION A'cZ. Date to/to 11 Inspector '4/ #3fiECTRIC UNDERGROUND 0 LIFER Date /o/ Inspector - #12 REINFORCED STEEL #34 ROUGH ELECTRIC! EVCHARGER #66 MASONRYPREGROIJT #33 0 ELEC SERVICE #320TEMPORARY 0 GROUT 0 WALL DRAINS . #35 PHOTOVOLTAIC #10 TILT PANELS #38 SIGNS #11 POUR STRIPS BLDG. FINAL #11 COLUMN FOOTINGS . - #41 UNDERGROUND DUCTS & PIPING Date Inspector #14 SUBFRAME 0 FLOOR 0 CEILING #15 ROOFSHEATHING . #44 o DUCT&PLENIJM 0 REF. PIPING #13 EXT. SHEAR PANELS . #43 HEAT-AIR COND. SYSTEMS #16 INSULATION . BLDG-FINAL #18 EXTERIOR LATH Date Inspector - #17 INTERIOR LATH & DRYWALL //__1_/ 7 #81 ''- . UNDERGROUND(11 122131)BLDG-FINAL AInsector #82 DRYWALL,EXT LATH, GAS TES (17,18,23)Sol -Date #22 C] SEWER & 81/CO 0 P1/CO #83 ROOF SHEATING,EXI SHEAR (13,15) YK #84 FRAME ROUGH COMBO (14,24,34,44) 'O/I. :- / ' #21 UNDERGROUND DWASTE 0 WTR 3 --/ 1 #85 T-Bar(14,24,34,44) #24 TOPOUT 0 WASTE DWIR '3o—'/X f4 BLDG- FINAL OCCUPANCY f2fJ-/3 #27 TUB,&SHQWER PAN JI;1 Date , nspector #23, DGASTEST OGASPIPINO A/S UNDERGROUND VISUAL ______ #25 WATER HEATER ' - A/S UNDERGROUND HYDRO /I28 SOLAR WATER A/S UNDERGROUND FLUSH BLDG-FINAL A/S OVERHEAD VISUAL IMIZ-1 MN #51 POOL EXCAV/STEEL Date Inspector A/S OVERHEAD HYDROSTATIC . A/S FINAL fljtj"i FI'\ --- #52 PLUMBING . . !/AROUGH-IN #53 ELEC/COND1JIT/WIRING F/AFINAL /3/ ho #54 EQUIPOTENTIAL BOND FIXED EXTINGUISHING SYSTEM ROUGH-IN #55 PREPLASTER / FENCE/ ALARMS FIXED EXTING SYSTEM HYDROSTATIC TEST J ,57GUNITE FIXED EXTINGUISHING SYSTEM FINAL BLDG- FINAL I ____________ MEDICAL GAS PRESSURE TEST ___________ MEDICAL GAS FINAL SEE BACK FOR SPECIAL NOTES EsGil A SAFEbui1t'Company DATE: 9/10/2018 JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0459 SET: II PROJECT ADDRESS: 2251 Rutherford Rd. PROJECT NAME: DENSO Office T. I. J }LICANT JURIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's 1 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. LII The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: ) Email: Mail Telephone Fax In Person REMARKS: By: David Yao Enclosures: EsGil 8/31/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuittCornpany DATE: 8/22/2018 Li APPLICANT LI JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0459 SET: I PROJECT ADDRESS: 2251 Rutherford Rd. PROJECT NAME: DENSO Office T. I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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: SCA Architecture 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: SCA Arch,esçure Telephone #: 868-793-4777 Date contacted: pltp (b() Email: brittanym@sca-sd.com M elephone Fax In Person LI REMAR By: David Yao Enclosures: EsGil 8/14/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2018-0459 8/2212018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2018-0459 JURISDICTION: City of Carlsbad OCCUPANCY: B/S USE: office/ warehouse TYPE OF CONSTRUCTION: IlIB ACTUAL AREA: T. I. 18241 sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: Y OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 8/10/18 ESGIL CORPORATION: 8/14/18 DATE INITIAL PLAN REVIEW PLAN REVIEWER: David Yao COMPLETED: 8/22/2018 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. City of Carlsbad CBC2018-0459 8/22/2018 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. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Showerheads 1.8 gpm @ 80 psi 2. When a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 1.8 gpm, or the shower shall be designed so that only one head is on at a time. CGC 5.303.3.3.2. 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. The structural calculation shows the beam support the door is VSL3-1/2x22. The panel plan and section A on sheet Si shows 3-1/2x18 VSL. Please check. Plans shall indicate that drinking fountains comply with Section ii B-602.9 as either: (if applicable) Located completely in an alcove, ~32" in width and ~!18" in depth. Positioned completely between wing walls. C) Positioned to not encroach into accessible pedestrian ways. City of Carlsbad CBC2018-0459 8/22/2018 The drinking fountain shall be a minimum of 18 inches in depth and there shall be clear and unobstructed knee space under the drinking fountain not less than 27 inches in height and 8 inches in depth, the depth measurements being taken from the front edge of the fountain. Additionally, there shall be toe clearance of 9 inches in height above the floor and 17 inches in height above the floor and 17 inches in depth from the front edge of the fountain. A side approach drinking fountain is not acceptable. Section 11 B-602. Drinking fountains shall be accessible to individuals who use wheelchairs and to those who have difficulty bending or stooping. This can be accommodated by the use of "hi-low" fountains. Section 11 B-211.2. Note on the plans that the drinking fountain(s) will comply with all applicable Title 24 provisions (bubbler height, etc.). Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 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: cbc18-0459 SET: I PLAN REVIEWER: Connor Reuss PLUMBING (2016 CALIFORNIA PLUMBING CODE) Please specify the area proposed on sheets P2.1 and P2.2. The bottom of the sheet indicates it is the first floor yet the box above the sheet number on the right-hand side indicates it is the second floor. 2. Cleanouts are required to be installed above all urinals. Please address. CPC 707.4 City of Carlsbad CBC2018-0459 8122/2018 Floors shall slope to the floor drain locations. Please detail on the architectural floor plans. CPC 418.5 Drinking fountains are required by CPC Table 422.1 for this occupancy type (if the occupant load exceeds 30. CPC 415.2). Review the requirements of this Table and provide as necessary. Note: If food is consumed indoors, water stations may be substituted for drinking fountains. CPC 415.2 The 1/2" cold water line to unisex is undersized. Please correct. Please specify if any other water fixtures in the building envelop that are connected to the 2" main water line. Note: For the water system data schedule on sheet P1.0, the net fixture unit total (51 GPM) cannot be used for sizing. Only the new fixture unit (74 GPM) can be used. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories (limited to 110 degrees! Energy Standards 11 0(c)(3) and (bathtubs, bidets, and showers (120 degrees/CPC 408.3, 409.4). Note: The water heater thermostat may not be used for compliance. All domestic hot water piping to have the following minimum insulation installed: 1/2" pipe (1/2" insulation); 3/4" pipe (1" insulation); 1"-1 1/2" pipe (1 1/2" insulation). CPC 609.11 & ES 150.00) Hot water recirculating loop systems requirements. Detail the following: The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. 10. Sanitary waste cleanouts are required in the following place. CPC 707.4: Upper terminal of the unisex bathroom Upper terminal of the kitchen sink in the break room MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Mechanical plans are sufficient as is. 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. City of Carlsbad CBC2018-0459 8/22/2018 PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) On the electrical plans themselves specify that the transformers in rooms 108, 116 & 120 are to be installed below the ceiling. What building steel is being used for the transformer electrodes? The transformer grounding electrode conductors are undersized. Please revise. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) The Energy is fine as submitted. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT City of Carlsbad CBC2018-0459 8/22/2018 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2018-0459 PREPARED BY: David Yao DATE: 8/22/2018 BUILDING ADDRESS: 2251 Rutherford Rd. BUILDING OCCUPANCY: B/S BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T. I. 18241 pr city 848,389 Air Conditioning Fire Sprinklers TOTAL VALUE 848,389 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance LIV Plan Check Fee by Ordinance [J Type of Review: Repetitive Fee Repeats 1 Complete Review LII Other E Hourly EsGil Fee E Structural Only Hr. @ * I $1,881.401 Comments: Sheet of / COVER SHEET Page 1 RAAM Development Inc. AUG 1 2018 ZJ COMMERCIAL TENANT IMPROVEMENT STRUCIIJRAL ANALYSIS OF MODERNFOLD DOOR SUPPORT BEAM DI VISION 2251 RUTHERFORD ROAD CARLSBAD, CA for KENARD CONSTRUCTION 9550 CUYAMACA ST STE 204 SANTEE, CA 92071 MVPauI Worland, MBA, P.E. Registered Pmfessional Engineer CA #49900. 10-Aug-18 Project ID: KENARD 42251 RUTHERFORD ROAD DENSO PER 2016 CALIFORNIA BUILDING CODE, ASCEISEI 7-10 Site Location: 33.1333N 117.3028W Occupancy Category I or II Seismic Design Categoryg WO = 0 psf Site Class = 0.422 Ip = 0 Ss= 1.06g S1= 1.58g Fa= FaSs = Fv= mm Sins = PaSs = 0.78 Sm1 = Fy81 = 0.443944 Sds 7J3Sins = 0 Sd1 = 20 * Smi = 2910.2703744 Pp = 1.6*Sds*lp*Wp = 0.0 pd WIND PARAMETERS Wind Speed = 0.85 Occupancy Calegozy = mph Importance Factor = 1.0 Exposuie = (1+K1*K2*K3) /OR/ 0 0 0 MC20wl P a &/67 Sc struuraI analysis and beam caics kenard 42251 Rutherford Road Carlsbad, CA DENS01 .ods If: Pap DVV Red RAW, Dmbpmot S.ri4c,s Emomr.MVP PPq*ct IONARD 4 Comm Stri.ICskI. PrsJ,ct 1D' IaXARD 4 Comm SC Ddw oneans TAEO1 crs LOAD SUh9dARY SmUCrURAL CAUIATIoNS STRUCTURAL NOTES APPENM SCMROF tNK1P4C WW I1MrrA1To - PtA NOTF Al dDsr — be& mddwwAmbyeam w Ut1KW walpft WW boon calm Im*td 421 Rtdeftd Raid C1id, QI. O99O1 -oft LOAD SUMMARY Page 1 DEVSERV Real Estate Development Services EngIneer. MVP Project: KENARD 4 COMM Structural Calculations Project ID: KENARD 4 COMM SC Date: 8/1012018 PER 2016 CALIFORNIA BUILDING CODL ASCE/SEI 7-10 STATIC VERTICAL LOADS roof slope: 0/12 (NOTAPPLICilBLE - SUPPORTSTRUCFURE BY OTHERS) modemfotd door system gross weight 23420 per mfr. maximum allowable deflections of support beam under service loads = 0.125 in 12' ec structural analyals and beam cake kenard 42251 Rutherford Road Carlsbad. CA DENSOI .ods auSu* ir 40 MMOM LJI 4 3W MAOMOM flT Cf It CA - LOAD SUMMARY Page 3 SEC 359 Per equMdmtIalforceprocethwe Section 118.- 33.1333 N 117.3028W elev I or 11 D WP= 2342LBS Ip= 1 1.098g 0.422 g 1.06 1.58 1.165 0.666 0.777 0.444 2910.2703744 1 >wind load 950# ok sthink cWIND CONTROLS Site Location: Occupancy Category Seismic Design Category Site Class = D Ss SI = Fa = Fv = Sms= PaSs = Sm1= FvS1 = Sds= 2/3 0 Snis= SdI= 2/3*Sm1= Pp = 1.6Sds*1p*Wp = REFERENCE 278 FT Ti-I T11.6-1 Sect 11.4.2 F 22-3 F22-4 TI 1.4-1 111.4-2 eq 11.4-1 eq 11.4-2 eq 11.4-3 eq 11.4-4 eq. 13.3-2 sc structural analysis and beam cabs kenard 4 2251 Rutherford Road Carlsbad, CA DENSOI .ods ()Sol" Cascade Single 3-112" x 22" VERSA-LAM® 2.0 3100 DF F80I(1) (Floor Beam) BC CALC® Member Report Dry I span I No cant. August 10,201809:43:42 Build 6578 Job name: File name: Address: Description: City, State, Zip: Specifier Customer: Designer: M V Worland Code reports: ESR-1040 Company: Raam Development Inc. 04 BI 19°l 132 Total Horizontal Product Length 1940-01 Reaction Summary (Down I Uplift) (lbs) Bea.inq Live Dead Snow Wind Roof Live B1,3-112" 2371/0 B2,3-1/2" 349/0 Load Summary Live Dead Snow Wind Roof TributarY Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (b/ft) L 00-00-00 19-00-01 Top 20 00-00-00 I Unf. Lin. (lb/fl) 1 01-00-00 02-00-00 Top 2342 Ma Controls Summary value % Allowable Duration Can Location Pos. Moment 2989 ft-lbs 4.9% 90% 0 02-00-00 End Shear 2329 lbs 17.7% 90% 0 02-01-08 Total Load Deflection L/999 (0.02) n\a n\a 0 08-06-15 Max Defi. 0.02& V na na 0 08-06-15 Span/Depth 10.1 %Adow %Aliow Bearing Supports oim. Value Support Member Material BI Wall/Plate 3-1/2" x 3-1/2" 2371 lbs na 26.8% Unspecified 82 Wall/Plate 3-112" x 3-112" 349 lbs n\a 3.8% Unspecified Notes Design meets Code minimum ([1240) Total load deflection criteria. Design meets arbitrary (0.125") Maximum Total load deflection criteria. Disclosure calculations assume member is fully braced. analysis s . BC 'ALC® based on IBC 2009 (iSO of the Boise Cascade Software is subject tD the temis of the End User Design based 00 Dry Service C00d1tl0fl License Agreement (ELLA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to an, its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code-accepted design properties and anaPysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain lnstalation Guide or ask questions, please cal (800)232-0788 before installation. BC CAIC®, BC FRAMERS ALUOISTe, BC RIM BOARD, BCE, BOISE GLULAMIW, BC FIoorVabi, VERSA-LAM, VERSA-RIM PLUS®, P.0.1 Of I ()Bolse Cascade — Single 3-112" x 22" VERSA-LAM® 2.0 3100 DF F1301 (11) (Floor Beam) BC CALC® Member Report Dr Ii span I No cant. August 10, 2018 09 ____ Build 6578 Job name: File flame: Address: Description: City, State, Zip: Specifier: Customer: Designer: M V Wortand Code reports: ESR-1040 Company: Raam Development, Inc. -----4 BI l9O1 62 Total Horizontal Product Length a 1940-01 Reaction Summary (Down I Uplift) ( Bearing Live BI, 3-1/2" B2, 3-1/2" 1359/0 Load Summary Live Dead Snow Wind Rod TributaryLoad Live Tag Description Load Type Ref. St End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/It) 1 00-00-00 194)0-01 Top 20 00-00-00 I Unf. Lin. (lb/It) L 09-00-00 10-00-00 Top 2342 na Controls Summary value % Allowable Duration Case Location Pos. Moment 11424 ft-lbs 18.6% 90% 0 09-06-00 End Shear 13181bs /10.0% 900/0 0 02-01-08 Total Load Deflection L99 (0.09) ( na Ma 0 09-06-00 Max Dell. 0.095" V n\a nSa 0 094)6-00 Span I DePth 10.1 %Ailow %Allow Bearing Supports Dim. (LAW) Value Support Member Material 81 Wall/Plate 3-1/2"x3-1/2" 13601bs nSa 14.8% Unspecified B2 Wall/Plate 31/2M x 3-1/2" 1359 lbs nSa 14.8% Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets arbitrary (0.125") Maximum Total load deflection criteria. Disclosure C ons assume is m bra BC CALC® analysis is based on IBC 2009.subject Use of the Boise Cascade Software is to User Design based on Dry Service Condition. Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products rraist be in accordance with current Installation Guide and applicable building codes To obtain Installation Guide or ask questions, please ca (800)232-0790 before installation. BC CALO®, BC FRAMER® MS. At.LIOIST® , BC RIM BOARDT1 , BCI®, BOISE GLU1.AM', BC FloorVakie®, VERSA-LAM®, VERSA-RIM PLUS®, Paw 1 of 1 SAN DIEGO REGIONAL OFFICE USE ONLY HAZARDOUS MATERIALS RECORDIDO PLAN CHECK 0 QUESTIONNAIRE BPDATE I I Busin aS Name Busines contact Telephone # VV IOf - oco Pro city City Stiad Slate Zip Code Ail 01 Oo(- W- 00 MaIlin Address , City State Zip Code Plan File# Project Contact Applicant E-mail Ocj.Jr o_ , Telephone .# eflO-tttrn rr (M) 2H - laorop me roirowing questions represent ;ne Taclilty's activItIes, NOT the specific project description. PART I FIRE OEPARTMPWT - WA7ARnntin MTcPIhI A fllViItPJ flrrliohPjr'V t'i AicIt'AflrtII In .l h. . ,.h. ..hkI.. bk..r4l.d applicant must contact the Ffre Protection Agency with jurisdiction prior to plah subitlèi. - Occupancy Rating: Facility's Square Footage (including proposed project): g 00 Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 1 ith Hazards Flammable/Combustible Liquids 7. Pyrophorlcs 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives Call (858) 505.6700 prior to the issuance of a building permit FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 Iff is your business listed on the reverse side of this form? (check all that apply). 0 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 Ef Will your business store or handle Hazardous Substances in quantities greater then or equal to 55 gallons, 500 pounds and/or 200 cubic feel? 0 Ef Will your business store or handle carcinogens/reproductive toxins In any quantity? 0 Will your business use an existing or Install an underground storage tank? 0 Will your business store or handle Regulated Substances (CalARP)? 0 19r Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 2r Will your business store petroleum In tanks or containers at your faTcility with a total facility storage capacity equal to I the anSwr to a Diego, CA 92123 CeIARP Exempt Date InhtIa1 CaiARP Required Date Initials CalARP Complete Date InlUals PART lii AN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD.1, Any YES answer requires a stamp from APCD 10124 Old Grove Road San Diego, CA 9213.1 apco dcgMv.ca.goy (858) 586-250). No stamp requlredifQl Yes Q3 Yes O4Q6No). The following questions are intended to Identify the majority of air poilution Issues at the planning stage Projects may require additional measures not identified by these questions For comprehensive requirements contact APCD Residences are typically exempt except those with more than one building' on the properly single buildings with more than four dwelling units lownhomes condos mixed commercial use deliberate bums residences forming pad of a larger project I Excludes garages & small outbuildings YES NO t 0 Will the project disturb 160 square feet or more of existing building materials? 0 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 9 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 10 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (wiew.sdapcd.org/jnfo/facjs/pennitspdfl for typical equipment requiring an APCD permit. D A (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1.000 feet of a school boundary Briefly describe business activities: Briefly describe proposed project: mbedtikd.eIe.cfrc,'u'rc It acdu,are o Pok.,jrre R+L) 11 4r. Ji .1- I declare under penalty of peijury that to the best of my knowledge and belief I e responses made herein are true and correct. er 5 r'q 4r3p 1 09 /Z'/' Nam'of Owner or Authorized Agent Slgnth6re of Owner orAhtorlzed Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-1IMD' APCD COUNIY.HMD APCD COUNTY-HMD APCD A stamp in mis oox oniv exempis ousinesses Trom completing or updating a Hazardous Materials Business Plan, Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEN - Hazardous Materials Division el 9550 Waples Street, Suite 125 San Diego, CA 92121 ENVIROCHECK Tel: (858) 622-1222 YOUR ENVIRONMENTAL SOLUTION Fax. (858) 622-1200 www.envirocheck.com TESTING (800) 665-7586 NVLAP Lab Code: 200973-0 Inspection Date: 8/15/2018 Report Date: 8/16/2018 Limited Asbestos Surve Customer: Dentt Properties Inc. Job Location: 2251 Rutherford Attention: Jeremy Dentt Carlsbad, CA 92008 3838 Camino Del Rio North #300 San Diego, CA 1.0 Introduction/ Laboratory Summary: This report presents the analytical results of the Limited Asbestos Survey performed on the subject property listed above by Envirocheck, Inc. Please read entire report prior to initiating any action. The sampled materials that exceeded the EPA level of 1% and/or the Cal-OSHA level of 0.1% and/or found as Trace for asbestos content were: None Positive Results: # Location Material Notes Total % Asbestos Types of Asbestos Friable Condition Sq. Ft.* Present No asbestos detected in the samples tested Negative Results: # Location Material Notes Office 2 Drywall Mud N/A 2 Break Room Drywall Mud N/A 3 Main Room 1 Drywall Mud N/A 4 Utility Room Drywall Mud N/A 5 Main Room 3 Drywall Mud N/A 6 Hallway 1 Drywall Mud N/A 7 Main Room 4 Drywall Mud N/A 8 Break Room Drywall & Mud N/A Composition 9 Office 4 Drywall & Mud N/A Composition 10 Main Room 3 Ceiling Tile N/A 11 Main Room 3 Ceiling Tile N/A 12 Office 12 Ceiling Tile N/A 13 Main Room 1 Ceiling Tile N/A • 14 Office 12 Ceiling Tile N/A 15 Main Room 1 Carpet Adhesive N/A Women's Rest Room Fiberglass 16 (Front) Reinforced Paneling N/A Adhesive 17 Front Break Room Vinyl Base Cove N/A 18 Front Break Room Vinyl Base Cove N/A Adhesive 19 Women's Rest Room Vinyl Base Cove N/A (Front) Women's Rest Room Vinyl Base Cove • 20 (Front) Adhesive N/A 21 Men's Rest Room (Front) Vinyl Base Cove N/A 22 Men's Rest Room (Front) Vinyl Base Cove N/A Adhesive 23 Front Break Room Vinyl Sheet N/A Flooring 24 Front Break Room Vinyl Sheet N/A Adhesive 24.1 Front Break Room Leveling Compound N/A Women's Rest Room Vinyl Sheet 25 (Front) Flooring N/A Women's Rest Room Vinyl Sheet 26 (Front) Adhesive N/A 27 Office 6 Carpet Adhesive N/A 28 Office 6 Vinyl Composition N/A Tile 29 Office 6 Vinyl Floor Mastic N/A 30 Main Room 3 Carpet Adhesive N/A 31 Main Room 3 Vinyl Composition N/A Tile 32 Main Room 3 Vinyl Floor Mastic N/A 33 Office 12 Vinyl Composition N/A Tile 34 Office 12 Vinyl Tile Adhesive N/A ***Not covered by NYLAP accreditation 2.0 Background, Sampling Protocol, and Test Methods Testing by: I P.J. Rosenquist, CAC# 17-6002 I Engaged by Representative: Survey by: I Michael Powers, CAC# 11-4750 I Purpose of inspection: Purpose of inspection was to test certain building materials that will be impacted due to planned renovation. I Structure: Commercial I Exterior: Concrete Tilt-up I Roof: Flat Occupied?: Exterior Condition: I Good Roof Condition: Good Year Built: Exterior Debris Pile(s): INo I No. of Stories: Debris Pile Location(s): IN/A I Approx. SQ FT: Debris Pile Size: IN/A Foundation: Slal Debris Pile Contents: IN/A Air Handling: I HVA . Envirocheck personnel identified all accessible and recognizable types of suspect ACM and PACM that were anticipated to be impacted by the renovation or demolition. Suspect materials which were not anticipated to be impacted were not sampled. The samples were submitted to Envirocheck's in-house laboratory, located at 9550 Waples Street, Suite 125, San Diego, CA 92121 The inspector performed an inspection for suspect asbestos containing materials listed above following the provisions of 40 CFR Part 763.86. The inspector is Cal/OSHA certified and conformed to procedures outlined in the EPA Building Inspector Course. Modified AHERA (Asbestos Hazard Emergency Response Act) sampling methods and protocols were used. Each asbestos sample collected was analyzed utilizing the method specified in Appendix A, Subpart F, 40 CFR Part 763, Section 1, Polarized Light Microscopy (PLM) Method by a NVLAP-certified Laboratory. General Recommendations: Periodic surveillance for materials found in Good Condition As applicable, materials found to be in Good Condition can be left and managed in place under a proper Operations and Maintenance (0 & M) Plan Repair or removal for materials found in Damaged Condition Removal for materials found in Significant Damage Removal prior to renovation or demolition activities that may cause disturbance Prior to any renovation or planned disturbance of any ACM, the contractor should be furnished with a copy of this survey report Notice 1: According to AHERA, 40 CFR, 763.87 (c)(1),(2) - A homogeneous area is considered not to be Asbestos Containing Material (ACM) only when all required samples collected from a homogeneous area indicate levels below regulated limits and a homogeneous area is considered ACM when at least one of the required samples collected indicates levels above regulated limits. Notice 2: Cal-OSHA (DOSH) defines asbestos containing construction materials (ACCM) as manufactured materials containing asbestos in amounts greater than 0.1% by weight. Cal-OSHA requires that contractors be registered with DOSH when disturbing ACCM. Note that if 'any level" of asbestos is detected, Cal-OSHA still requires applicable worker protections, training, communication, notification and engineering controls in accordance with CCR Title 8 Section 1529, even if it is determined to be less than or equal to 0. 1 01co asbestos by weight, however the contractor would not be required to be "registered" with DOSH if the level is at or below 0.1% asbestos by weight. The EPA defines asbestos containing materials (ACM) as materials containing asbestos in amounts greater than 1%. Polarized Light Microscopy (PLM) analysis has a limit of quantification of <1%. PLM samples determined to contain levels of less than 1% can be presumed to contain levels greater than 1% or can be submitted for 400 point count for a more accurate result (Limited to a qualified <1%). In order to determine if materials are less than 0.1%, the 1000 point count method and/or Transmission Electron Microscopy (TEM) method will be needed to determine levels with quantification limits of a minimum of 0.1% in accordance with EPA/600/R-93/116. The 400 point counting method assists in determining proper waste handling and appropriate jurisdiction of regulatory agencies (such as: EPA, NESHAP, APCD, AQMD) and cannot be used to determine DOSH registration requirements (where a combination of 1000 point counting and/or TEM analysis will be required as per EPA 600/93-RJl 16 Method). Request for additional types of analysis must be made by the client and additional analytical costs will apply. Notice 3: Asbestos NESHAP Requirement to Perform Point Counting (May 8, 1991)— This applies to all regulated asbestos containing materials as defined in 40 CFR Section 61.141. "First, a sample in which no asbestos is detected by polarized light microscopy (PLM) does not have to be pointed counted. However, a minimum of three slide mounts should be prepared and examined in their entirety by PLM to determine if asbestos is present. This process should be carefully documented by the "Second, if the analyst detects asbestos in the sample and estimates the amount by visual estimation to be less than 10%, the owner or operator of the building iy (1) elect to assume the amount be greater than 1% and treat the material as asbestos-containing material or (2) require verification of the amount by point "Third, if a result obtained by point count is different from a result obtained by visual estimation, the point count result will be used." It is the responsibility of the building owner, operator, and/or owner representative to determine the desired course of action and communicate the information the relevant parties and request the laboratory to perform additional point count analysis as applicable. Point count laboratory analysis is not part of the ndard procedure of PLM analysis and is considered an additional service. Note: Interpretations of the regulatory language regarding wall system (i.e., drywall, gypsum board, wallboard, plaster and stucco) multi-layer composite sampling vary, therefore, it is important to be familiar with the local NESHAP (San Diego County APCD) enforcement and local OSHA enforcement agencies' Individual interpretations of the standards to avoid citation and fines. 4.0 Asbestos-Related Terms - Asbestos Hazard Emergency Response Act (Regulates school facilities) RA - Asbestos School Hazard Reauthorization Act (Includes public and commercial buildings under AHERA regulation) - Asbestos Containing Materials (Materials containing greater than one (1) percent by weight) ACCM - Asbestos Containing Construction Materials (CAL-OSHA's term for materials containing greater than one tenth of one (0.1) percent by weight) PACM - Presumed Asbestos Containing Materials (Materials considered asbestos containing without laboratory analysis) CAC - Certified Asbestos Consultant (State of California certified individual allowed to perform all aspects of asbestos related inspection, management, planning, and design work and to direct CSST(s) and review and execute asbestos reports under state law) CSST -Certified Site Surveillance Technician (Allowed to perform all aspects of asbestos related inspection, management, and work under the direction of a CAC) CAL-OSHA a.k.a. (DOSH) Division of Occupational Safety and Health (California governing body regulating worker protection) OSHA - Occupational Health and Safety Administration NIOSII - National Institute of Occupational Safety and Health EPA - Environmental Protection Agency (Regulates environment and waste stream) DOT - Department of Transportation HAP - National Emissions Standards for Hazardous Air Pollutants ID - Air Quality Management District (Local division of NESHAP) AP - National Voluntary Laboratory Accreditation Program - American Industrial Hygiene Association - Code of Federal Regulations —California Code of Regulations - Polarized Light Microscopy (also known as "Bulk" sample) - Phase Contrast Microscopy - Transmission Electron Microscopy ) - Air Pollution Control District (Local division of NESHAP) .1 Laboratory Report Terms - None Detected - Area Sample (Air monitoring) A - Area After (Clearance type sample) - Personal Sample (Employee monitoring type sample) X - Excursion (Employee monitoring type of sample during peak activities) K - Blank (Used for quality assurance) race - Asbestos was detected in the PLM analysis, but not in the point count. egative - No asbestos detected, however it doesn't mean that there isn't any asbestos. 4.2 Laboratory Accreditation TESTING Af r contact Envirocheck. 5.0 Limitations The findings set forth in this report are strictly limited to the time, date and scope of the investigation. The results presented in this report are based on the analytical testing performed by the certified laboratory. The results from the sampled locations are representative of the entire homogeneous material/areas and not just the locations sampled. According to AHERA, 40 CFR, 763.87 (c)(1),(2) - A homogeneous area is considered not to be Asbestos Containing Material (ACM) only when all required samples collected from a homogeneous area indicate levels below regulated limits and a homogeneous area is considered ACM when at least one of the required samples collected indicates levels above regulated limits. This report does not guarantee that all inaccessible, hidden, or indistinguishable materials will be identified or sampled. Samples were limited to the materials and locations listed on the chain of custody. Materials/areas that were not sampled shall be presumed to be asbestos containing until proven otherwise by appropriate sampling procedures. Square footages are estimates only and should not be used for bidding purposes. Certified Asbestos Consultant Signature y individual performing services as an asbestos consultant or site surveillance technician as referenced and defined in section 1529(b) of Title 8 of the tifornia Code of Regulations must be certified by the State of California, Division of Occupational Safety and Health (DOSH). Asbestos consultant shall intain copies of AHERA training certificates for management planner, abatement project designer, abatement contractor and supervisor, and all subsequent ival refresher courses. The complete abatement project designer course certificate is only required for certifications provided after July 1, 1994. Site veillance technician applicants shall maintain copies of AHERA training completion certificates for inspector, and abatement contractor and supervisor, and subsequent annual refresher courses. Certificates for abatement worker and abatement project designer may be utilized in lieu of the abatement contractor 1 supervisor certificate. Specific qualifications are required pursuant to section 1529(o) of Title 8 of the California Code of Regulations for certification. e educational qualifications, (diploma, official transcript, or other proof), and qualifying work experience as specified in Business and Professions Code tions 7184 and 7185 have been met by the individual(s) performing asbestos related consulting activities or activities Qualifying work experience includes hnical work associated with asbestos consulting activities. Written site surveillance technician references attesting to the applicant's qualifying work erience which are certified under the penalty of peijuiy as required. Michael Powers, CAC# 11-4750 NO 1501 ENV1R0cHIECK )OUR ENVJROHMENfM. SOLUTION 9550 Waples Suite 125 rK 71iLs 15)® 'Tel: (858) 622-1222 TESTING r Fax: (858) 622-1200 NVLAP Lab Code: 200973-0 www.envirocheck.com Asbestos Laboratory Report, Page 1 of 4 (800)6.65-7586 Sample Reception Date: 08/15/2018 Customer: Dentt Properties Inc. Job Location: 2251 Rutherford Attention: Jeremy Dentt Carlsbad, CA 92008 3838 Camino Del Rio North #300 San Diego, CA 2118080488 2118080489 2118080490 2118080491 2118080492 2118080493 2118080494 2118080495 2118080496 2118080497 Sample# 1 2 3 4 5 6 7 8 9 10 Asbestos No No No No No No No No No No Total N.D. N.D. N.D. N.D. N.D. N.D. N.D. N.D. N.D. N.D. 1° Type 2° Type 3° Type. Location Office 2 Break Room Main Room I Utility Room Main Room 3 Hallway I Main Room 4 Break Room Office 4 Main Room 3 Material Drywall Mud Drywall Mud Drywall Mud Drywall Mud Drywall Mud Drywall Mud Drywall Mud Drywall & Mud Drywall & Mud Ceiling Tile Composition Composition Notes Color White White White White White White White White White Light-Gray Homogeneous Yes Yes Yes Yes Yes Yes Yes No No Yes Materials: Minerals x x x x x x x x x x Calcite x x x x x x x x x x Gypsum x x x Mica x Perlite x. x x x x x x x x x Plastic Paint White Tan Yellow White White White White Tar Cellulose <1% <1% <1% <1% <1% <1% <1% 2% 2% 55% Fiberglass <1% <1% 35% Synthetic Fib. Other I ' Paper Paper Other 2 Comments! Method None None None None None None None None None - None Departures Analysis: 08/16/2018 Analyst: j24' c'2o7A-:/. Admin QC by: KK Jeff Conkel Lab QC by: JC Samples were analyzed by the "Interim Method for the Determination of Asbestos in Bulk Insulation Samples", EPA-600/M4-82-020, and EPA/600/R-9311 16. The limit of detection for asbestos is <1% by weight, and the limit of quantification is 1.0% or greater by weight. The State of California defines an asbestos-containing construction material as having more than 0.1% asbestos by weight. All samples are disposed of within 30 days unless the customer requests otherwise. This report shall not be reproduced except in full, without the written approval of the laboratory. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, N 1ST, or any agency of the federal government. Test results relate only to the items tested. Asbestos percentage obtained through calibrated visual estimate. Components of inhomogeneous samples not analyzed separately unless listed as a sub-sample. ""Various sample locations combined for composite purposes. """Not covered by NVLAP accreditation. PLM Report 250T univ ver 1.4, RAM 7/23/2018 ENVIROCH1ECK VOUR 5NIROtlMENrASOLUTION 9550 Waps Street, Suite 125 San Diego, CA 92121 Tel: (858)622-1222 TESTING Fax: (858) 622-1200 NVLAP Lab Code: 200973-0 www.envirocheck.com Asbestos Laboratory Report, Page 2 of 4 (800) 665-7586 Sample Reception Date: 08/15/2018 Customer: Dentt Properties Inc. Job Location: 2251 Rutherford Attention: Jeremy Dentt Carlsbad, CA 92008 3838 Camino Del Rio North #300 San Diego, CA 2118080498 2118080499 2118080500 2118080501 2118080502 2118080503 2118080504 2118080505 2118080506 2118080507 Sample# 11 12 13 14 15 16 17 18 19 20 Asbestos No No No No No No No No No No Total N.D. N.D. N.D. N.D. N.D. N.D. N.D. N.D. N.D. N.D. 10 Type 2° Type 30 Type Location Main Room 3 Office 12 Main Room I Office 12 Main Room I Women's Rest Front Break Front Break Women's Rest Women's Rest Room (Front) Room Room Room (Front) Room (Front) Matérial Ceiling Tile Ceiling Tile Ceiling Tile Ceiling Tile Carpet Fiberglass Vinyl Base Vinyl Base Vinyl Base Vinyl Base Adhesive Reinforced Cove Cove Adhesive Cove Cove Adhesive Paneling Adhesive Notes Color Light-Gray Light-Gray Light-Gray Light-Gray Yellow Yellow Black Yellow Brown Off-White Homogeneous Yes Yes Yes Yes Yes Yes No No No No Materials: Minerals x x x x x x x x x x Calcite x x x x x x Gypsum Mica Perlite x x x x Plastic x x Paint White White White Tar Cellulose 50% 45% 45% 45% <1% <1% <1% <1% <1% Fiberglass 30% 35% 40% 40% <1% Synthetic Fib. Other I Other 2 Comments/ Method None None None None None None None None None None Departures Samples were analyzed by the'Interim Method for the Determination of Asbestos in Bulk Insulation Samples", EPA-600/M4-82-020, and EPA/6001R-93/1 16. The limit of detection for asbestos is <1% by weight, and the limit of quantification is 1.0% or greater by weight. The State of California defines an asbestos-containing construction material as having more than 0.1% asbestos by weight. All samples are disposed of within 30 days unless the customer requests otherwise. This report shall not be reproduced except in full, without the written approval of the laboratory. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, N 1ST, or any agency of the federal government. Test results relate only to the items tested. Asbestos percentage obtained through calibrated visual estimate. Components of inhomogeneous samples not analyzed separately unless listed as a sub-sample. Various sample locations combined for composite purposes. Not covered by NVLAP accreditation. PLM Report 250T univ ver 1.4, RAM 7/23/2018 ENVIROcHEcK 'OUR Et4YIRQNME'uAL SOLUTION 9550 Waes Street Suite 125 San Diego, CA 92121 Tel: (858) 622-1222 TESTING Fax: (858) 622-1200 NVLAP Lab Code: 200973-0 www.envirocheck.com Asbestos Laboratory Report, Page 3 of 4 (800) 665-7586 Sample Reception Date: 08/15/2018 Customer: Dentt Properties Inc. Job Location: 2251 Rutherford Attention: Jeremy Dentt Carlsbad, CA 92008 3838 Camino Del Rio North #300 San Diego, CA 2118080508 2118080509 2118080510 2118080511 2118080511 2118080512 Sub-sample 2118080513 2118080514 2118080515 2118080516 Sam pie # 21 22 23 24 24.1 25 26 27 28 29 Asbestos No No No No No No No No No No Total N.D. N.D. N.D. N.D. N.D. N.D. N.D. N.D. N.D. N.D. 1° Type 2° Type 3° Type Location Men's Rest Men's Rest Front Break Front Break Front Break Women's Rest Women's Rest Office 6 Office 6 Office 6 Room (Front) Room (Front) Room Room Room Room (Front) Room (Front) Material Vinyl Base Vinyl Base Vinyl Sheet Vinyl Sheet Leveling Vinyl Sheet Vinyl Sheet Carpet Vinyl Vinyl Floor Cove Cove Adhesive Flooring Adhesive Compound Flooring Adhesive Adhesive Composition Mastic Tile Notes Color Brown Clear, White Beige Yellow Gray Beige Yellow Yellow Light-Gray Black Homogeneous No No No No No No No No No No Materials: Minerals x x x x x x x x x x Calcite x x x x x x x x x x Gypsum Mica Perlite Plastic x x x x Paint Tar x Cellulose <1% <1% <1% <1% <1% 100% 5% <1% <1% 5% Fiberglass 5% 5% 2% Synthetic Fib. 5% Other I Other 2 Comments! Method None None None None None None None None None None Departures Samples were analyzed by the 'interim Method for the Determination of Asbestos in Bulk Insulation Samples, EPA-600/M4-82-020, and EPA/600/R-93/1 16. The limit of detection for asbestos is <1% by weight, and the limit of quantification is 1.0% or greater by weight. The State of California defines an asbestos-containing construction material as having more than 0.1% asbestos by weight. All samples are disposed of within 30 days unless the customer requests otherwise. This report shall not be reproduced except in full, without the written approval of the laboratory. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the federal government. Test results relate only to the items tested. Asbestos percentage obtained through calibrated visual estimate. Components of inhomogeneous samples not analyzed separately unless listed as a sub-sample. **Various sample locations combined for composite purposes. Not covered by NVLAP accreditation. PLM Report 250T univ ver 1.4, RAM 7/23/2018 ENVIROCHECK YOUR ENVIR0t4MY.ML VOLUTION Wr 9550 Waps Street Suite 125 San Diego, CA 92121 Tel: (858) 622-1222 TESTING Fax: (858) 622-1200 NVLAP Lab Code: 200973-0 www.envirocheck.com Asbestos Laboratory Report, Page 4 of 4 (800) 665-7586 Sample Reception Date: 08/15/2018 Customer: Dentt Properties Inc. Job Location: 2251 Rutherford Attention: Jeremy Dentt Carlsbad, CA 92008 3838 Camino Del Rio North #300 San Diego, CA 2118080517 2118080518 2118080519 2118080520 2118080521 Sample # 30 31 32 33 34 Asbestos No No No No No Total N.D. N.D. N.D. N.D. N.D. 1° Type 2° Type 3° Type. Location Main Room 3 Main Room 3 Main Room 3 Office 12 Office 12 Material Carpet Vinyl Vinyl Floor Vinyl Vinyl Tile Adhesive Composition Mastic Composition Adhesive Tile Tile Notes Color Yellow Light-Gray Black White Yellow Homogeneous No No No No No Materials: Minerals x x x x x Calcite x x x x x Gypsum Mica Perlite Plastic x x Paint Tar x Cellulose <1% <1% 3% <1% <1% Fiberglass Synthetic Fib. Other I Other? Comments/ Method None None None None None Departures Samples were analyzed by the "Interim Method for the Determination of Asbestos in Bulk Insulation Samples", EPA-600/M4-82-020, and EPN600IR-931116. The limit of detection for asbestos is <1% by weight, and the limit of quantification is 1.0% or greater by weight. The State of California defines an asbestos-containing construction material as having more than 0.1% asbestos by weight. All samples are disposed of within 30 days unless the customer requests otherwise. This report shall not be reproduced except in full, without the written approval of the laboratory. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, N 1ST, or any agency of the federal government. Test results relate only to the items tested. Asbestos percentage obtained through calibrated visual estimate. Components of inhomogeneous samples not analyzed separately unless listed as a sub-sample. **Various sample locations combined for composite purposes. ""Not covered by NVLAP accreditation. PLM Report 250T univ ver 1.4, RAM 7/23/2018 ..p sosoflq 419 so PW .(q POPS $Io.o5j .eQCf IPWAQ.),Pgo, 'w oo.' or 80) Aep so so pug 4qpop.o,d F..sj 0004 Aep ..o.oq MOOJO po. Qp.eposd 5)fl0)5 4e PON IIo00 4.p0.ssonq •0e0 OI 0)4 EPIOQ q0) £q p.o000. .q s.no .id.0.$ Aq os..g Ajojwoqe 04) Aq sadwajo wuojdoe pue ;d)eai uOdn 8p018 '.'V'j :suoflJujea V )C) (J rj) ewij punoieuinj. p as a Y21i as ci a a 1 Aqasuqj punoq oj seo46epuo 70w0q upjo aemona,, Os/I UO Suofl,PU09PU0 WIO3 104; :ieq;o Li uo!eJqJe3 J1OWOIOI 0 .saqO D sadiM fl 5di4).)U!04 0 "V o pa :poq;oj M1.1 cq sosaqs D. Uofle;ipeJDe dYlAN mo sq peioAo ;ou use sesoue o s;ujed s0dJ4i jsnp SIlOS 9lL/C6-8I009Nd JO 0POqo14I wpeul eq•j us. pajOAoD 20N glefiGIOVY unn so;saqsv 9111C6W009Nd3 PUU ,p0438IJ wueu ow.. oozePw/oog-v nina .sosaqsr -:Jaqo SAO):J s-ED sAea Z 0 Xe0 jxaN'DS Aea ewes y: Elm -- mmmr.~MMIMC- NOR .rArL_1I mmorim * — ç',? a 0 1 q S3A 2'\s9Q I ' d! 1 uduj4o&ilo c Mmil Id' oJ owecJ;oU (ova 411Munsuo3 sa J°1?%L] um L9 oja uIqSeO so Jo edAj. - Ie!3Jawwo. jfluapsa[] :uopodsu :di '; ' - :dtz (-'1f .içz. :ssoipp qo :ssejppv t :13eUO3 - 4'TJ L4.Ml::aw 3UO3 away ;aefojd - 5u5113 II # 0c1 - . Wo3aq3o4AuoMMM oor.-g (899) :xed. WJ-29 (8991 .10_Lj./6V3 _'ofiaa uese g aims saais saldeM 0996 . A Pe1CJWS (7 ........j :paidweS awa ________ ______ Pe97/G0)S9qS S37dWVS APOISfl3?O ueq 'cqaiew2i puf7OQ pLJO 708Jeq OPIR a&IOAoJ aifl (JO J.p Wq 'O (0 .rf.o cc IPOM 4Q 0(I000 0 6I Jop .U0nq Do a p00 4qpaw0d oinai M.ic 4.0 $410100 (LoLl 30 puLl 409*00024 ul,flaU A- iwo 400101 0011 4401300Q 0o00J (Od 0 303q celLO P00(000l oq110u. said— 00o AiojeJcqe e'41itq pu;.wojo o3uerJeD,o pue ;eoJ uadn epeje i - -:J8410 0 uol)ajqlleo ie;awooj 0 .1a4200 5d14) UI0d peai :poqOIoj iaai. Aq so;seqs El UO!l8 p9JDOO dV1AN mo Aq poieAo ou omo sespeue OSOLU OO SujBd S0d/M Isnp ¶//OSBL II6WOO9Nd3J° poqo uJJe;Ui 01, Ul PaJeAOO ION sjepoe )fffl9 soseqs 9L I/C6-M/dC9/Vd3 pUrl ,poqieij UJIMIul 091 OO-9WgI009-Vd3 ins sosaqs as a 9 ON SA as a ON S3A as a 9 ON SBA as 0 9 ON SA as ci 9 OS 0 9 1' U 0 .9 QN SA I WJ(1 fri )1D?5.l clj3 a 0 CIN SA ('b1J*' a a o I N S3A ci o iN S3A o;v- W85 csao SA ' if ij PAVIA)— CI9 -GIN SA -Vd ' , p as _a s I as a f-0 014 S3A -.. T/ jj asa ID NS3A '-d) as a E I as 0 N EIN . Z) OS 0 1-h/ 9N) S3A (9) . . (-v)n.M T. oJ (ovo 'i's' Unsuoo) s owoa, U J°3M om g -o oJqsso :rlsojoadetj. - li3JOWWO1 iueptswJ :uol3odsuI 4 :dz °aw;s "uo - . :diz ws 'Aio /LJ -2V47) :ssejppv qo . :ssajppb, J /_7i l 3UO3 9-P'tj &Lfr1 56WON PUO3 )i-iry ir:f0t :awe.j 138TOM - c_oc'J-.J 'rj # 0'd — :xed# -9 (g) :aj L7.L6 1/3_'Ofi,Q ues # g oj,n aJ J,s sajdeM 0996 -71 :cg pedwe V/J 1/3 :poldweS eea S37dWVS )17flE1 - Apoisno JO UIL(3 7(1 :J9410D ceooLgD cArla sAea z 0 460 IXGN 2ceoawesD ç: .4oteq th. vi) egj pee7/soseqs.v fri Client: 9evfl7 f4%f$-i Job Site: DATE: E7' fli ¼ TIME:X— _____________________________ _ _ Inspector: .---'•'' Occupied? Yes AVP Purpose of Inspec. Fire Water QBVDemo, Equake Contain. Assess Other Children: Yes Unknown Structure: Single / Multi Family Cond ommercia School Day ('are Church Other_____________________ Year Built: 'gi( Approx. SQ. FT.: o. of Stories: I Foundation: Raised &7' EXTERIOR: STC Metal rz-k-up Concrete Block Brick Siding Wood/Transize Other: ROOF: Comp. Shingle Tile RRM Wood Shake Reck-Tar Trunsi l e S h i n g l e EXT. Cond: (DD SD Roof Cond: 4.) SD Air Handling: dfrAC> Wail/Floor Frnce WndwAC Debris Pile(s): ?jjY No Location Size Contents XRF: (Hevresis) or (iWTON) Cal Readings - - End Cal Readings - - - A/L Diagram Legend: A= Asbestos Bulk Samples 0 Positive Lead Reading 0 =other_____________________________ pL /h/z) / Or I I IZ3* 1 * I