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HomeMy WebLinkAbout2622 GATEWAY RD; 100; CBC2018-0642; PermitTenant Improvement 2622 Gateway Rd, 100 BLDG-Commercial 2132621900 $227,599.30 Work Class: Lot #: Reference #: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: PANINI KABOB GRILL: 4,530 SF T.I. (SHELL TO RESTAURANT) // 1,330 SF OUTDOOR SEATING AREA Contractor: PACIFIC STONE CONSTRUCTION INC Owner: BRESSI RETAIL LLC Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Applicant: PERMITS IN MOTION Status: Closed - Finaled Applied: 11/15/2018 Issued: 03/19/2019 Permit Finaled: Inspector: PBurn Final Inspection: 10/16/2019 12:42:12P (Lrcity of Carlsbad Commercial Permit Print Date: 10/16/2019 Permit No: CBC2018-0642 4715 60Th St 130 Vantis Dr, 200 San Diego, CA 92115-3802 Aliso Viejo, CA 92656-2691 619-994-5557 858-526-6655 1559 W Embassy St Anaheim, CA 92802-1016 714-683-2900 BUILDING PERMIT FEE ($2000+) $1,080.40 BUILDING PLAN CHECK FEE (BLDG) $756.28 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE A-2 & A-3 Occupancies - TI $628.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $136.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL $86.00 PUBLIC FACILITIES FEES - inside CFD . $4,142.31 5B1473 GREEN BUILDING STATE STANDARDS FEE $10.00 SEWER BENEFIT AREA FEES - H $560.04 SEWER CONNECTION FEE (General Capacity all areas) $499.20 STRONG MOTION-COMMERCIAL / $63.73 TRAFFIC IMPACT Commercial-Industrial w/in CFD $7,410.00 Total Fees: $15,690.96 Total Payments To Date: $15,690.96 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov COMMERCIAL Plan CheckQ c CjT of BUILDING PERMIT Est. Value L a;1 çgg. Carlsbad APPLICATION PC Deposit B2 Date Job Address W I M Suite: APN: Tenant Name: I CT/Project #: Lot #:_________ Occupancy: Construction Type: Fire Sprinklers: yes / no Air Conditioning: yes / no BRIEF DESCRIPTION OF WORK: ( LI Addition/New: New SF and Use, ___New SF and Use, Deck SF,/?1) Patio Cover SF (not including flatwork) nt Improvement: 3aO6 SF, Existing Use Proposed Use SF, Existing Use Proposed Use El Pool/Spa: ___________ SF Additional Gas or Electrical Features? LI Solar: KW, _____ Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes I No 0 Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: _Fèr rr Name:?fl I (t bn Address: 411 R 0t111 S4- Address: I -18 IL t 5)C4 ?64 r City: S ID State:C Zip: ________ City: Irvt1e.. State: (J Zip: 72 01 g Phone: tt ) Cf gqq Phone: Email: frmir 0 , 1 Pic)bn. Email:__________________________ u I ci U I- COY" DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: Address: City: Phone: Email: Architect State License: State: Zip: Name: 3vote Lv. Address: LSR \A. Lcsg 6 City: Ayt State:4 Zip: Phone: () (,) 5l''_ (,O9 Email: State License: 99&5 I Bus. License:c34U.kd (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Build ingccarIsbadca.gov B-2 Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance or7any Name: Se's 1-e. Policy No. 'FA-A0011.100 Expiration Date: L s.i I i 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: DAGENT DATE: (OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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. 13 Yes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 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): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYes A 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 Smo Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYes 10 IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: 0 DATE: 1635 Faraday Ave Carlsbad, CA 92 4— " '760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 11/15/2018 Owner: BRESSI RETAIL LLC Work Class: Tenant Improvement Issue Date: 03/19/2019 Subdivision: Status: Closed - Finaled Expiration Date: 04/96/2020 Address: 2622 Gateway Rd, 100 Carlsbad, CA 92009 IVR Number: 15467 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency TCO on interior only. Patio pending fire No sprinkler, gas heaters, electrical for ceiling fans and lighting. Call forfinal inspection and complete. OK to occupy interior • restaurant only BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes 0912612019 0912612019 BLDG-Fire Final 105222-2019 Partial Pass Felix Salcedo Reinspection Incomplete Checklist Item COMMENTS Passed FIRE- Building Final T.C.O INTERIOR ONLY Yes 10I0812019 .10108/2019 BLDG-84 Rough 106839-2019 Passed Paul Burnette Complete Combo(14,24,34,44) ChecklistItem COMMENTS & Passed BLDG-Building Deficiency Yes BLDG-14 ( Yes Frame-Steel-Bolting-Welding • (Decks) BLDG-24 Rough-Topout • Yes BLDG-34 Rough Electrical • Yes BLDG-44 • Ye Rough-Ducts-Dampers 1011612019 10116/2019 BLDG-Final . 107622-2019 Passed Chris Renfro Complete Inspection - Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final . Yes BLDG-Mechanical Final • • • Yes BLDG-Structural Final Yes BLDG-Electrical Final • Yes BLDG-Fire Final 106971-2019 Scheduled Felix Salcedo Incomplete Checklist Item COMMENTS Passed FIRE- Building Final T.C.O INTERIOR ONLY Yes I October 16, 2019 Page 4 of 4 Permit Type: BLDG-Commercial Application Date: 11/15/2018 Owner: BRESSI RETAIL LLC Work Class: Tenant Improvement Issue Date: 03/19/2019 Subdivision: Status: Closed - Finaled Expiration Date: 04/06/2020 Address: 2622 Gateway Rd, 100 Carlsbad, CA 92009 IVR Number: 15467 Scheduled Inspection Type Inspection No. Sttte Inspection Status Primary Inspector Reinspection Complete Date 0810812019 08/0812019 BLDG-23 100217.2019 Passed Paul Burnette Complete Gas!TesURepalrs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 0811612019 08116I2019 BLDG-34 Rough 101105.2019 Partial Pass Paul Burnette Reinspection incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Electric Meter 101157.2019 Passed Paul Burnette Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency No 08121/2019 08I21I2019 BLDG-43 Air 101464-2019 Partial Pass Paul Burnette Reinspection Incomplete Cond./Furnace Set Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-85 T-Bar, 101685.2019 Passed Paul Burnette Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 09/06/2019 09/0612019 BLDG-34 Rough 103311.2019 Failed Paul Burnette Reinspection Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency No 09/24I2019 09/24/2019 BLDG-Final 105204.2019 4- Partial Pass Chris Renfro Reinspection Incomplete Inspection October 16, 2019 -- • Page 3 of 4 Permit Type: BLDG-Commercial Application Date: 11/15/2018 Owner: BRESSI RETAIL LLC Work Class: Tenant Improvement Issue Date: 03/19/2019 Subdivision: Status: Closed- Finaled Expiration Date: 04/06/2020 Address: 2622 Gateway Rd, 100 Carlsbad, CA 92009 IVR Number: 15467 Scheduled ual Type Inspection No. Inspection Status Primary Inspector Start Date Inspection Reinspection Complete Date 0610612019 0610612019 BLDG-16 Insulation 093994.2019 Passed Andy Krogh Complete BLDG-17 Interior 093995.2019 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 0611012019 0611012019 BLDG-17 Interior 094261.2019 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 0710512019 0710512019 BLDG-44 096650-2019 Partial Pass Andy Krogh Reinspection Incomplete Rough!DuctslDampe N Checklist Item COMMENTS Passed BLDG-Building Deficiency Prewrap ok Yes 0711112019 0711112019- BLDG-44 097228-2019 Passed Paul Burnette Complete RoughlDucts!Dampe N Checklist Item COMMENTS Passed BLDG-Building Deficiency Prewrap Ok Yes 0711912019 0711912019 BLDG-44 098143-2019 Failed Chris Renfro Reinspection Complete RoughIDucts1Dampe N Checklist Item COMMENTS Passed BLDG-Building Deficiency No superintendent on site; called and left No voicemail 0810112019 0810112019 BLDG-34 Rough 099421-2019 Failed Paul Burnette Reinspection Complete Electrical Checklist Item COMMENTS Passed • 'BLDG-Building Deficiency No • BLDG-85 T-Bar, 099420-2019 Failed Paul Burnette 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 October 16, 2019 Page 2 of 4 Permit Type; BLDG-Commercial Application Date: 11/15/2018 Owner: BRESSI RETAIL LLC Work Class: Tenant Improvement Issue Date; 03/19/2019 Subdivision; Status: Closed - Finaled Expiration Date: 04/06/2020 Address: 2622 Gateway Rd, 100 Carlsbad, CA 92009 IVR Number; 15467 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 0312012019 0312012019. BLDG-21 086617-2019 Passed Andy Krogh Complete UndergroundlUnderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Changed to PVC with engineering letter Yes BLDG-24 086616.2019 Partial Pass Andy Krogh Reinspection Incomplete RoughlTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Underground Yes 0410212019 0410212019 BLDG-11 087610-2019 Passed Andy Krogh Complete Foundatlon/FtglPier s(Rebar) 0511612019 0511612019 BLDG-22 092108-2019 Passed Andy Krogh Complete Sewer/Water Service - BLDG-24 092107-2019 Passed Andy Krogh Complete RoughlTopout 0512912019 0512912019 BLDG-84 Rough 093008-2019 Failed Andy Krogh Reinspection 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 In wall only Yes BLDG-44 No Rough-Ducts-Dampers 0610312019 0610312019 BLDG-14 093562.2019 • Passed •Andy Krogh Complete Frame/Steel/Bolting/ Welding (Decks) BLDG-84 Rough 093626-2019 • Passed • Andy Krogh Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Do not drywall soffits or hardlids until fire No inspection and approval BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical In wall only • • Yes BLDG-44 Yes Rough-Ducts-Dampers October 16, 2019 Page 1 of 4 SPEC Engineering Consulting Engineers March 14, 2019 RECORD COPY Subject: Panini Kabob Grill ) 26Gateway Rd. Suite 100 919 Carlsbad, CA 92009 To Whom it may Concern: Installation of PVC Sch. 40 piping in lieu of cast iron for underground and above sanitary sewer and vent is approved by our office if permitted by your department. Trap primer not necessary for floor sinks, But must be provided at all floor drains. Please do not hesitate to contact our office if you require additional information. Sincerely yours, SPEC Engineering No. 26426 MM thaG:restaniPE M-26426 CHAN President Or C c. 6345 Balboa Blvd., Bldg. 4, Suite 288, Encino, CA 91316 TEL: (818) 783-6965. FAX: (818) 783-6996 V t EsGil A SAFEbuilttompany DATE: 2/5/2019 U APPLICANT RIS. JURISDICTION: City of-Carlsbad. PLAN CHECK #.: CBC2018-0642 SET: II PROJECT ADDRESS: 2622 Gateway Rd. #100 PROJECT NAME: Panini Kabob Grill T. I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Permit in Motion 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 PeF444otion Telephone #: 619-994-5557 Date contacted Email: perm its©permitsinmotion .com Mail Telephone Fax n Person LI REMARKS: By: Bert Domingo for David Enclosures: EsGil 1/29/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 4. EsGilV/0 A SAFEbui(tCompany DATE: 11/27/2018 JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0642 SET: I PROJECT ADDRESS: 2622 Gateway Rd. #100 PROJECT NAME: Panini Kabob Grill T. I. APPLICANT JURIS. Li The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. fl 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: Permit in Motion 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: Permit in Motion na acted. i,Izs'/i" (byJJ? ITIephone Fax In Persor By: David Yao EsGil 11/16/18 Telephone #: 619-994-5557 Email: permit@permitinmotion.com Jq S S Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2018-0642 11/2712018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2018-0642 JURISDICTION: City of Carlsbad OCCUPANCY: A2 USE: restaurant TYPE OF CONSTRUCTION: VB ACTUAL AREA: 4530 sf ALLOWABLE FLOOR AREA: STORIES: 1 :1rcIa SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/15/18 DATE INITIAL PLAN REVIEW COMPLETED: 11/27/2018 OCCUPANT LOAD: -167 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/16/18 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed i.e., plan sheet number, specification section. etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad CBC2018-0642 11/27/2018 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. Door D-01 at north of the dining area should have electromagnetically locked egress system per 1010.1.9.9. Please noted on the floor plan. The exit plan & exit signage on sheet AO.3 shows Tactile sign and international accessible sign will be provided for the door d-01 at west of the dining area. The floor plan does not show keynote 15 and 16 apply to the door. Please clarify. The elevation 2/A5.1 shows the counter 2'-10" max. height. Key note 10 shows 36" AFF. Please check. NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) Light pollution reduction. Note on the plans that exterior light pollution must comply with CCC section 5.106.8. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CCC Section 5.408.1.4. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CCC Section 5.408.1'.1'. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CCC Section 5.410.1. Documentation. Note on the plans that a building "Systems Manual" as listed in CCC Section 5.410.2.5 shall be delivered to the building owner or representative City of Carlsbad CBC2018-0642 11/27/2018 and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.41 0.2.5.1. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. 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. ADDITIONAL The structure calculation provided shows the hood supported by 13/4x24 LVL beam. Where on the plan shows the beam? Existing beam? New beam? The detail 4/SDI .0 shows different information. Please clarify and reference the correct detail. Please refer to the following PME 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: 0 Yes 0 No City of Carlsbad CBC2018-0642 1112712018 18. 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, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ARCHITECTURAL PME ITEMS The shade structure is "NAP" however lighting and gas heaters are installed thereon. Include the gas heater install limitations (clearances, distance above ground, and support material on the plans. PLUMBING (2016 CALIFORNIA PLUMBING CODE) Circle Note 10 on sheet P2.1 refers to sheet P2.0, information not there. What is troubling is that the sewer slope to building drain slope direction is an unknown. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination areas. CMC 310.0 & CPC 814.0 Show compliance with CIVIC 1104.4 "Refrigerant Concentration Limit" for the worst- case concentration/area scenario. Note: Alarm may be required. ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) Review the architectural exiting plan and add exit signs where required. Check the transformer grounding electrode type choices on your single line diagram and revise to comply with CEC 250.30(A)(4). 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 CBC2018-0642 11/27/2018 (DO NOTPI4 Y— THIS /S NOTANINVOICEJ VALUATION AND PLAN CHECK FEE(FEE REVISED 121512018dy) JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0642 PREPARED BY: David Yao DATE: 11/27/2018 BUILDING ADDRESS: 2622 Gateway Rd. #100 BUILDING OCCUPANCY: A2 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) restaurant T.I. 4530 64.72 203,182 3320 64.72 214,870 Air Conditioning Fire Sprinklers $214870 TOTAL VALUE 293i182 Jurisdiction Code 1cb IBY Ordinance Bldg. Permit Fee bk Ordinance Plan Check Fee by Ordinance V Type of Review: 1 Complete Review 0 Structural Only 0 Repetitive Fee Repeats O Other o .Hourly Hr. © * EsGil F.. $630.93 I $802.00I Comments: floor area revised Sheet 1 of 1 Structural Calculations Panini Kabob Grill - Bressi Ranch Carlsbad, CA Project No.: 80340 November 7, 2018 ESSI ( No. C78194 09-30-19 CM? CBC20I8-0642 2622 GATEWAY RD #100 PANINI KABOB GRILL: 4,530 SF T.I. (SHELL TO RESTAURANT) /11,330 SF OUTDOOR SEATING AREA Amir Deihimi, I 2132621900 Core Structure, Inc., 23172 Plaza Pointe Dr., Suite 145, 1/2412019 CBC20I 8-0642 Core Structure, Inc. Project Title: Panini Kabob Grill - Carlsbad Ew 23172 Plaza Pointe Drive Engineer: D.H. Suite 145 Project ID: 80340 RE Laguna Hills, CA 92653 Project Descr: Tenant Improvement Plan 949-954-7244 - Printed: 7 NOV 2018. 10:45AM t. .1r'!l i'-rFfle vvOO eam - Q;.Y 4 N3f 4d - '-a,' 4-,l 1 Software coovnaht ENERCALC INC 1983-2018 Build 10181030 Description: (E) Roof Trusses (Hood Load Applied) r•ODEREFERENCE:Z Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb + 2600 psi E Modulus of Elasticity Load Combination ASCE 7-16 Fb - 2600 psi Ebend- xx 1900ksi Fc - PrIl 2510 psi Eminbend - xx 965.71 ksi Wood Species : Trus Joist Fc - Perp 750 psi Wood Grade : MicroLam LVL 1.9 E Fv 285 psi Ft 1555 psi Density 42.01 pcf Beam Bracing : Completely Unbraced ____ Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.020, Lr = 0.020 ksf, Tributary Width = 2.670 ft, (Existing Roof Demand) Point Load: D = 0.20k @ 15.0 ft 0.166:1 1.75x24 = 58.97 psi = 356.25 psi +D+lj+H 28.029 It = Span #1 Maximum Bending Stress Ratio Section used for this span fb:Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.36Q I Maximum Shear Stress Ratio 1.75x24 Section used for this span 1063.82p5i fv : Actual 2,956.86psi Fv: Allowable 40+Lr+H Load Combination 15.000ft Location of maximum on span Span # I Span # where maximum occurs 0.256 in Ratio = 1408 >=360 0.000 in Ratio= 0<360 0.621 in Ratio= 579>=180 0.000 in Ratio= 0<180 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C1 Cr Cm C t CL M tb Pb V fv Fv .0+H 0.00 0.00 0.00 0.00 Length =30.Oft 1 0.298 0.133 0.90 0.910 1.00 1.00 1.00 1.00 1.00 8.89 634.71 2129.10 0.96 34.12 256.50 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 10.00 0.00 Length =30.oft 1 0.268 0.120 1.00 0.910 1.00 1.00 1.00 1.00 1.00 8.89 634.71 2365.61 0.96 34.12 285.00 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 30.Oft 1 0.360 0.166 1.25 0.910 1.00 1.00 1.00 1.00 1.00 14.89 1,063.82 2956.86 1.65 58.97 356.25 iO+S4I 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 3O.oft 1 0.233 0.104 1.15 0.910 1.00 1.00 1.00 1.00 1.00 8.89 634.71 2720.37 0.96 34.12 327.75 4040.750Lr40.750L.H 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Core Structure, Inc. Project Title: Panini Kabob Grill - Carlsbad 23172 Plaza Pointe Drive Engineer:. D. H. ' Suite 145 Project ID: 80340 RE Laguna Hills, CA 92653 Project Descr:Tenant Improvement Plan 949-954-7244 Printed: 7 NOV 2018. 10:45AM nw.r File C:MRORBO~lkCOREDR-lVmjactslooretWOM-STR-!1103-ENG-71$DI-MOD-1%BD340.ee6 ,!voouearn . !. j.. i ? ''1i '+ 7fF .! Softwaricopynght ENERCALC INC 1983.2018 Build 10181030 Description: (E) Roof misses (Hood Load Applied) Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C C IN C I Cr Cm C t CL M lb Fb V lv F'v Length :30.Oft 1 0.323 0.148 1.25 0.910 1.00 1.00 1.00 1.00 1.00 13.39 956.54 2956.86 1.48 52.76 356.25 .040.750L40.7505+H 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 30.0 It 1 0.233 0.104 1.15 0.910 1.00 1.00 1.00 1.00 1.00 8.89 634.71 2720.37 0.96 34.12 327.75 '040.60W+H 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 30.0 It 1 0.168 0.075 1.60 0.910 1.00 1.00 1.00 1.00 1.00 8.89 634.71 3784.51 0.96 34.12 456.00 s0+0.750Lr'0.450W+H 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =30.oft 1 0.253 0.116 1.60 0.910 1.00 1.00 1.00 1.00 1.00 13.39 956.54 3784.51 1.48 52.76 456.00 .0'0.750S90.450W.H 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =30.oft 1 0.168 0.075 1.60 0.910 1.00 1.00 1.00 1.00 1.00 8.89 634.71 3784.51 0.96 34.12 456.00 40.60D40.60W40.60H 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =30.oft 1 0.101 0.045 1.60 0.910 1.00 1.00 1.00 1.00 1.00 5.33 380.83 3784.51 0.57 20.47 456.00 40'0.70E90.60H 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =30.0ft 1 0.168 0.075 1.60 0.910 1.00 1.00 1.00 1.00 1.00 8.89 634.71 3784.51 0.96 34.12 456.00 40.0.750L40.750S40.5250E4H 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =30.oft 1 0.168 0.075 1.60 0.910 1.00 1.00 1.00 1.00 1.00 8.89 634.71 3784.51 0.96 34.12 456.00 60D0.70E4l 0.910 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =30.0ft 1 0.101 0.045 1.60 0.910 1.00 1.00 1.00 1.00 1.00 5.33 380.83 3784.51 0.57 20.47 456.00 Load Combination Span Max. - Dell Location in Span Load Combination Max. +" Dell Location in Span +04414H 1 0.6208 15.109 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.886 1.886 Overall MiNimum 0.801 0.801 4041 1.085 1.085 1.085 1.085 40+Lr4H 1.886 1.886 io+541 1.085 1.085 .040.750Lr40.750L41 1.686 1.686 '040.750L40.750S41 1.085 1.085 '040.60 W41 1.085 1.085 .0.0.750Lr40.450W41 1.686 1.686 4040.750S+0.450W41 1.085 1.085 .0.60D+0.60W.0.60H 0.651 0.651 '0'0.70E90.60H 1.085 1.085 '040.750L40.750540.5250E41 1.085 1.085 .0.60D+0.70E*H 0.651 0.651 D Only 1.085 1.085 LrOniy 0.801 0.801 L Only S Only WOnly EOniy H Only Conn per detail 4/SD 1 .0 is adequate Naming Legend ATS-HSR9 Anchor —1 TT1___ Rod Diameter Tiedown I I In ½" Increments System I I (Ex: 9 = W" or 1W) High—J I Strength Rod SIMPSON Strong-Rod7M ATS Components Strong-Tie 43 Steel Threaded Rods Fully threaded rod (all-thread rod) is also available in standard-strength, high-strength and higher- strength rod material in diameters up to 2. Fully Threaded Rod Standard-Strength, Fully Threaded Rod akt4q1 X. Model oIamOter 4 (It ac ATS-113 % 36 58 2,400 fATS114L d14½'ikJ736ZLJ 58 t Z4270,I ATS-R5 % 36 58 6,675 Xt ATS R6 f i~j 58 ,. ' 't j,1 9,60 14 ATS-R7 ½ 36 58 13,080 ATSR8i" 1t-.! 3136TU JI58 _;,!j J7.080 ;J ATS-R9 1½ 36 58 21,620 frATS Rl0j', ' 36 sJ 58 fl p 26690ii ATS-R1I 1% 36 58 32.295 4EATS Rl2r! l'1l½jrj -';-';t-3 6 + 58j j38435 4l ATS-R14 1 V 36 58 1 52,315 -JATSRl6 t.42$ J. i36t 58 3 68 33 1.JbwabIe tension capacities are based on PJSC 360-10. No further increase in allowable load is permitted. Available in I • increment up to 12'. Special sizes available upon request High-Strength, Fully Threaded Rod Model NoL o 9ua11neter ,4 t 1I' "It '.;AIloi,abIi ljii Tension Capacity2 2 (lb)j i ATS.HSR4 ½ 92 120 8.835 'ATS-1105'j irt 'j't 921 I20s !'P 13805 ATS-HSRB 34 92 120 19,880 /ATSHSR7 1' $I 7f-' 92 'fl fl120jf i'st270604%' ATS-HSR8 1 92 120 35,345 _ATSHSR9 91½ "i105, ), L 46595' ATS-HSRIO 1¼ 105 125 57,525 ATS HSRII , '1%. 'I I05_4 4 125k - 69605jii ATS-H5R12 1½ 105 125 82.835 WATS HSR14 e A I L105 i't ft'125 j t 112 745 ATS-HSR16 2 105 125 147,260 Allowable tension capacities are based on AJSC 360-10. No further increase in allowable load is permitted. aAvallable in I' increment up to 12'. Special sizes available upon request. 30 I Strong-Rod— Systems (800) 999-5099 I strongtie.com F-L-SFe18 02018 SIMPSON SIRONG-TE COMPANY INC. C cE CCFAE Structure, inc. RE T From the ground Civil and Structural Engineering Project: 80340— Panini Kabob Grill (Carlsbad) Date: May 30th, 2019 Address: 2622 Gateway Road (#100) Carlsbad, CP. 92009 To Whom It May Concern, This letter is to confirm acceptable installation of wood soffits using 2x4 stud supports at the above address where field condition varies from engineered drawings. In lieu of 2x6 framing, soffits are required o be installed using (4) 16d nails for connection to the existing truss system. The configuration in the following site photos have been stamped by the EOR for further clarification. If there are concerns with our engineering rationale, feel free to reach me directly at the contact given below. Best Regards, oESSi LU No. C7194 o 0913tJ;9lJ ) OF CM-S R ECORD COPY Amir Deihimi, P.E. - Principal I 23172 Plaza Pointe Dr. #145, Laguna Hills, CA 92653 949-954-7385 Page 1 SHEET: RFI - FIELD VERIFICATION JOB NO.: 80340 DATE: 05/30/2019 RE. CLIENT: H - _ _____ •, -[ I't M WOOD SOFFIT -INSTALLED CONDITION 4 oFESS/ SHE: RFI - FIELD VERIFICATION JOB NO.: 80340 DATE: 05/30/2019 RE. CLIENT: ri -- -' - _ TWO WOOD SOFFIT -INSTALLED CONDITION FcAV 4 e s R REcE ILI Core Structure, Inc. Report No. (!9 2016 Structural Observation Report Form STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specifications, at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by chapter 1704, or other sections of the 2013 California Building Code! 2012 International Building Code. This report includes all construction work through 2 1 day May of, 20 I C1 . Page I of A Project Address: cavillb CA I I , 2Owner: Permit No.: DV Structural Observer.Professional kakx & I - License! Registration No.: I Observer Phone No.: AmirDeihimi C78194 9495003800 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR LOCATION, FLOOR OR PORTION OBSERVED, IF NOT WHOLE Footing, Stem Walls 0 Concrete D Steel Moment 0 Concrete Frame Mat Foundation 0 Masonry 0 Steel Braced 0 Steel.. Frame Deck Caisson, Piles, Grade Beams Wood 0 Concrete 0 Wood blood ..afifr 4 hoxi t44q,c,i Moment Frame Retaining Foundation Hillside 0 Other 0 Masonry Wa 4i, Special Anchors Attach additional sheets if required ci ci STRUCTURAL OBSEVER MUST REVIEW CORRECTED DEFICIENCIES FOR COMPLIANCE PRIOR TO Yes No CITY INSPECTION I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF: I AM THE REGISTERED ENGINEER OR LICENSED ARCHITECT WHO HAS RESPONSIBLE CHARGE FOR THE STRCTURAL OBSERVATION. I, OR ANOTHER REGISTERED ENGINEER OR LICENSED ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. I AM RESPONSIBLE FOR THE SUBMISSION OF THE ORIGINAL FOR THIS REPORT TO THE BLDG DEPARTMENT. I HAVE PROVIDED STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING DEPARTMENT. Date STAMP OF STRUCTURAL OBSERVER OF RECORD 23172 Plaza Pointe Dr., Suite 145, Laguna Hills, CA 92653 Tel. No. (949) 954-7244 Iml SAN DIEGO REGIONAL I OFFICE USE ONLY Lcc) HAZARDOUS MATERIALS 'RECORD ID#_________________________________ IPLAN CHECK #__________________ QUESTIONNAIRE BP DATE I I Business Name't Business Contact Telephone # Project Address 01 1ewc.j --oc5t C ri s.CtateC Zip C e7O~1 APN# Mailing Address J City State Zip Code Plan File# ftipctCo Ct Applicant E-mail Tel hone # n 4Micw\ (p101 g -j The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: 0 CalARP Exempt YES NO (for new construction or remodeling projects) / 0 . Is your business listed on the reverse side of this form? (check all that apply). Date Initials 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 0 CaIARP Required pounds and/or 200 cubic feet? I 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? Date Initials 0 Will your business use an existing or install an underground storage tank? 0 Will your business store or handle Regulated Substances (CalARP)? 0 CaIARP Complete 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? / 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to Date Initials or greater than _1,320_ gallons? _(California's Aboveground _Petroleum _Storage _Act). I PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomtsdcountv.ca.gov (858) 586-2650). [*No stamp required if Qi Yes and 03 Yes and 04-Q6 No]. The following questions are intended to identify the majority of air pollution 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 property; single buildings with more than four dwelling unittqwnhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [*Excludes garages & small outbuildings.] YES V ill any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 NSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 J (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 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdaocd.orgIinfoIfacts/permits.df) for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school Briefly describe business activities: Briefly describe proposed project: I dlare under pena f perjury that best of my knowledge andr Na n r A i e_response5made herein are true FIRE DEPARTMENT OCCUPANCY CSSIFICATION: FOR OFCALSE ovj and or ct Date dAgent ignaur wnero BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR occucv RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division io RE CVED MAR 1 9, 2019 CITY OF CARLSBAD BUILDING DIVISION ELISE ROTHSCHILD C ountp o f ban i c g o Director DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION P.O. BOX 129261, 'SAN DIEGO, CA 92112-9261 Phone: (858) 505-6659 FAX: (858) 505-6824 1 (800) 253-9933 www.sdcdeh.org PLAN APPROVAL SHEET AMY HARBERT Assistant Director DBA: PANINI KABOB GRILL DATE: 1/31/19 SITE: 2675 GATEWAY RD CARLSBAD 92009 PC h DEH2018-FFPP-101464 BUSINESS OWNER: SAA Plans are approved contingent upon the following: 2) Changes to equipment layout, menu, or application must be submitted for approval. Changes made without approval will make the plan approval null and void. 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completion of 50%-80% of construction, call (858) 505-6660 to schedule a mid-inspection. In lieu of a plumbing inspection by DEH, ensure that the plumbing is constructed to these standards: Floor sinks shall be installed V2 exposed and equipped with an appropriate grill cover if no access is provided for cleaning. Drain lines shall slope ¼" per foot, shall not exceed i' in length and shall terminate a minimum of 1" above the floor sink with a legal air gap or otherwise approved by the enforcing agency. Drain lineà shall not intersect walkways or door ways. c.. No condensate drainage of any kind can drain to the mop sink. ci. 3-compartment sinks, preparation sinks, dump sinks, and any other plumbed equipment must drain indirect to a floor sink. Grease traps/interceptors, if required by the local waste water authority must be located outside of the food preparation, food storage, or warewashing areas. Floor surfaces-must be sloped 1:50 to required floor drains. Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. 6) Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successful completion of this course is to be furnished at the final inspection. 7) All equipment is to be in place and functional. At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an axiibient air temperature of 38°F or below and shall be equipped with a thermometer accurate to +1- 2°F in the warmest section of the unit 8) Seal all cracks, gaps and crevices in counters cabinets around metal flashing, sink and conduits with silicone sealant ' ' Plans reviewed by: Celeste Penn, REHS CALL (858) 505-6660 AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE MID AND FINAL INSPECTIONS. A FINAL INSPECTION MUST BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. 'Environmental and public health through leadership, partnership and science" ity of Carlsbad Permit No: PREV2019-0040 Work Class: Commercial Permit Revi5 Status: Closed - Finaled Lot #: Applied: 02/25/2019 Reference #: Issued: 03/19/2019 Construction Type . Permit 10/18/2019 Finaled: Bathrooms: Inspector: Orig. Plan Check #: CBC2018-0642 Final Plan Check #: Inspection: PrintDate: 10/18/2019 Job Address: 2622 Gateway Rd, 100 Permit Type: BLDG-Permit Revision Parcel No: 2132621900 Valuation: $0.00 Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: PANINI KABOB GRILL: COMMISSIONING REPORT Applicant: PERMITS IN MOTION 4715 60Th St San Diego, CA. 92115-3802 619-994-5557 FEE . . . AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE . $35.00 MANUAL BUILDING PLAN CHECK FEE $131.25 Total Fees: $ 166.25 Total Payments To Date : $ 166.25 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1760-602-8560 f I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services (City of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check Number Chud Is -OA Plan Revision Number frOO11á Project Address a - kLIJO.A d. General Scope of Revision/Deferred Submittal: 'ss1':3y'I CONTACT INFORMATION: Name !\i' 4_Phone( 1I1) qq-557 Address City Me Email Address Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised:~9*lans LI Calculations LI Soils LI Energy LI Other 2. 3. Describe revisions in detail List page(s) where each revision is shown Does this revision, in any way, alter the exterior of the project? LI Yes [:1 No Does this revision add ANY new floor area(s)? j1 Yes Does this revision affect any fire related issues? LI Yes LI No Is this a complete set? LI Yes No Signature Date 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil A SAFEbuiItCompany DATE: 3/6/2019 U 9PLICANT ,1URIS. JURlSDlCTlONCitTOfCar1sbadT? PLAN CHECK #.: CBC2018-0642.REV(PREV201-0040) SET: I . PROJECT ADDRESS: 2622 Gateway Rd. PROJECT NAME: PANINI KA BOB GRILL T. I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff.. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LII The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. - 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: tby) Email: Mail Telephone Fax 'Ieton III REMARKS: By: David Yao Enclosures: approved plan EsGil 2/26/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2018-0642.REV(PREV201-0040) 3/6/2019 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018- 0642.REV(PREV201-0040) PREPARED BY: David Yao DATE: 3/6/2019 BUILDING ADDRESS: 2622 Gateway Rd. BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) commissioning report Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance v Plan Check Fee by Ordinance V Type of Review: E Complete Review Structural Only D Repetitive Fee Repeats * Based on hourly rate El Other Hourly 1 Hr. @ * EsGil Fee $105.00 I $105.00I Comments: Sheet of (city of Carlsbad. Print Date: 10/18/2019 Permit No: PREV2019-0122 2622 Gateway Rd, 100 BLDG-Permit Revision 2132621900 $ 0.00 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: St Dwelling Units: Bedrooms: Project Title: Description: Work Class: Lot #: Reference #: Construction Type Bathrooms: Orig. Plan Check #: Plan Check #: Commercial Permit Revi5 Status: Closed - Finaled Applied: 06/20/2019 Issued: 08/29/2019 Permit 10/18/2019 Finaled: Inspector: AKrog CBC2018-0642 Final Inspection:. PANINI KABOB GRILL: CHANGES TO STOREFRONT Applicant: Contractor: PERMITS IN MOTION PACIFIC STONE CONSTRUCTION INC 4715 60Th St 1559 W Embassy St San Diego, CA 92115-3802 Anaheim, CA 92802-1016 619-994-5557 . 714-683-2900 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE . $131.25 Total Fees: $ 166.25 Total Payments To Date: $ 166.25 . Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov COOO10"ON O f Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number C C aol Plan Revision Number Project Address O44-j-\- jre -c ccc rd ' I SkAlldir)3 F a f-tt oo 009 General Scope of Revision/Deferred Submittal: Scir-cre4— r-etrrf-4- () izi.e S 10 C-c° " D 0DV 4-o )-t e. Lj'". R <' c t..&- ai CONTACT INFORMATION: Name9çmr %(\ frO+1CPhone (0161. 99q957Fx Address OTh City U Zip 1 Email Address Original plans plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: IPlans ~( Calcufations' E Soils Energy Other 2. Describe revisions in detail 3. List page(s) where each revision is shown Co\,ex ---tk frp. I flb.3'r Picai Pri REF. Cei(. Fkkrl 43.1 ?roprs 4jC fr• S+rud P'i is 1 1)94rA I 1S fl I SD -1 4. Does this revision, in anyway, alter the exterior of the project? ,Yes E No Does this revision add ANY new floor area(s)? L1 Yes No Does this revision affect any fire related issues? El Yes No Is this a complete set? LI Yes X No Signature Date 2 (ô (1 l 1635 Faraday Avenue, C5Jad, A 2008 Ph: 760-602-2719 f: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov Development Services of INSPECTION 4 City SPECIAL AGREEMENT 6 uilding Division 5 Faraday Avenue 760-602-2719 Cd1sbad B-45 AUG 292019 www.carlsbadca.gov C I T'J r' -•' ^ D I Q n A r In accordance with Chapter 17 of the California Building Code the following must be completed wheworic4befng performed requires special Inspection, structural observation and construction material testing. Project/Permit: L9t0t Project Address: _"?-_L I CO A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERIAUTHORIZED AGENT. Please check if you are Owner-Builder . (II you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please pnnt). J1 - .M C4IItOe III.,. - ______________ - MU Mailing SCA-310-3VAMM-Aus 4--,- V2%_% Email: VA 0 êFt*g % I Phone:St. '2(. I am: OProperty Owner )Croperty Owner's Agent of Record DArchitect of Record DEngineer of Record State of California Registration Number: Expiration Date:_ - - - - - - AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, cons ials ting and off-site fabrication of building components, as prescribed in the statement of special inspecti n h ro mpmwQ by the California Building Code. Signature:. -- . -. . _________ Date: B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor! builder / owner-builder. Contractor's Company Name:_ ('-c_ _Sor-t.. C crLCrCA, L. -- Please check if you are Owner-Builder o Name: (Please print) -Ac.i-t ____________ A : (Fuil) (MI) (L851) Mailing Address: \55ei CA 9ZT Email: Phone: (i!f5 2' -ooc State of California Contractor's License Number:_. _3-__.______ Expiration Date: 2.c. I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place prçpcedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the djstribution of the reports; and I certify that hwill ha a quallfie'4lperson within our (the contractor's) organization to exercise such control. I will nrnvldI a flnailr&snnri I igliar In a'nmnIinn,'n with ('R( Rarfinn 171)4 1 2 nrlor to ratucfIno final B45 It Page 1 of I Rev. 08111 V't EsGil A SAFEbuiIf Company DATE: 8/12/2019 JURISDICTION: Carlsbad PLAN CHECK #.: CBC20 18-0642.REV2(Prev20 19-a2). 1 PROJECT ADDRESS: Gateway Rd & El Futerte St., Bldg "F", Suite 100 PROJECT NAME: Revised Outdoor Screening for Panini Kabob Grill U APPLICANT U JURIS. SET: II The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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. Eli 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: flersor Email: Mail Telephone Fax REMARKS: No additional fee. By: David Yao Enclosures: approved set, PREV20I9-0122 set I EsGil 8/5/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuittCompany DATE: 7/1/19 0APLICANT /0 JURIS. JURISDICTION: 'Carlsbad-. PLAN CHECK #.: CBC2018-0642.REV2(PREV2019-02' SET: REV 2, Set I PROJECT ADDRESS: Gateway Rd & El Fuerte St, Bldg 'F', Suite 100 2422- RA 6t /00 PROJECT NAME: Revised Outdoor'Screening for Panini Kabob Grill 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 building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LII The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by:t/V'Email: Mail Telephone Fax In Person REMRKS: The note clouded in red on sheet SDI .0 of the approved plans from E m e to the city set of plans. Also, The attached City Special Inspection form musi completed and returned to the city for approval prior toper issunce for the revi t3Ok&L By: David Yao Enclosures: S EsGil 6/22/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 [DO NOT PAY— THIS IS NOT ANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018- 0642.REV2(PREV20 19-0642) PREPARED BY: David Yao DATE: 7/1/19 is LI BUILDING ADDRESS: Gateway Rd & El Fuerte St, Bldg 'F', Suite 100 BUILDING OCCUPANCY: B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Rev Screening NA Hrly Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1cb 1997 UBC Building Permit Fee V 1997 UBC Plan Check Fee f V Type of Review: El Complete Review j Str ctur I El Repetitive Fee Repeats * Based on hourly rate El Other El Hourly EsGil Fee 1 Hr. @ * $105.00 I $105.00I Comments: NA Sheet 1 of 1 T. To: Page 1 of 5 2019-08-14 17:04:04 (GMT) 16198102870 From: Terry Montello PLANNING DIVISION DeveIopmnt_Se'v1ces BUILDING PLAN CHECK Planning Division - REVIEW CHECKLIST 1635 Faraday Avenue 1ADI 'Cflkr (760)602-4610 U LW1LJ - www.crlsbadca.pov DATE: 8/5/19 PROJECT NAME: PROJECT ID: APN: 2132621900 PLAN CHECK NO: PREV20I9-0122 SET#: 2 ADDRESS: 2622 GATEWAY RD, STE 100 ***UpDATE INFRMATIONFOLLQWSON:PAGE3*** LI This plan check review is complete and has been APPROVED by the PLANNING Division. By: SARAH CLUFF A Final Inspection by the PLANNING Division is required R Yes D No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to th issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: PERMITS@PERMITSINMOTION.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: F i INGI ci!I1 tRpVipi?il1 - Hector Salgadó ri 760-6024624 Hector.SaIEado@carIsbadcaov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Sarah Cluff 760-602-4619 Sarah.Cluff@carlsbadca.gov To: Page 2 of 5 2019-08-14 17:04:04 (GMT) 161981.02870 From: Terry Montello PLANNING DIVISION Deve!pment Services BUILDING PLAN CHECK Planning Division' :or REVIEW CHECKLIST 1635 Faraday Avenue (~A01 SBAD (760)6024610 -28 www.carlsbadca.pov Plan Check No. PREV2019-0122 Address 2622 GATEWAY RD, STE 100 Date 8/5/19 Review #2 Planner SARAH CLUFF Phone (760) 602-4619 APN: 2132621900 Type of Project & Use: REVISION Net Project Density: DU/AC Zoning: PC (MP 178. PA 16, C-L) General Plan: Facilities Management Zone: CFD (inlout) #_Date of participation: Remaining net dev acres:_____ (For non-residential development: Type of land use created by this permit: JAI 4 iTEL 1 2 3 Legend: Item Complete ñèiñóié El El Environmental Review Required: YES El NO El TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Z 0 El Discretionary Action Required: YES El NO El TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: El El Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES El NO IZi CA Coastal Commission Authority? YES El NO 0 If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): IZI El El Habitat Management Plan Data Entry Completed? YES El NO El If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Energov El El Inclusionary Housing Fee required: YES El NO [] (Effective date of Inclusionary I-lousing Ordinance - May 21, 1993.) Data Entry Completed? YES El NO El For construction of inclusionary units, email notification provided to HNS?: YES El NO El (Email Susan Steinkemp in HNS with project number and contact info) El El Housing Tracking Form (form P-20) completed: YES 0 NO El N/A El To: gage 3 of 5 2019-08-14 17:04:04 (GMT) 16198102870 From: Terry Montello Site Plan: ODD City Council Policy 44— Neighborhood Architectural Design Guidelines Z El 0 1. Applicability: YES E]. NO 0 El 0 2. Project complies: YES El NOD . Zoning: . . 0 1. Setbacks: Front: . Required Shown Interior Side: Required Shown Street Side: Required Shown.____ Rear:. . Required Shown Top of slope: Required Shown 0 0 2., Screening of Equipment: Required Shown Z 0 0 3. Parking: TOTAL BUILDING SQ. FT. Office: Spaces Required Shown Manufacturing: Spaces Required Shown Warehouse: Spaces Required Shown Addressed .see keynote 0 El . 4. Outdoor Employee eating area: #25 sheet A2.1 & see Iceynote #8 Sheet, A6.2 Square Footage Required Shown Addressed .see keynote ...•• -, #5,6 and 9. Sheet A6.2 SHEET A6.2 SHOWS STRIPED AWNINGS WHICH DO NOT MATCH THE DESCRIPTION OF BEING 501 ID BROWN. PLEASE RESUBMIT SHEET A6.2 SHOWING THE SOLID BROWN AWNING AND VALENCE. ALL SIGNAGE IS DECLARED AS BEING UNDER 'SEPARATE PERMIT ON THE COVER SHEET. P-28 Page 3 of 4 07111 To: Fage4 of 5 2019-08-14 17:04:04 (GMT) 16198102870 From: Terry Montello PER THE BRESSI SQUARE PROJECT PLANNER ON SHEETS INCLUDING, BUT NOT LIMITED TO, A6.2, AWNINGS ARE REQUIRED TO BE BLACK, NOT THE PROPOSED BROWN, TO BE CONSISTENT WITH THE CENTER. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE P-28 Page 4 of 4 07111 Structural Calculations VOtvI L-1 cM,ctck - Project No.: 90115 July 10, 2019 RECEi t 1UGlt9 CITY OF BUILDING porEss/ö'*\ No. C78194 &\ Exp. 09-30-19 /.ft £ Amir Deihimi, Principal 0 Core Structure, Inc., 23172 Plaza Pointe Dr., Suite 145, Laguna HillsWA9 94 -954 4 - 1q, 1 2Z 7116/2019 . Alt. Hazards by Location ATC Hazards by Location Search Information San Francisco Mat Coordinates: 37.5,-122.2 ' - V 3ft Elevation: 3 ft rumestamp: 2019-07-16122:15:35.508Z Paso Alto V Hazard Type: Seismic i,San Jose Reference ASCE7-10 Document: .'O g e . Map data ©2019 Google, INEGI Risk Category: I Site Class: D MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.00 1.40 1.20 0.80 1.00 0.80 0.60 0.60 0.40 0.40 0.20 0.20 0.00 0.00 0 2 4 6 8 10 12 Period (s) 0 2 4 6 8 10 12 Period (s Basic Parameters Name Value Description SS 1.3 lVfl... ground motion perioa=u.is S1 0.663 MCER ground motion (period=1.0s) SMS 1.5 . Site-modified spectra! acce!eration va!ue SM1 0.995 Site-modified spectral acceleration value SDS 1 Numeric seismic design value at 0.2s SA S01 0.663 / Numeric seismic design value at 1.0s SA -Additional Information Name Value Description •. - Soc 0 Seismic design category Fa 1 Site amplification factor at 0.2s V Fv 1.5 Site amplification factor at 1.0s VS s ~Mc -8 — V V https://hazards.atcouncil.org/#/seismic?lat=37.5&lng=-i 22.2 . 112 7/16/2019 ., - I VVI. -- . j - . ATC Hzards by Location t :CRi .0.97 V V . Coefficient of risk (1.0s) PGA 0.586 MCEG peak ground acceleration 1 Site amplification factor at PGA -;AM 0.586 - Site modified peak ground acceleration .. TL 12 Long-period transition period (s) SsRT 2.037 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.986 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1RT 0.8 Probabilistic risk-targeted ground motion (1.0s) Si UH 0.825 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.663 Factored deterministic acceleration value (lOs) PGAd 0.586 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. "sclaimer zard loads are provided by the U.S. Geological Survey Seismic Design Web Services. iIe thp infnrmRtion presented on this wp.hsite is heIived to 6P corrr.t, ATC and its spnnsor.s and r.onfrihiitors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to subst!tute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcounciLorgi#Iseismic?at=37.5&ing=-i 22.2 . 2/2 -4...,-. co Company Core Structure, Inc. Designed : 1). H. Project : Pnini Mssion Valley Checked : S.W. RE Job No. : 90115 'Date : 07/08/2019 Plan : Client : N/A LOAD COMBINATIONS (Load Standard: ASCE 7-16) Id Load case Dead Sds'Dead Uve Roof Live Snow Wind Seismic Direction Load Duration Factor CD 1D 0.9 2D+L 1 1 3 D+Lr 1 1.25 4 D+S - - 1 1.15 5 D+O.75L+0.75Lr - - 0.75 0.75 1.25 6 D+O.75L+O.75S - - 0.75 0.75 1.15 7D+0.6W(N) - - . 0.6 N_S 1.6 8 D+0.6W(S) 0.6 S_N 16 9 D + 0.6W (E) 1 0.6 E_W 1.6 10 D+0.6W(W) 1- 0.6 W_E _1__ 11 D+0.75(0.6W)(N)+0.75L+0.75Lr - - 0.75 0.75 0.45 N_S 1.6 12 D + 0.75(0.6W) (S) + 0.75L + 0.751-r - - 0.75 0.75 0.45 S_N _1.6 13 0 + 0.75(0.6W) (E) + 0.75L + 0.751-r - - 0.75 0.75 0.45 14 D+0.75(0.6W)(W)+0.75L+0.75Lr 0.75 0.75 0.45 1.6 15 D+0.75(0.6W)(N)+0.75L+0.755 0.75 0.75 0.45 tEW1.6 1.6 16 D + 0.75(0.6W) (S) + 0.75L + 0.75S 0.75 0.75 0.45 1.6 17 D + O.75(0.6W)(E) + 0.75L + 0.75S 0.75 0.75 0.45 1.6 18 D + 0.75(0.6W)(W) + 0.75L + 0.75S 1 0.75 0.75 0.45 W_E 1.6 19 0.60+0.6W(N) 0.6 0.6 N_S 1.6 20 0.61) + 0.6W (S) 0.6 . 0.6 S_N 1.6 21 0.61)+0.6W(E) 0.6 0.6 E_W 1.6 0.6D + 0.6W (W) 0.6 0.6 W_E 1.6 t24 1.0+0.14Sds)D+0.70E(N) 1 0.14 . 0.7 N-S! 1.6 (1.0 + 0. 14Sds)D + 0.70E (S) 1 0.14 0.7 S_ Nj 1.6 L 1 '1.0+0.14Sds)D+0.70E(E) 1 0.14 0.7 E_W 1.6 1.26 (1.0 + 0.14Sds)D + 0.70E (W) 1 0.14 I I I 0.7 W E 1.6 27 (1.0+0.105Sds)D+0.5250E(N)+0.75L+0.75S 1 0.105 0.75 0.75 0:525 N_S - 1.6 28 (1.0+0.105Sds)D+0.5250E(S)+0.75L+0.75S 1 0.105 0.75 0.75 0.525 S_N 1.6 29 1.0+0.105Sds)D+0.5250E(E)+0.75L+0.75S 1 0.105 0.75 0.75 ,. 0.525 E_W, 1.6 30 (1.0+0.105Sds)D+05250E(W)+0.75L+0.75S 1 0.105 0.75 0.75 0.525 W_E 1.6 a i u.O - u. It.ua) - u.t (fl., u.0 -u. 1-t u.s _S i 32 (0.6-0.14Sds)D+0.70E(S) 0.6 -0.14 0.7 S_N 1.6 33 (0.6 - 0.14Sds)D + 0.70E (E) 0.6 -0.14 0.7 E_W 1.6 34 (0.6 - 0.14Sds)D + 0.70E (W) 0.6 -0.14 _____ _____ _____ _____ 0.7 W_E 1.6 Code check: Actual Loc.(ft) Allowed Ratio (°/ CD Moment (lbs-ft) 21169 8.62 54188 39 1.25 Shear (lbs) 4265 0 17456 24 1.25 Live Deflection 0.155 8.62 0.575 27 - Total Deflection I 0.472 8.62 T--0.86-2 55 I - UW coffbinJon Wth O% .retth Factofl= Z5 is al'.iejs ccnsired but nayrxt be agoernng load case! ~1!1 llllllljlllll - ,JtuI Wid1iiIijIilihIjiiihJIJJ1I Fvx Deflection: D + Lr _5•.• '4.. (l C'ipany Core Structure Inc.- Designed D.H. Prokct : Paruini M;oñ 'Alley '4CheckecI : S.W. RE Job No. : 90115 Date : 07108/2019 Plan : Client N/A 19.11 Beam ID: I Hdr @ Front of the Dining Room Section type: Douglas Fir-Larch No.1 Section name: 6x14 Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170 E (psi): 1600000 Lu (ft): 9.5 Ignore shear wthin (d): True Repetitive member: False Applied Loads: ROOF _P 1120PLF =56 x (20+20)12 @0' to 9.5' WALL_E 178 5PLF =10.5 x 17 @0' to 9.5 SELF WEIGHT 17.41PLF From 0' to 9.5' Factors: Ct=1Cm1CL=0.98CF=0.983Cfu=1i=1Cr=1CT=1 Reactions: Support D L Lr S WSN WWE Esj EWE Max. LC (Down/Up) 1 3591 0 2660 0 0 0 0 0 6251/0 2 3591 0 2660 0 0 0 0 0 6251/0 Code check: Actual Loc.(ft) Allowed Ratio (°I CD Moment (lbs-ft) 14845 4.75 22741 65 1.25 Shear (Ibs) 4736 9.5 10519 45 1.25 Live Deflection 0.057 4.75 0.317 18 - Total Deflection 0.134 4.75 0.475 1 28: - earn ID: 2 Hdr @ Left of the Dining Room sction type: Versa Lam 3100 ection name: 5 1/4x14 Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 E (psi): 2000000 Lu (ft): 17.25 Ignore shear within (d): True Repetitive member: False Applied Loads: ROOF _P 373.4PLF = 18.67 x (20+20)12 @ 0' to 17.25' WALL_E I7RSPLF =in.s x 17@0'tn 17.25' SELF WEIGHT 17. 23PLF From 0' to 17.25' Factors: Ct= 1 Cm= 1 CL=0.98Cr= I Cv=0.98 Reactions: jSupportj D I L I Li I S I WSN I WWE I ESN IEWE Max. LC (DownlUp) 1 3298 1 0 1 1610 1 0 1 0 1 0 1 0 1 0 4909/0 1 12 13298101161010! oo 0 1 0 4909/0 I Passed 9.50 Fvxlbment D + Lr TII1HiillH1llHIllurmiirrrirs,. - "5111t1111"1 QJJfihijJ1I'll11 rvx Shear. 0 + Lr Fvx Deflection: 0 + Lr Passed A 7 . . . 17.25 IUlIJIIjHIlI I III 11111 tIll III 11111 I I111111jiii" 'It! Iii 11111 liii 11111111 I It' FvxFbment 0 + Lr 44upuIiIlInhI1Illl1lI1IIllIiI - rvx Shear. D+Lr - - C C Company : Core Structure, Inc. Designed D.H. Project : Paniniklssion Valley - : Checked : S.W. RE Job No. : 90115 Date: : 07/08/2019 Plan : Client : N/A Beam ID -.3 Hdr @ Front of the Dining Room Section type: Douglas Fir-Larch No.1 Section name: 6x12 Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170 E (psi): 1600000 ' Lu (ft): 8.25 Ignore shear Wthin (d): True Repetitive member: False Applied Loads: ROOF _P 840PLF =42 x (20+20)12 @0' to 8.25' WALL _E 178.5PLF =10.5 x 17 @0' to 8.25' ROOF _P 145PLF =7.25 x (20+20)12 @ 0'to 8.25' ROOF _P 107.5PLF 5.375 x (20+20)12 @ 0'to 4.125' ROOF _P 107.5PLF =5.375x'2020/2 @4.125' to 8.25' SELF WEIGHT 14.83PLF From 0' to 8.25' Factors: t1Cm= ICL0.99CF1 Cfu= 1 Ci1 Cr1CT1 Reactions: Support D L Lr S WsN WWE ESN EWE Max. LC (Down/Up) 1 2999 0 2202 1 0 0 1 1 0 0 1 0 5201/0 2 3102 0 2305 1 0 0 1 0 0 1 0 5407/0 Code check: Actual Loc.(ft) Allowed Ratio (°I CD Moment (lbs-ft) 11046 4.12 16865 65 - 1.25 Shear (lbs) 3945 8.25 8960 44 1.25 Live Deflection 0.052 4.12 0.275 19 - . Total Deflection 0.121 4.12 0.413 29 -'r Passed 11uIih1llljIfl1ll 1W ifiiifill IIiiiuu11" " liii liii 1111111.1111 I' " - Max Mament D + Lr 4ttII]l]1i1HuIllhtI]llhillhI1llll Max Shear. D + Lr - "l!iLlWJIQiQIU]lplliH III III llllIlluhIIJIj(WIIiLI '!! - - Max Deflection: D + Lr I - I-. Lateral Force Analysis JobNo.: . Calc. No i Kabob Grill - Mission Valley 90115 t: Checked ment Anchorage . A.D. ].lot.. Rooftop Unit Case 1 Seismic Load Mechanical Electrical per: and Ip (important factor) = Component 1 MCE short period Ss= 1.500. MCE 1 sec. period Si= 0.663, Site Class= 0 SDS 1.000 ap (amplification factor)= 2.5 Rp (modification factor)= 6.. Building height (H)= 19 ft Equipment anchor elev.(Z)= 19 .ft Fp= 0.4x ap x SOS x (1+2x(Z/H)) / (Rp / Ip) x Wp = 0.50 Wp Fpmax.= 1.6 x SDS x 1p x Wp=1.60 Wp Fpmin.= 0.3 x SOS x Ipx Wp= 0.30 Wp Using Lateral Force Eh = 0.50 Wp Wind Load per Method 2 - Analysis Procedure Design Wind Load for Rooftop equipment with H <60 Wind speed= 110 n°iph Risk Catagoly II Exposure category= C Topographic factor KZt = 1 qh (velocity pressure)= 0.00256 Kz Kzt Kd V2 1= 23.7 psf Kz= 0.9° Kd= 0.85 Fh= qz GCrAf GCr= 1.9 (Af <0.1 BH) Fh= 45 psf Designed By: S.W. . (ASCE 13.6) (ASCE Table 13.6-1) (ASCE Table 13.6-1) (ASCE Eq. 13.3-1) (ASCE Eq. 13.3-2) (ASCE Eq. 13.3-3) (ASCE 30.11) - (ASCE29.51)"° (ASCE 26.8.2) (ASCE Eq. 29.3-1) (ASCE Table 29.3-1) (ASCE Table 26.6-1) (ASCE Eq. 29.5-2) (ASCE 6.5.8) (ASCE Fig. 6-21) Anchorage Design Project: Job No.: Calc. No.: Designed By: Panini KabobGrill - Mission Valley 90115 . . - ISM. . . Subject: Equipment Anchorage ... ...... •... Checked By: AM Rooftop Unit Case 1 . Equipment weight = 1105 lb Based on ASCE Table 13.61a, 2.5 Anchorage: 2 row total 8 screws .- ... - Gravity height 2.14 ft Anchorage space: 2.92 ft Project area = 3.45 ft-w x 4.28 ft-h = 14.77 sq. ft -L.oad Condition: 06b +070E Lateral Force: 0.50 x W= 552.5 lb Overturn moment = 2069 lb-ft Resistant moment = 968 lb-ft Required uplift resistant= 188.55 lb/ ea. Screw Required sliding resistant= 120.86 lb/ea. screw Load Condition: 060 +0.6W Lateral Force: 45.02 x Area= 664.8 lb Overturn moment = 853.6 lb-ft Resistant moment = 968 lb-ft Required uplift resistant= -9.79 lb/ ea. screw Required sliding resistant= 49.86 lb/ea. screw I A35s are Ok for above uplift load and sliding CO Structural Calculation Addendum Revision 2 Panini Kabob Grill - Bressi Ranch Carlsbad, CA Project No.: 80340 May 8, 2019 rc, • .1 No. C78194 J * Exp. 09-30-19 * Or CAO-iSO Amir Deihimi, Principal Core Structure, Inc., 23172 Plaza Pointe Dr., Suite afUr&49 910L "1 fluvaclo?.0 01,22 Ik'AIè11J• Anchor Designer TM Software Version 2.4.6025.22 5, Company: Core Structure, Inc. I Date: 5/8/2019 Engineer: S.W. Page: 1/4 Project: 80340- Panini Kabob Grill Address: 23172 Plaza Pointe Drive Phone: 9499547180 E-mail: shamiek@corestructure.com Project description: Tenant Improvement Plan Location: Carlsbad, CA Fastening description: Glass Railing Anchorage Base Material Concrete: Normal-weight Concrete thickness, h (inch): 24.00 State: Cracked Compressive strength, f c (psi): 2500 4'.v: 1.0 - Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Hole condition: Dry concrete Inspection: Periodic Temperature range, Short/Long: 150/110°F Ignore 6d0 requirement: Not applicable Build-up grout pad: No 1.Proiect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: F1554 Grade 36 Diameter (inch): 0.500 Effective Embedment depth, he (inch): 6.000 Code report: ICC-ES ESR-2508 Anchor category: - Anchor ductility: Yes hmin (inch): 8.50 cm (inch): 8.49 Cmm (inch): 1.75 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: No Anchors subjected to sustained tension: No Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No <Figure 1> Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com rIE.ihI Anchor DesignerTM I Software Version 2.4.6025.22 0 Company: Core Structure, Inc. I Date: 5/8/2019 Engineer: S.W. I Page: 2/4 Project: 80340 - Panini Kabob Grill Address: 23172 Plaza Pointe Drive Phone: 9499547180 E-mail: shamiek@corestructure.com Recommended Anchor Anchor Name: SET-XP® - SET-XP WI 112'0 F1554 Gr. 36 Code Report: ICC-ES ESR-2508 Input data and results must be checked for agreement with the existing circumstances, the standards andguidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com tIkAl1Shl Anchor DesignerTM Software Version 2.4.6025.22 S Company: Core Structure, Inc. Date: 5/8/2019 Engineer: S.W. Page: 3/4 Project: 80340 - Panini Kabob Grill Address: 23172 Plaza Pointe Drive Phone: 9499547180 E-mail: shamiek@corestructure.com 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N88 (lb) V88,, (lb) Vuay (lb) I(Vuax)2+(Vuay)2 (Ib) 1 0.0 200.0 0.0 200.0 Sum 0.0 200.0 0.0 200.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 0 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'p18 (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'p, (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v, (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 Steel Strength of Anchor in Shear (Sec. D.6.1 V. (lb) Øgrout 0 4outØ V80 (lb) 4940 1.0 0.65 3211 Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2 Shear perpendicular to edge in x-direction: Vbx = m1nI7(1e/da)02 IdaA6JfcCalI5: 92d/fcCal'5I (Eq. D-33 & Eq. D-34) le (in) d8 (in) A0 f'8 (psi) Cal (in) Vb. (lb) 4.00 0.50 1.00 2500 4.00 3001 0Vcbx =O(Avc/Avco)Y'etVY'c.v!l'h.VVbx (Sec. D.4.1 & Eq. D-30) Ave (in2) Av. (in2) ¶Pcd.v Itv Wh.v Vb. (lb) 0 ØVcbx (lb) 72.00 72.00 1.000 1.000 1.000 3001 0.70 2101 Concrete Prvout Strength of Anchor in Shear (Sec. D.6.3 ØVcp = 0 minlkcpNa; kc,,NcbI = $ minlkcp(ANO/ANao) !I'ea.No V'Cp,NaNba kcp(ANc/ANco) ¶I'eis.N ¶I'c.NY'cp.NNbI (Eq. D-40) kcp AN0 (in 2) ANOO (in 2) 'ed,Na ¶I'cp,Na Nba (lb) N. (lb) 2.0 81.80 104.55 0.935 1.000 4807 3515 ANC (in 2) AN. (in 2) V'ed,N !N . I'cp.N Nb (lb) Ncb (I b) 0 0Vcp (I b) 144.00 324.00 0.833 1.000 1.000 12492 4627 0.70 4921 Input data and results must be checked for agreement with the existing circumstances; the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com I Anchor Designer TM I Software Version 2.4.6025.22 'a Company: Core Structure, Inc. I Date: 5/8/2019 Engineer: S.W. I Page: 4/4 Project: 80340- Panini Kabob Grill Address: 23172 Plaza Pointe Drive Phone: 9499547180 E-mail: shamiek@corestructure.com Results Interaction of Tensile and ShearForces (Sec. D.fl Shear Factored Load, V0 (lb) Design Strength, eV (lb) Ratio Status Steel 200 3211 0.06 Pass T Concrete breakout x+ 200 2101 0.10 Pass (Governs) Pryout 200 4921 0.04 Pass SET-XP wl 112"0 F1554 Gr. 36 with hef = 6.000 inch meets the selected design criteria. Warnings - When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3. - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per designer option. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company inc. 5956W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 10712 I2704 L l2U7C7 l25Oh31 060 çJ T I8 12509023 IOU 12?" City of Carlsbad - OCT 162019 RECORD CTM WELDING 1345 N. Dynamics Street Suite A Anaheim, CA 92806 Ph: 714-577-9353 Fax: 714-577-9333 WELDER QUALIFICATION TEST RECORD WQTR No: Welder Name: Esau Ramirez-Gonzalez Welder ID: 10811414 WPS No. AWS 82,1.1 -018.94 Revision: 0 Variables Record Actual Values In Qualifications Process (Table 4.10. Item (1) GMAW Transfer Mode (OMAW): Short-Cu. 0 Globular 0 Spray 0 Type: Manual 0 Machine C] Semi-Auto 0 Auto 0 Number of Electrodes Single Multiple 0 CurrentiPolanty AC 0 DCEP tI DCEN 0 Pulsed 0 Position (Table 4.10. Item (4) 3G. 40 Weld Progression: (Table 4.10, Item ) UpS Down [3 Backing [Table 4.10. Item (7)1 Use Backing Z Consumable Insert (GTAW) Use Insert 0 Material/Spec. A36 STEEL to A36 STEEL Thickness (Plate): Grove (in) W. Filleft( ) NSA Thickness (Pipe/Tube): Groove ( ) N/A Diameter (Pipe): Groove ( ) N/A Fillet ( ) N/A Notes Filler Metal (Table 10, Item (2) Spec. AWS ALIB Class ERYOS4 F-No. 6 Gas/Flux Type (Table 4.10. Item (3)1 75/25- Araon1Co2 Other NIA DATE: 417118 Qualification Range GMAW.L OMAW-Scrair Transfer Shod-Circuiting 0 Globular 0 Spray 0 Manual 0 Machine Semi-Auto 0 Auto 0 Single Multiple AC [3 OECPØ DCEND Pulsed 0 All Positions Up Down With Backing ] Without Backing 0 With Insert 0 Without Insert j CARBON STEEL MI. P1. GROUP I OR 2 1/8 - _.LLin 1/8 - _jLjjn _N/A_ - _in _NIA_ - — in 24 - Unlimited In Any Unlimited in PIPE TO PLATE FILLETS ONLY AWS A6.18 ER70S. All Classifications —5.18 100%CO2, 75-95 Areon/Salance CO2 N/A VISUAL INSPECTION (4.8.1) Acceptable YES iI IIflfl lJfl TORT PI 11M f& O ! jype Result Type - Result Root Bend I Pass Root Bend Pass Face Bend I Pass Face Bend Pass (Fillet Test Results 4.22,4.1) Appearance: N/A Fillet Size: N/A Macmatch: N/A Fracture Test R Pe ____________________________________Test No: _______ OateW1 Inspected , WA . Description: N/A RADIOGRAPHIC TEST RESULTS (4.9.22) Fn Identification No. Result Remark I i WA ITest Interpreted by: N/A Organization: NIA No. NIA CWI 02071821 o Welded. Inspected and Tested in accordance with LA-City Document No. P/BC 2001-45 QC1 £XP71112020 Testing Agency: CTM WELDING Lab No; TA24648 Welded, inspected and Tested In accordance with AWS 82.1-1-018-94 1w Authorized BY: Date: 417/18 AWS 01.1 (GMAW) .4- WOTR No.: CTM WELDING 1.345 N. Dynamics Street Suite A Anaheim, CA 92806 Ph: 714-577-9353 Fax: 714-577-9333 WELDER QUALIFICATION TEST RECORD Welder Name: Esau Ramiraz.Ganzalez Welder ID: 10811414 WPS No. AWS B2.14-01694 Revision: 0 Variables Record Actual Values In Qualifications Process (Table 4.10. Item (1) SMAW Transfer Mode (GMAW): Short-Cl,. 0 Globular [3 Spray [3 Type: ManualO Machine 0 Semi-Auto 0 Auto 0 Number ofElectrodes single Multiple 0 Curnt/PoIarity AC 0 OCEP Z DCEN 0 Pulsed 0 Position (Table 4.10. Item (4) 30.40 Weld Progression: (Table 4.10, Item (6) UPO Down[] Backing (Table 4.10. Item (7)3 Use Backing 0 Consumable Insert (GTAW) Use Insert 0 Mat4rla!lSpec. A38 STEEL to A 36 STEEL Thickness (Plate); Grove In I Fiiiett( ) NSA Thickness (Pipe/Tube): Groove ( ) NSA Diameter (Pipe): Groove ( ) WA Fillet ( ) NSA Notes Filler Metal (Table 10, Item (2) Spec. AWS A5.1 OR A%$ Class E7018 DIA 159" F-No. 4 Gas/Flux Type (Table 4.10. Item (3)3 NSA Other NSA DATE: 412111.8 Qualification Range SMAW Short-Circuiting 0 Globular 0 Spray 0 Manual 0 Machine E3 Semi.Auto 0 Auto 0 Single Multiple Q AC DECPZ DCEND Pulsed F.H.V.OH - ALL POSITIONS Up Down With Backing 19 Without Backing 0 With Insert 0 Without Insert 0 CARBON STEEL Ml. P1. GROUP I OR 2 118 • Unlimited in 1/8 - Unlimited In 24 - Unlimited In Any - Unlimited in PIPE TO PLATE FILLETS ONLY EXX20. EXXST. EXX211. EXX20.X. EXX27.X EXXI2. EX.X13. EXX14, EXXI3.X EXXIO. EXX11. EXXIO.X. EXXII-X EXXIS. EXXIG. EXXI8, EXXI6.X. EXXIB-X, EXXI8.X VISUAL INSPECTION (4.9.1) Acceptable YES GUIDED BEND TEST RESULTS (4.9.3.3) Type r Result I Type I Result LSide-30 I Acceptable I Acceptable I Side46 I Acceptable I Side-413 I Acceptable I I (Fillet Test Results (4.9.1.2) Appearance: WA Fillet Size: NSA Macmatch: NI A Fracture Test Root PenstrAion: NIA ............... . ... Description: NIA Inspected By: 4&06aa _Joel No: NIA Orgerfairtion: Date: 4/21/18 L.0- f- RADIOGRAPHIC TEST RESULTS (4.22.3.1) Film Identification No. Remark Interpreted by: NSA Organization: NSA N/A Test No. NSA Date: I o Welded. Inspected and Tested in accordance withLA-City Document No. PIBC 2002.045 0 Welded, Inspected and Tested in accordance with AWS 82.1-1-016-94 Testing Agency: CT M Welding Lab No. TFi24648 John M Juares Authorized CWI 02071621 Y 0: Data: 4121118 OCI EXP. 71112020 - Slruclural 1AWS 01.1 (SMAW)