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Home My WebLink About1940 Camino Vida Roble; ; CBC2018-0130; PermitPrint Date: 03/25/2019 Job Address: 1940 Camino Vida Roble Commercial Permit {city of Carlsbad Permit No: CBC2018-0130 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Expired 03/09/2018 Parcel No: 2120921300 Lot#: Valuation: $ 465,100.00 Reference#: Occupancy Group: Construction Type # Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check#: Plan Check#: Project Title: Description: CAL-COMP USA: 10,000 SF T.I. W/ PME WORK NO CHANGE IN USE Applicant: Owner: TRIVISTA INC JOSH GIBBS 116 Market Pl HAMANN PROPERTY MANAGEMENT Escondido, CA 92029-1352 760-294-0277 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) 1000 Pioneer Way EL CAJON, CA 92020 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE F Occupancies Tl FIRE Haz Mat Storage Chem Class <10 Chemicals GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MANUAL BUILDING PLAN CHECK FEE MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $ 5,584.85 Total Payments To Date : $ 5,584.85 Applied: Issued: 05/09/2018 Permit Finaled: Inspector: TFraz Final Inspection: Contractor: TRI VISTA INC 116 Market Pl Escondido, CA 92029-1352 760-294-0277 Balance Due: AMOUNT $1,925.30 $1,347.71 $89.00 $609.00 $470.00 $170.00 $683.61 $55.00 $86.00 $19.00 $130.23 $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 processi ng 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 st atute of limitation has previously otherwise expired. Building Division EXPIRED PERMIT PERMIT HAS EXPIRED IN ACCORDANCE WITH C.B.C. SECTION 106.4.4 AS AMENDED BY C.M.C.18.04.030 DATE'3-3s-t'i s1GNATUREi1"f_ k1kc P · < 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: □PLANNING □ENGINEERING □BUILDING □FIRE □HEALTH 0 HAZMAT/APCD {City of Building Permit Application Plan Check No,C,/~r 20 J x--n J 3() 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value -~ Ll~5 /00. (() Ph: 760-602-2719 Fax: 760-602-8558 Carlsbad Plan Ck. Deposit email: building@carlsbadca.gov www.carlsbadca.gov Date ~ /q fl K lsWPPP JOB ADDRESS SUITtf/SPACEf/UNITf 11.PN 212 1940 Camino Vida Roble -092 -13 -00 . , • ILOT# l~c, 1 • Of UNITS 1 • ~cuRVUM:> #t>AIMt<UVMS I'"'"""' BUSIN-.aa ...... ~ IU<JN:>11<. """ I uu...GROUP Cal-Comp USA 11-B B, F,S DESCRIPTION OF WORK: Include Square Feet of Affected Area(•) Proposed± 10,000 sf Commercial Tenant Improvement for new tenant in existing vacancy. New interior partition walls new MEPs. No exterior or structural work proposed. EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPlACE I AIR CONDITIONING I FIRE SPRINKLERS B,F,S No Change YESO NcQ YES 0No □ YES0 No[: APPLICANT NAME Joshua Gibbs PROPERTY OWNER NAME Hamann Property Management Inc Primary Contact ADDRESS ADDRESS 116 Market Place 1000 Pioneer Way CITY STATE ZIP CITY STATE ZIP Escondido CA 92029 El Caion CA 92020 PHONE r AX PHONE (AX 760.294.0277 760.294.0278 619.440.7424 EMAIL EMAIL josh@trivistacorp.com DESIGN PROFESSIONAL same as above CONTRACTOR BUS. NAME TriVista. Inc ADDRESS ADDRESS 116 Market Place CITY STATE ZIP CITY STATE ZJP Escondido CA 92029 PHONE PHONE IFAX 760.294.0277 r AX 760.294.0278 EMAIL EMAIL jessica(@,trivistacorp.com I STATE UC.# STATE UC.# ICLASS B I CITY BUSBULOS 1226286 680561 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct. alter, Improve, demolish or repair an)' structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaratlon: I hereby strum under penalty of perjury 0116 of the following declarations: D I have and will maintain a cef1iflcata of conHllt to self-insure for wot1alrs' compensation as pro'lided by Section 3700 of the Labor Code, for the perfonnance of the wo,k for which this permit is issued. 0 I have and will maintain worbrs' compensatlon, as reQUired by Section 3700 of the Labo-Code, for the perfonnance of the wo,k for which this penntt is Issued. ~ woncers' compensation insurance carrier and polcy number are: Insurance Co. Ztnlth Insurance Co Policy No. 2127384803 Expiration Dale 9111/11 ll!lJ.section need not be completed if the permit is for one hundred dollars ($100) or less. LJ Certificate of Exemptlon: I certify that in the perlonnance of the wo,k for which this permit is issued, I shaff not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure W0111ers' compensatlon covenige is unlawfu~ and shall subject an employer to Gtimlnal penaltl .. and civil fines up to one hundred thousand dollars (& 100,000), in addition to the coat of compensatlon, damages as or In Sectlon 3706 of the Labor code, interest and attomey'a '"'· ~ CONTRACTOR SIGNATURE I hereby afflnn that I am exempt from Conlraclor's License Law for the following reason: □ □ □ I, as owner of the property or my employees with wages as their sole compensation, wil do the work and the strvcture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such impr01/81llef1ts n 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 thal he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with lcensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects wilh contractor(s) icensed pursuant to the Contractors Ucense Law). I am exempt under Section ____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement D Y es D o 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the folowing person (finn) to pro'lide the proposed construction (include name address I phone I contractors' icense number): 4. I plan to provide portions of the work, but I have hired the folowing person to coordinate, supe!llise and provide the major work (include name / address / phone I contract~• license number): 5. I wil provide some of the work, but I have contracted (hired) the following persons lo provide the wori< indicated Ondude name I address/ phone I type of work): ~ PROPERTY OWNER SIGNATURE □AGENT DATE Is the applicant oc future building occupant required to submit a business plan, acutely hazardous materials registration form oc risk management and prevention program under Sections 25505, 25533 oc 25534 of the Presley-Tanner Hazardous Substance Account Act:/ Yes No Is the applicant()( future building occupant required to obtain a pennit from the air pollution control district or air quality management district? Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I certify that I haYe read the application and state that the aboYe lnfonnatlon lsoorrectand that the Information on the plans Is accurate. I agree to comply'Mlh all City ordinances and State laws relatlngto buUdlng construdlon. I hereby au1horize represenlative of the City of Carlsbad to enter upon the above mentioned property for rl$pedion p.irposes. I Al.SO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST AU LIABILITIES, JUDGMENTS, COSTS AND EXPENSES 'MilCH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA M OSHA permit is requred for excavations <Ml( 5'0' deep and demolition or CXlllStrudion of structures rmr 3 stories n heiglt EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shaU expire by imitation and become nul and void if the building or \\Ok au1horized by such permit is not commenced v.ithn 180 days from the date of such pennit or if the uid· or\\Ok au1horized by such pem,it is suspended or abandoned at any line after the 'Mll1< is oommenced for a period ol 180 days (Section 106.4.4 Unifoon Buiklng Code). ,Ji$ APPLICANT'S SIGN DATE • STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY / C o m m c r c r ,I I ProJCCts 0 n I y I Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed fonn to City of Cartsbad, Building Division 1635 Faraday Avenue, Cartsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE I FAX EMAIL OCCUPANT'S BUS, LIC. No. DELIVERY OPTIONS PICKUP: CONTACT (Usted above) OCCUPANT (Usted above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) ASSOCIATED CB# CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION A$ APPLICANT'S SIGNATURE DATE PERMIT INSPECTION HISTORY REPORT (CBC2018-0130) Permit Type: BLDG-Commercial Application Date: 03/09/2018 Owner: Work Class: Tenant Improvement Issue Date: 05/09/2018 Subdivision: Status: Closed -Expired Expiration Date: 02/19/2019 Address: IVR Number: 10005 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 06/26/2018 06/26/2018 BLDG-17 Interior 062179-2018 Lath/Drywall 08/14/2018 08/14/2018 BLDG-Final Inspection 08/20/2018 08/20/2018 BLDG-Final Inspection March 25, 2019 Checklist Item BLDG-Building Deficiency 066937-2018 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 067 461-2018 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Passed Tim Frazee COMMENTS Failed Andy Krogh COMMENTS See card for corrections Failed Tim Frazee COMMENTS See card for corrections See card for new corrections 8/20/18 HAMANN PROPERTY MANAGEMENT CARLSBAD TCT#81-46 UNIT#02 1940 Camino Vida Roble Carlsbad, CA 92008 Reinspection Complete Passed Yes Yes Yes Yes Yes Complete Passed Yes Reinspection Complete Passed No No No No No Reinspection Complete Passed No No No No No Page 2 of 2 PERMIT INSPECTION HISTORY REPORT (CBC2018-0130) Permit Type: BLDG-Commercial Application Date: 03/09/2018 Owner: HAMANN PROPERTY MANAGEMENT Work Class: Tenant Improvement Issue Date: 05/09/2018 Subdivision: CARLSBAD TCT#81-46 UNIT#02 Status: Closed -Expired Expiration Date: 02119/2019 Address: 1940 Camino Vida Roble IVR Number: 10005 Carlsbad, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 05/11/2018 05/11/2018 BLDG-84 Rough 057795-2018 Passed Tim Frazee Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Yes 05/14/2018 05/14/2018 BLDG-16 Insulation 057927-2018 Passed Tim Frazee Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/16/2018 05/16/2018 BLDG-17 Interior 058135-2018 Passed Tim Frazee Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-21 058136-2018 Passed Tim Frazee Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/22/2018 05/22/2018 BLDG-16 Insulation 058739-2018 Passed Tim Frazee Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 05/25/2018 05/25/2018 BLDG-18 Exterior 059239-2018 Passed Tim Frazee Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Screw inspection OK Yes 06/14/2018 06/14/2018 BLDG-14 061014-2018 Partial Pass Tim Frazee Re inspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial framing on demising wall Yes 06/20/2018 06/20/2018 BLDG-84 Rough 061597-2018 Passed Tim Frazee Complete Combo(14,24,34,44) March 25, 2019 Page 1 of 2 December 17, 2018 TRJVISTA INC ATTN: JOSH GIBBS 116 MARKET PL ESCONDIDO, CA 92029-1352 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: BLDG-Commercial, Tenant Improvement {city of Carlsbad PERMIT NUMBER: CBC2018-0130 ISSUE DATE: 05/09/2018 ADDRESS: 1940 Camino Vida Roble Carlsbad, Ca 92008-6516 Our records indicate that your building permit will expire by limitation of time on 02/18/2019. 18.04.030 Section 105.5 amended -Expiration: Every permit issued by the Building Official under the provisions of this code shall expire by limitation and beoome null and void if the building or work authorized by such permit is not commenced within 180 calendar days from the date of such permit, or if the building or work authorized by such permit is stopped at any lime alter lhe worl< is commenced for a period of 180 calendar days, or if the building or work authorized by such permit exceeds three calendar years from !he issuance date of the permit. Work shall be presumed ID have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 calendar days of the date of permit issuance. Work shall be presumed ID be slopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by sucti permit. Before sucti work can be recommenced, a new permit shall be obtained ID do so, and the me therefore shall be one half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and spe<ificalions fur sudl work, and provided further that such suspension or abandonment has not exceeded one year. In order ID renew action on a permit after expiration, the permittee shall pay a new permit fee. Any permittee holding an unexpired permit may apply for an extension of lime within whim work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisraclDry reasons. Please check below indicating your intentions and return this letter to us. D Project abandoned. A new permit will be obtained prior to commencing work. D Permit 180 day extension request, with written explanation including phone number and email address. Request will not be considered without explanation D Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725. If you have any questions, please contact the Building Inspection Division at 760-602-2700. Community & Economic Development Building Division I 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f ! www.carlsbadca.gov DATE: 5/9/18 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0130 ✓• EsG1I SET III PROJECT ADDRESS: 1940 Camino Vida Robles PROJECT NAME: Cal-Comp USA Tenant Improvement □ APPLICANT □ JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted:/ Date contacted: / Mail Telephone Fax Telephone#: (b~) Email: In Person ~ REMARKS: Carlsbad counter staff please adjust valuation to $878,000. This valuation amount is stated on the plans. By: Jason Pasiut (by KC) EsGil 5/7/18 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ' DATE: 3/20/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0130 ✓• EsG1I A SAH:.bu1lt Company SET I PROJECT ADDRESS: 1940 Camino Vida Robles PROJECT NAME: Cal-Comp USA Tenant Improvement □ APPLICANT 'f JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Joshua Gibbs D 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: Joshua Gibbs Telephone#: 760-294-0277 Date contacted:3I2 1 /If' (b~) Email: josh@trivistacorp.com UMail Telepho:;:, _ _fax In Person -W-,()~ ~\::. ~ REMARKS: Carlsbad counter staff please adjust valuation to $878,000. This valuation amount is stated on the plans. By: Jason Pasiut EsGil Enclosures: 3/12/2018 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CBC2018-0130 3/20/2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK#.: CBC2018-0130 OCCUPANCY: B,F,S TYPE OF CONSTRUCTION: IIB ALLOWABLE FLOOR AREA: within SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 3/9/2018 DATE INITIAL PLAN REVIEW COMPLETED: 3/20/2018 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Business, Factorial, Storage ACTUAL AREA: 38,795sf STORIES: 2 HEIGHT: unchanged OCCUPANTLOAD: 363 DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/12/2018 PLAN REVIEWER: Jason Pasiut 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. Carlsbad CBC2018-0130 3/20/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Jason Pasiut PLAN CHECK#.: CBC2018-0130 DATE: 3/20/2018 BUILDING ADDRESS: 1940 Camino Vida Robles BUILDING OCCUPANCY: B,F,S BUILDING AREA Valuation Reg. PORTION ( Sq. Ft.) Multiplier Mod. Stated on olans Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1997 USC Building Permit Fee • 1 1997 use Plan Check Fee __ ~ Type of Review: 0 Complete Review VALUE D Structural Only D Repetitive Fee ~~~ Repeats □ Other D Hourly EsGII Fee 1------llHr. @ • Comments: ($) 878,000 878,000 $3,171.261 $1,807.621 Sheet 1 of 1 Carlsbad CBC2018-0130 3/20/2018 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring I'1YQ 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 1. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: ♦ Occupancy Classification(s) for the F and S occupancies. Are these FIS 1 or 2? ♦ For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. ♦ Description of Use within this space. Are there going to be any stored or used hazardous materials? ♦ Provide an occupant load summary table showing proposed occupant loads for each area and floor level within the building. ♦ Provide a minimum plumbing facilities calculation to justify the number of facilities proposed. This new space will require facilities for both genders, water fountains, service sink and showers for the F occupancy. Please show all on the plans. 2. Please update the following sheets / notes: a) • ACCESSIBILITY FOR REMODELS, ADDITIONS, AND REPAIRS The following disabled access items are taken from the 2016 edition of California Building Code. Per Section 1.9.1.2, all privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Where existing elements or spaces are altered, each altered element or space shall comply with applicable requirements of Division 2, including CBC section 11 B-202.4. CBC section 11 B-202.4 states that when alterations or additions are made to existing buildings, Carlsbad CBC2018-0130 3/20/2018 an accessible path of travel to the specific area of alteration shall be provided. See exceptions to 11 B-202.4. Detail on the plans the following elements of the existing path of travel that are required to comply with the 2016 accessibility standards: 3. Existing primary entrance to the building or facility, including: a) The existing accessible entrance door hardware, door width, and maneuvering clearances on either side of the door in compliance with CBC 11B-206.4. Proposed toilet and bathing facilities that serve the remodeled area shall be shown to comply with the following accessibility features for multi accommodation facilities: 4. Show that the accessible rest room is to be provided with a 60" minimum diameter clear space measured from the floor to a height of 27 inches. Section 11 B-304.3. NOTE: Doors (other than the door to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches, per Section 11 B-603.2.3. 5. Doors shall not swing into the clear floor space required for any fixture within the toilet facility. Section 11 B-603.2.3. 6. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 11 B-604: a) The compartment shall be a minimum of 60" wide. Also, there shall be provided a clearance of at least 59" in front of the water closet for floor- mounted water closets (56" for wall-mounted water closets). b) One side of the water closet shall provide 17" -18" from the centerline of the water closet to the adjacent compartment wall. c) For water closet compartments having side-opening doors, compliance with the following figure must be shown on the plans. The door shall be in the partition farthest from the water closet and shall be 4" maximum from the front partition. Carlsbad CBC2018-0130 3/20/2018 ·I I ,!5 · 59 min //oortmJJnled 1499 W/ller'dtJS9t . 50 i 1422 ,..,,.,_ 50.min 1422 30min 914 ~-llldoor awlngs/n .. , cltnnc. -t~'r:'1""7~f--1WH:8 (fl} out.swinging door I I I '.~ I 40min I -~door ~ 1024 6oi'nln 1024 FIGURE 118-604.8.1.1.I MANEUVERING SPACE WITH SIDE-OPENING DOOR I _.-door,-r,111 ~.IJWinQ av, hatt:hedpo, .,_ ,PIC9 d) For water closet compartments having end-opening doors, compliance with the following figure must be shown on the plans. The door shall be in the partition farthest from the water closet and shall be 4" maximum from the side partition. 4Bm/n 1219 (a) out,swlnglng door meneuwHino space (b) ln-awlng/ng door 48mln 1219 FIGURE 118-804.B.1.1.S MANEUVERING SPACE WITH END-OPENING DOOR 36mln 914 en door BW/nOBln """ door pennlted lo swJna owr ha«:hed portt,nof maneuvering ~•ce Carlsbad CBC2018-0130 3/20/2018 e) Clear space in front of the water closet shall be: i) ~48" if the compartment has an end opening door. ii) ~0" is required for side opening doors. 7. If the water closet compartment has an end-opening door (facing the water closet), the door shall be located on a diagonal to the water closet, with a maximum stile width of 4 inches (see the figure below). Additionally, the door must be provided with a clearance of at least 18" at the strike side, per Section 11 B-404. J~ -_l! CENTERLINE OF FIXTURE ~ ~~ ~ "' 0 -. ;;; 60" MIN. ::e 18 32" MIN. MIN. CLEAR FLUSH ACTIVATOR ON WIDE SIDE 4" MAX. ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN A MULTIPLE-ACCOMMODATION TOILET FAClUTY 8. Proposed showers shall be shown on the plans to comply with the accessibility features of 11 B-608. 9. Proposed drinking fountains shall be shown to comply with the accessibility features of 118-602 and 11 B-211.2. 10. Existing signage at parking stall, building entrance, route to accessible features and the accessible features themselves. Show location on plans. a) Entrances in compliance with 11 B-404 shall be marked with the International Symbol of Accessibility, installed per 11 B-703.6. 11 B-216.6. a) Non-compliant entrances shall be marked with a directional sign, with visual characters, indicating the location of the nearest compliant entrance. b) Accessible entrance sign not required if all entrances into the space comply with 11 B-404. b) Show location of proposed illuminated exit signs per CBC 1013. Carlsbad CBC2018-0130 3/20/2018 c) Show the location of proposed tactile signs per CBC 1013.4 and 11 B- 703.4.2. d) Compliant restrooms marked with signs per 11 B-703. 7 .2.6, including braille and the International symbol of accessibility. 11 B-216.8. a) The location of and directions to the compliant restrooms shall be posted in or near the building entrance and shall include the International symbol of accessibility. 11 B-216.8. • EXITING / EGRESS 11. Please provide an exit analysis plan (may be 8 ½" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (using arrows), accumulated occupant loads and required exit widths. Section 107.2.3. a) Please show that the interior exit access stair widths are adequate to support their anticipated capacities. 12. Please show, on the first and second floor lighting plans, the location of existing emergency power for illumination within the corridors and interior exit access stairways, and electrical room. • MECHANICAL 13. Show on the plans how the installation of new mechanical equipment on the roof will meet the seismic design requirements of ASCE 13.2.1 general design, 13.4 anchorage, and applicable section of 13.6 unless exempted by 13.1.4. 14. Show on the plans that the existing structural framing is sufficient to support the weight of the new RTU being installed. Show operational weight of all units on sheet M2. CMC 303.8. 15. A GFCI protected receptacle outlet is required within 25 feet and on the same level as the mechanical equipment (heating, air-conditioning, and refrigeration equipment). Please include on the plans. NEC 210.63. • PLUMBING 16. Show on sheet P1 .1 hot water heater note that the temperature will be limited to 110 degrees. CEC 110.3(c)3. 17. Please show on the plumbing plan that the drainage piping is vented by means of one or more vent pipes with an aggregate cross-sectional area that is not less than that of the sewer pipe. CPC 904.1. Carlsbad CBC2018-0130 3/20/2018 18. Show on the domestic water plan sheet P1 .1 the means of providing trap seal protection for the floor drains in the restroom. CPC 1007.1. 19. Please show that the potable water supply to beverage dispensers, carbonated beverage dispensers, or coffee machines are protected by a legal airgap or a vented back flow preventer. The relief valve shall drain indirectly into the sewer with a legal airgap. CPC 603.5.12. 20. Please show that the water supply to the urinal is protected by an approved-type vacuum breaker or other approved backflow prevention device. CPC 603 .5. • EQUIPMENT 21. Please provide the UL listing and manufacturer's installation information for all new equipment to be installed. Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and seismic restraints if required etc. Section 107.2. • 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: 0 Yes □ 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. AM ENGINEERS Consulting structural engineers 325 W. 3rd Ave., Suite 205 ♦ Escondido CA. 92025 Phone (760) 741-7306 ♦ Fax (760) 738-8364 STRUCTURAL CALCULATIONS PROJECT NAME PROJECT NO. CLIENT This signature is to be a wet signature not a copy APPROVED DATE SIGNED Trivista Inc. A-r" r;/i,Lz.olb ' I I I I I I I r I I I I I I DESIGNED BY AM. DATE: April, 2018 AM ENGINEERS Consulting Structural Engineers 325 W. 3rd Ave .• Suite 205, Escondido. CA. 9202S Phone (760) 741-7306 Fax (760) 738-8364 DESIGN CRITERIA (Roof loading) Roofing Plywood Sub-purlins Trusses G.T Mech. Misc DL= LL= Seismic: Wind; Soils: Concrete: Reinforc.: Lumber: 1.0 psf 1.5 psi 1.0 psi 2.0 psi 2.0 psi 2.0 psi 0.5 psf 10 psi 20 psi Seismic Design Category: D Bl:p. 'C" Brg.=1500 psi fc=2500 psi fc=3000 psi Fy=60000 psi Fy=40000 psl DF/L #1 DF/L#2 24F-V4 24F-V8 for footings and slab for structural slab for #5 and grater tor #4 and smaller for 2x rafters, 2x joists, beams and posts. for 2x studs. for simple span glue-laminated beams for continuous glue-laminated beams Steel: ASTM A50D, grade B for tubular sections ASTM A501, or ASTM A53, type E grade B for circular sections ASTM A572 grade 50 for all other sections. Masonry: fm=1500 psi Weld: Welding should conform to AWS D1-1. All welding shall be done by electric arc process using approved rods and performed t>y certified welders. Alf fabrication and welding shall be performed in the shop of an approved fabricator. The approved fabricator must submit a certificate of compliance in accordance with C. B. C. All field welding requires continuous special inspection and all shop welding requires periodic special inspection. Code: C.B.C. 2016 edition ~\ A M ENGINEERS Consulting Structural Engineers (760) 741-7306 JOB s:# 20/tl 02 L SHEET NO . -L,,,.~-----OF ____ _ CALCULATED BY ______ DATE ____ _ k1ol-=Jo~2 -l-bP"'/i -:::. ]70 ~ 1,.//u~~z/Z ~:7t? -1¥/~ u/u,t-::: /O'f-"2-=--ztJ #fp JJ~ -= J.o'f-L :;;-cf O # 4:,1 ft;&:; :;JUJ ii/- fl( ~1tJ jJ A M ENGINEERS Consulting Structural Engineers (760) 741-7306 )l\fld:.. lo.A-{) o,-J 8(1.S'( ~HC5 Joe # 'Zt:7{ fJ,u1 L SHEET NO, -..L.------OF ____ _ CALCULATED BY ______ DATE ____ _ #-# ~:::: \3oo/z_7'--'l--~ ;-z-& · !_:z~i> t'(~ ... I\ r ,, /M;,L. J,tlltd.1rrJ.U ( eP,.; 1 ~llrsi s 'T~s.5£<; wt:Jli. {Xfl{rl.ll[) ~~ a. fs-t=-f1£clrJfo,.AC,,'L ~o .:. "t?I¼~ '"t~Lt~5 CA,:r.J TA-\l[ MJJl1{u✓4-L ~& ~ g ~-, 6 b ~ ,-1~CM~~cA-l l,,lt,//1 , I / ~ frr -sr#I""' ~ l040 o.,..J ~Lf( G-t({OtJL TfeWHrJ Py\ ::;. \'30c..J ~ c:_ s-31& IF ~~I, f~t;~ I, &1 IZO)U'L f~ '1 ·S S £-3 Aiftt Mff,h(A1L TO 1/t~ /JOD 1'1'/t>.I.A l 'J1feJ)/,}µJU( ~l)t;. A M Engineers 325 W. 3Rd. Ave., Suite 205 Escondido, CA. 92025 (760) 741-7306 PrqectTrlle: Engineer: Project Oesa: 1940 Camino Vida Probe Af,A Heat pump unit on roof Project ID: 2018022 1 Title Block Line 6 ASCE Seismic Base Shear . •. . -· _ ·------·-··----=c:----=-:-c:--cc-:-~~=-~l'l':I,,:::~ 1><1::,:c·_:2c::;w;c.:;.1.:c20c:..:,g__;1.:.:;1-.22H:::..:.;._'\ Fie" ~\OOCUME-11ENERCA-111940CA-1.EC6 EHERCAI.C, INC. 1983-2017. Blild:10.17.12.10, Ver:10.17.12.10 1.11: ,. Existing tilt-up buiding with new heat pumps on the roof ·----·-·-----------------Risk Category C;;l.::ulot1ons per ASCE 7-10 ··-----··----·-------·-• -----------··-·--------·----- Risk CaEgo,y of Building or Olher Slrudure: ·11· : AU Buildings and other S1ructures except those listed as Category I, Ill. and IV Seismic Importance FaclDr Gridded Ss & S1values ASCE-7-10 Standard Max. Ground Moli>ns, 5% Damping : Ss = 2.0279 g, 02 sec response S1 = 0.9816 g, 1.0secresponse Latitude = 33 .911 deg North Longitude = 116.768 deg West Location : Cabaznn. CA 92230 = D ASCE 7-10, Page 2, Teble 1.5-1 ASCE 7-10. Paga 5, Table 1.5-2 ASCE 7-10 11.4.1 ASCE 7-10 Table 20.3-1 Site Classifica1ioo -o•: Shear Wave Veloci\y 600 to 1.200fl/sec Site Coefficients Fa & Fv Fa Fv = 1.00 ASCE 7-10 Table 11.4-1 & 11.4-2 (using suaight-line .intetpolation from table values) Maximum Considered Earthquake Acceleration Design Spedral Acceleration SMS=Fa•Ss s M\ =Fv•s1 s0s=s .;?13 S of S ,l,'213 = 1.50 = 2.028 = 1.472 = 1.352 = 0.982 Seismc Design GalegOfY = E S1>= 0.75 Resistin em Basic Seismc Foo;e Resisting Syslem ... Response Modification Coefficient • R ' Syslem Ow!!slreng1ll FadDr 'Wo' Delleclion Al.,.,utication Fact>r ' Cd' Bearing Wall Systems Ordinary reinforced concrete shear walls = 4.00 Building height Limits : : 2.50 catego,y •A & S-l.init CalegOJ)' •c-Limit 4.00 Catego,y -o· unit NOTE/ See ASCE 7-10 for all applicable footnotes. Calegoly "E" I.mt Gategoty •p Limit Lateral Force Procedure Equivalent lateral Force Procedure No Limit No limit NotPennitted NotPennitted Not Permitted The 'Equivalent Lateral Force Procedure· is being used according to the provisions of ASCE 7 -10 12.8 Determine Building Period Strudure Type for Building Period Calculation : All Other Structural Systems • Ct• Value = 0.020 • hn • : Height Imm base to highest le\'el = 25.0 ft 0.224 sec 8.000 sec • X • vakJe : 0.75 'Ta• Approxinale fundemental period using Eq. 12.8-7 : Ta= Ct' (hn • x) = 'TL': Long-period llclnsition period per ASCE 7-10 Maps 22-12-> 22-16 " Cs " Response Coefficient S os Short Period Design Spectral Response ' R • : Response Modilicalion Factor • I • : Seismic Importance ~actor Seismic Base Shear Cs= 0.3380 from 12.8.1.1 = = = Buld'ing Period ' Ta ' Calculat'8d l'rom Approximate Method seleded 1.352 From Eq. 12.8-2. Preliminaly Cs 4.00 From Eq. 12.S-J & 12.8-4. Cs need not exceed From Eq. 12.8-5 & 12.8-6, Cs not be less than Cs : Seismic Response Coefficient = W ( see Sum Wi below) = Seisnic Base Shear V = Cs • W = 0.00 k 0.00 k ASCE 7-10 Eq. 11.4-1 ASCE 7-10 Eq. 11.4-2 ASCE7-10 Eq. 11.4-3 ASCE 7-10 Eq. 11.4-4 4SCE 7-10 Table 11.6-1 & -2 ASCEl-10 Table 12.2-1 ASCE 7-10 Section 12.8.2 Use ASCE 12.8-7 = 0.224 sec ASCE 7-10 Section 12.8.1.1 = 0.338 = 1.097 = 0.123 = 0.3380 ASCEl-10 Section 12.a 1 A M Engineers 325 W. 3Rd. Ave., Suite 205 Escondido, CA. 92025 (760) 741-7306 PrqectTrtle: Engineer. Project Oesa: 1940 Camino Vida Probe AM Heat pump unit on roof Project ID: 2018022 S Tifle Block Line 6 ASCE Seismic Base Shear ~r~~ 21.•.1-.v 2C-\~ nciv.i.1 -~--------------------Fie-=-C:-·\Users--\Admin-.-!OOCUME----1'ENERCA-· -1\1940CA-t:f~- ENERCALC, INC 1983-2017, Build:10.17.12.10, Vet:10.17.12.10 I . 11: I. Vertical Distribution of Seismic Forces ASCE 7-10 Section 12.8.3 .. _ ----·-·-·----:hxeiq>onentbasedon a= Table of building Wei,hts by Floor Level... Level# Wi : Weight Hi : Height (Wi • HjAk) -==---=··=·-=·· ==-=-=============== ---------·-··-··--------··-··•-•"'--•----·-----· S11111Sby"Shear Sum Soy Moment SumWi= 0.00 k SumWi•Hi = 0.00 k.ft T ota1 Ba5e Shear= 0.00 k Diaphra "B" to "F" Level# Wi Fi Sum Fi Sum Wi Fpx : Calcd Fpx : Min Wpx ........... , ....... , , , . . . . Weight at level of diaphragm and other structure elements attached to it. Fi .... , .. , ............ , . . . . . . . Design lateral Force app\\ed at \he le'lel. Sum Fi .,..................... Sum of 'Lat. Force' of current level plus all levels above MIN Req'd Force@ Level,....... 0.20 • S 05 1 • Wpx MAX Req'd Force@ Level ........ 0.40 • S os l * Wpx Fpx: Design Force@ Level .. , .. , . Wpx • SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level Base Moment= 0.0 k-ft ASCE 7-10 12.10.1.1 Fpx: Max Fpx Dsgn. 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( f 5'1d l'{/ A C4-&_)e.. ~ s C>S Cl TY OF CAI ~LSBAD I IREDEPAF TMENT -- IAl-'t'KU vc.u SubJectto neld Inspection and required tests, (l,v1o11,u.,vll:::. I DIO'Ull1 '-'JI IUlllVII ffl \.oUl1'--"..:>pVlh . .1u11'--v C~l~oW\gv~A and conformance with applicable regulations. Company Name: Pag1 The L1ampin~fJ1hese plans shall not be held te p fflil eP ;;,ye the violation of any laws. Company Address: \ q 4 0 Ca..wi; y) D Vi°dCA Roble. n i-.-13 It ~ Arel! B""' 11 n 11..eCt.l.. +u ri Y\ ~ Date !(. r, <B