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2833 STATE ST; ; CBC2017-0323; Permit
City ofFC Carlsbad Commercial Permit Print Date: 04/16/2018 Permit No: CBC2017-0323 Job Address: 2833 State St Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Fiñaled Parcel No: 2032940300 Lot U: Applied: 06/14/2017 Valuation: $28,630.00 Reference U: DEV2017-0093 Issued: 09/05/2017 Occupancy Group: Construction Type: - Permit Finaled: U Dwelling Units: Bathrooms: Inspector: MCoIl Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 4/16/2018 9:40:43AM Project Title: SHOREHOUSE KITCHEN Description: SHORE HOUSE KITCHEN - 1,780 SF REST TI, 996 SF NEW PATIO DINING & ACCESSIBILITY UPGRADES AT PARKING LOT Applicant: JAMES LEE 8334 Clairemont Mesa Blvd San Diego, CA 92111-1319 BUILDING PERMIT FEE ($2000+) $271.60 BUILDING PLAN CHECK FEE (BLDG) $190.12 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $43.00 FIRE A-2 & A-3 Occupancies - TI $609.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $45.00 PUBLIC FACILITIES FEES - outside CFD $1,002.05 5B1473 GREEN BUILDING STATE STANDARDS FEE $2.00 SEWER CONNECTION FEE (General Capacity all areas) $2,932.76 STRONG MOTION-COMMERCIAL $8.02 SWPPP INSPECTION FEE TIER 1 - Medium BLDG $232.00 SWPPP PLAN REVIEW FEE TIERl - MEDIUM $55.00 TRAFFIC IMPACT Commercial-Industrial Outside CFD $6,732.00 Total Fees: $12,122.55 . Total Payments To Date: $12,122.55 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 760-602-8560 f I www.carlsbadca.gov THE 0'LILW IW APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: EIPLANNING £JENGINEERING DBUILDING EJFIRE :JHEALTH E]HAZMATIAPCD1 Building Permit Application Plan Check No. _2 (1- o3Z3 Est. Value (03 City of 1635 Faraday Ave., Carlsbad, CA 92008 2.. Ph: 760-602-2719 Fax: 760-602-8558 CdrI slail email: building@carlsbadca.gov Plan Ck. Deposit Date /fq in Iswppp 1 — www.carlsbadca.gov JOB ADDRESS 2833 State St. Carlsbad, CA 92008 SUITE#/SPACE#/UNIT# - APN 203 - 294 - 02 - 00 CT/PROJECT # LOT # PHASE # a OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE CC. GROUP 2 Shorehouse kitchen V-B A-2 DESCRIPTION OF WOR Include Square Feet of Affected Area(s) 1 O Restaurant TI, Patio Trellis Addition Demo mt walls and struct retrofit, new partitions, ceiling and associated MEP, partial ext wall remodel for door & window modification, add 996 sf covered trellis for patio dining, add 3 parking and trash enclosure EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING IFIRESPRINKLERS restaurant restaurant 0 996 0 YES fl# NO YES E] NO YESNOE I APPLICANT NAME James Lee PROPERTY OWNER NAME City of Carlsbad Primary Contact ADDRESS . ADDRESS 8334 Clairemont Mesa Blvd, Ste104 1200 Carlsbad Villaqe Drive CITY STATE ZIP CITY STATE ZIP San Diego CA 92111 .. Carlsbad CA 92008 PHONE FAX PHONE FAX 858-414-0856 . . 760-434-2836 EMAIL EMAIL jpja926@qmail.com . . CurtisJackson@carlsbadca.gov DESIGN PROFESSIONAL James Lee. . CONTRACTOR BUS. NAME I - ¼) -7k ç/ , ADDRESS (same as applicant) ADfS .,ç &J CITY STATE ZIP ITY STATE ZIP 9)_0 PHONE FAX . P ONE I' Oyu FAX I EMAIL . EMAIL STATE LIC. # S LI CLASS H; CITY BUS. LIC.# NNQWLr-j —4 (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,t1 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 ii civil penalty of not more than five hundred dollars ($500)). ttD O®IZ Work 'Compensation Declaration: thereby affirm under penally of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain work 'compens tion, as required b Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insyfance carrier and Policy numberare:InsuranceCo._Tr/hc, f% C Policy No. C S' 0 O '7 Expiration Date /1/ / '7 This section need not be completed if the permit is for one hundred dollars ($100) or less. / []Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensatlo coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damag s provided for in ection 3706 of the Labor code, interest and attorney's fees, CONTRACTOR SIGNATURE . ... . []AGENT DATE Z//'J thereby affirm that tam exempt from Contractor's License Law for the following mason: 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 fur sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the 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 Contractors License Law). El 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. EYes DNo 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 I 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 I address I phone / contractors' license number): I will provide some of the work, but I have contr dud (hired) the following persons to provide the work indicated (include name I address I phone / type of work): £PROPERTY OWNER SIGNATURE AGENT DATE \ ,. u31døIi aowao Is the 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 2553401 the Presley-Tanner Hazardous Substance Account Act? 11 Yes - No Is the applicant or future building occupant required to obtain a permit 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 T 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. Otiqxaøj MZØU@ LS7 2 2 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 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 INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 50' 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 thorized by such permit is suspended or abandoned at any time after the work is commenced for a period 01180 days (Section 106.4.4 Uniform Building Code). ..APPLICANT'S SIGNATURE DATE Ur 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 (Commercial Projects Only) Fax (760) 602-8560, Email buiIdinQ(äcarIsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) - CONTACT NAME . OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL . OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) ASSOCIATED CB# CONTRACTOR (On Pg. NO CHANGE IN USE / NO CONSTRUCTION MAIL / FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION APPLICANT'S SIGNATURE DATE Permit Type: BLDG-Commercial Application Date: 06/14/2017 Owner: Work Class: Tenant Improvement Issue Date: 09/05/2017. Subdivision: TOWN OF CARLSBAD AMENDED Status: Closed - Finaled Expiration Date: 09/10/2018 Address: 2833 State St Carlsbad, CA 92008-1631 IVR Number: 4358 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency TCO, see card for pickup. - Yes BLDG-Building Deficiency Patio wall top finish undecided at final Yes inspection. - BLDG-Plumbing Final Yes BLDG-Mechanical Final - Yes BLDG-Electrical Final . Yes BLDG-Structural Final - ' No BLDG-Electrical Final No BLDG-Mechanical Final No -. BLDG-Building Deficiency Notice No BLDG-Plumbing Final I No BLDG-Fire Final 054517.2018 Scheduled Dominic Fierl Incomplete Checklist Item COMMENTS Passed FIRE- Building Final . No -I ( April 16, 2018 - Page 5 of 5 Permit Type: BLDG-Commercial Application Date: 06/14/2017 Owner: Work Class: Tenant Improvement Issue Date: 09/05/2017 Subdivision: TOWN OF CARLSBAD AMENDED Status: Closed- Finaled Expiration Date: 09/10/2018 Address: 2833 State St Carlsbad, CA 92008-1631 IVR Number: 4358 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date BLDG-85 T-Bar, 051502-2018 Passed Michael Collins Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-44 Yes Rough-Ducts-Dampers BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-Building Deficiency Per revised plans at Kitchen/prep Yes BLDG-Building Deficiency Not ready, not part of plan No BLDG-34 Rough Electrical - Yes BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 0411112018 04/11/2018 BLDG-Final 054583-2018 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Notice No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 04/13/2018 04/13/2018 BLDG-Final 054977-2018 Partial Pass Michael Collins Reinspection Incomplete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency TCO, see card for pickup. Yes BLDG-Building Deficiency Notice No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 04/16/2018 04/16/2018 BLDG-Final 055063-2018 Passed Michael Collins • Complete Inspection I April l6,2018 Page 4of5 Permit Type: BLDG-Commercial Application Date: 06/14/2017 Owner: Work Class: Tenant Improvement; Issue Date: 09/05/2017 Subdivision: TOWN OF CARLSBAD AMENDED Status: Closed - Finaled Expiration Date: 09/10/2018 Address: 2833 State St Carlsbad, CA 92008-1631 IVR Number: 4358 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date BLDG-45 Hoods 047936-2018 Passed Michael Collins Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Grease duct smoke test Yes BLDG-85 T-Bar, 047934.2018 Failed Michael Collins Reinspection Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready, not part of plan No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No RoughDucts-Dampers 02/14/2018 02/14/2018 BLDG-44 048963-2018 Partial Pass Michael Collins Reinspection Incomplete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Base layer grease duct wrap. Yes 02/16/2018 02/16/2018 BLDG-34 Rough 049058.2018 Passed Michael Collins Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency EMR emailed to SDGE Yes BLDG-Building Deficiency Not ready No 03/12/2018 03/12/2018 BLDG-23 051359-2018 Failed Michael Collins Reinspection Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready - . No BLDG-44 051571.2018 Partial Pass Michael Collins Reinspection Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency Base layer grease duct wrap. BLDG-Building Deficiency Face layer grease duct wrap 03/13/2018 03/13/2018 BLDG-23 051503-2018 Passed Michael Collins Gas/Test/Repairs Checklist Item - COMMENTS BLDG-Building Deficiency GMR emailed to SDGE BLDG-Building Deficiency Not ready Yes Yes -4 - Passed Yes No Complete Complete Incomplete Complete April l6,2018 Page 3of5 Permit Type: BLDG-Commercial Application Date: 06/14/2017 Owner: Work Class: Tenant Improvement Issue Date: 09/05/2017 Subdivision: TOWN OF CARLSBAD AMENDED Status: Closed - Finaled Expiration Date: 09/10/2018 Address: 2833 State St Carlsbad, CA 92008-1631 IVR Number: 4358 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 12/08/2017 12/08/2017 BLDG-22 043012-2017 Passed Paul Burnette Complete Sewer/Water Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-84 Rough 042869-2017 Partial Pass Paul Burnette Reinspection Incomplete Combo(14,24,3444) 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 12/21/2017 12/21/2017 BLDG-17 Interior 044084.2017 Passed Tim Frazee Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Ok to tape Yes 01/08/2018 01/08/2018 BLDG-11 045243-2018 Failed Michael Collins Reinspection Foundatlon/Ftg/Pier $ (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 01/12/2018 01/12/2018 BLDG-11 045712-2018 Partial Pass Paul Burnette Reinspection Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 01/17/2018 01/17/2018 BLDG-11 046050-2018 Passed Michael Collins Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Column footing steel at patio. Yes BLDG-Building Deficiency Not ready No / 02/06/2018 02/06/ 2018 BLDG-34 Rough 047935-2018 Failed Michael Collins Reinspection Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No Complete Complete Incomplete Complete Complete April 16, 2018 . Page 2 of 5 I-' Permit Type: BLDG-Commercial Application Date: 06/14/2017 Owner: Work Class: Tenant Improvement Issue Date: 09/05/2017 Subdivision: TOWN OF CARLSBAD AMENDED Status: Closed - Finaled Expiration Date: 09/10/2018 Address: 2833 State St Carlsbad, CA 92008-1631 IVR Number: 4358 Scheduled Actual ' Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 01108/2018 BLDG-11 ' 045398-2018 Carcelled Michael Collins Reinspection Complete Foundation/Ftg!Pier ( s(Rebar) - Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 09/19/2017 09/19/2017 BLDG-11 035066.2017 Partial Pass Paul Burnette Reinspection Incomplete Foundation/Ftg/Pier S (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency , No BLDG-21 035067.2017 Passed Paul Burnette Complete Underground!Underf loor Plumbing Checklist Item -. COMMENTS Passed BLDG-Building Deficiency ' ' Yes 10/26/2017 10/26/2017 BLDG-Il 038724.2017 , Failed Paul Burnette Reinspection Complete Foundation!Ftg/Pier S (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/31/2017 10/31/2017 BLDG-13 Shear 039151-2017 Partial Pass Paul Burnette Reinspection Incomplete Panels/HD (ok to / wrap) " Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/13/2017 11/13/2017 BLDG-13 Shear 040170-2017 Passed Paul Bumette Complete Panels/HD (Ok to wrap) - Checklist Item COMMENTS Passed BLDG-Building Deficiency ' Yes 12/06/2017 12/06/2017 BLDG-84 Rough 042657-2017 Passed Paul Burnette • Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency • l 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 - - April 16, 2018 1 1 Page 1 of 5 PACIFIC CONSTRUCTION INSPECTIONS, INC. 12308 Fronsac Street Tel. (619) 778 4219 San Diego, CA 92131 Email. Pacificinsp20@yahoo.com JOB NO. DATE CERTIFIED INSPECTOR'S WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 STRUCT STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM -OTHER. 0 REINFORCED MASONRY 0 DEEP FOUNDATION JOB ADDRESS 2933 5 -7i 577 e e 7 Ce2e9l"7-g BUILDING PERMIT NUMBER 23 PLAN FILE NUMBER OWNER OR PROJECT N E 47/X2,/5f /1"/iCA 4 7-2: ARCHITECT CONSTR. MATL. (TYPE, GRADE, DESIGN STRENGTH I SOURCE OF MFGR ENGINEER 0ii//s DESCRIBE MATL (MIX DESIGN, RE-BAR GRADE & MFGR, WELD-ROD, ETC) / GENERAL CONTRACTOR ic A'ep 4ff- Z /5 CONTR. DOING REPORTED WORK LAB. RECEIVING & TESTING CONSTR. MAR SAMPLES INSPECTION DATE ARRI VAL TIME. DEPARTURETIME DETAILED REPORT OF WORK INSPECTED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC INCLUDES INFORMATION ABOUT- AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED NUMBER, TVPE& IDENT. NO'S OF TEST SAMPLES TAKEN, STRUCT. CONNECTIONS (WELDS MADE, H.T. BOLTS TORQUED) CHECKED; ETC fli/'5 -74 0/1- /A '5 7, (.$57eC1-J#7. 4i,ch,&s ef -/70 • 7t9/& %',A5 , 7/Ie77 4'ot3 /j tcTh 1,0(7 c - ____ - 7p / e fri-) ,' j /J opt/ç, /Ir,//-t'/ 1'e1 6/ Ile c(' INSPECTOR (PRIN9RFYPE) 117 I' 12c.c( 5' 1. SIGNATURE: 1t97rz1 %/'-,7777 DATE SIGNED:/12 i59i/ 7 CERTIFICATE NO. CERTIFICATION OF COMPLIANCE: to the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes, This report covers the locations of the work inspected only and does not constitute engineering pin Ion or project control, 4 EsGil Corporation In (Partners/lip with government for Bui(ding Safety U APPLICANT '1U RI S. U PLAN REVIEWER U FILE DATE: 8/23/2017 JURISDICTION: PLAN CHECK NO.: CBC2017-0323 SET: III PROJECT ADDRESS: 2833 State St. PROJECT NAME: Shorehouse Kitchen T. I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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 Corporation 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: James Lee EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted James Lee Date contacted (by: 1524- Email: jp Mail Telephone Fax In Person REMARKS: Set II with sh By: Eric Jensen EsGil Corporation EGA 0 EJLMB LIPC Telephone #: 858-414-0856 gmail.com k cc Enclosures 8/22 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnership with Government for(Building Safety DATE: 6/27/2017 JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-0323 SET:I PROJECT ADDRESS: 2833 State St. PROJECT NAME: Shorehouse Kitchen T. I. O APPLICANT J URIS. U PLAN REVIEWER U FILE LII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicanVs copy of the check list has been sent to: James Lee LII EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: James Lee Telephone #: 858-414-0856 Date contacted:CIas'/r? (by:.-2) Email: jpja@gmail.com ~~E—~Maiili~Tel~ephone Fax In Person LI REMARKS: ' By: David Yao Enclosures: EsGil Corporation El GA EJ El MB LI PC 6/15 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 City of Carlsbad CBC2017-0323 6/27/2017 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS I PLAN CHECK NO.: CBC2017-0323 JURISDICTION: City of Carlsbad OCCUPANCY: A2 USE: restaurant TYPE OF CONSTRUCTION: VB ACTUAL AREA: 1780 sfT. I. 996 patio ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: N REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/14 DATE INITIAL PLAN REVIEW COMPLETED: 6/27/2017 OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/15 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 arebased 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 CBC2017-0323 6/27/2017 - [DO-NOT PAY— THIS IS NOT AN INVOICE] V V VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-0323 PREPARED BY: David Yao . V DATE: .6/27/2017 BUILDING ADDRESS: 2833 State St. V VV V BUILDING OCCUPANCY: A2 V V BUILDING 7[ PORTION H AREA (Sq. Ft.) Valuation Multiplier f Reg. Mod. VALUE ($) V restaurantT.I. V 1780 .64.72 V 115,202 patio wood/cover 996 12.33 12,281 V Air Conditioning Fire Sprinklers V V TOTAL VALUE I V 127,482 Jurisdiction Code ICb IBY Ordinance Bldg. Permit Fee by Ordinance V V ____________ $725.46___________ Plan Check Fee by Ordinance V 1 $471.55 Type of Review: : E Complete Review V Structural Only - V Repetitive Fee LI Other LI . - Repeats Hourly . Hr. @ * V V EsGil Fee . $406.261 Comments: - In addiioh to the above f;idditiOhaIfee Of V $86/hr.,) for the CaiGreen review. V Sheet of 1 V - macvalue VdOC + City of Carlsbad CBC2017-0323 6/27/2017 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 Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 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 Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Floor Area The patio is roofed over. The area should be included in the floor area. 2. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 107.2. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." . SITE PLAN Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the-site plan.(The beam/column line of the patio will be consider as exterior wall of the building) City of Carlsbad CBC2017-0323 6/27/2017 Provide a statement on the site plan stating: "All property lines, easements and buildings, existing and proposed, are shown on this site plan." LOCATION ON PROPERTY Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. The following specific area(s) should be addressed: a) The beam/column line of the patio cover will be considered exterior wall of the building. Provide detail to show the 1 hr construction. Exterior walls shall have a 30 inch parapet when they are required to be fire- resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 705.11). The uppermost 18" of such parapets shall be noncombustible. 8: Please demonstrate compliance with Table 705.8 for limitations on openings in exterior walls, based on fire separation distance. The following specific area(s) should be addressed: a) The open space between the column at edge of patio cover will be considered opening. It does not comply with table 705.8 Please show on the plans the required rating for openings in exterior walls, based on fire separation distance. Tables 716.5 and 716.6. Combustible projections located less than 5' from a property line shall be 1-hour fire-resistance-rated construction or heavy timber construction. Section 705.2.3. EXITS Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1010.1.9. In lieu of the above, in a Group B, F, M or S occupancies (or places of religious assembly or Group A occupancies having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." This signage is only allowed at the main exit. Section 1010.1.9.3. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1010 (width, swing, hardware, etc.). Section 1010.1:(door lB) ' ACCESSIBILITY Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. City of Carlsbad CBC2017-0323 6/27/2017 ADDITIONAL 14. The roof plan (A22) shows the plastic roofing over the patio area. Class A roof covering is required. (city policy) 15. Specify on the plans the following information for the roof materials, per Section 1506.3: (The new roof over patio area) Manufacturer's name and product name/number. ICC approval number, or equal. 16. Please refer the following corrections for mechanical, plumbing, electrical and energy items. 17. 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. 18. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No 19. The jurisdiction has contracted with Esgil Corporation 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 Corporation. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen PLUMBING (2016 CALIFORNIA PLUMBING CODE) The urinal is shown on the floorplans but not much else. Please include on fixture schedule, water caics., etc. 2. For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0 Backwater valves are: Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. Optional: Fixtures installed on a floor level below the next upstream manhole cover however they (the fixture flood rim) are not below the manhole cover. City of Carlsbad CBC2017-0323 6/27/2017 Not Allowed: For waste systems with fixtures installed on a floor level above the next upstream manhole cover. All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as possible to control the effects of water hammer. Please detail. CPC 609.10 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) No M31 sheet included. Provide a section or somehow include the following information for the kitchen exhaust systems: Clearance distance of hoods from combustible construction per CIVIC 507.3. (Behind and overhead) Clearance distance of type I exhaust ducting from combustible construction. Routing of make-up air ducting and hood exhaust ducting, exposed or concealed, interior or exterior, demonstrating clearances. 6. Show the required cleanouts CIVIC 510.3.3) for the grease duct: At changes in direction and Horizontal ducts require at least one 20" X 20" opening for personnel entry: Note: If access sizing (20" X 20") is not possible, cleanouts are required to be installed every 12'. Deep fat fryers must be installed no closer than 16" from the fryer to surface flames from an adjacent appliance. CIVIC 515.1.1.3. ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) Check with the Utility Company for their service requirements: The layout description appears to be a residential design, not a commercial service equipped with test bypass bussing. Complete the service grounding design: Electrode descriptions and conductor sizing. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) Include the window and door energy efficiency specifications on the architectural floorplans. Instantaneous water heaters (rating greater than 2 kW) shall have isolation valves and hose bibs installed on both the cold-water supply and hot water output piping. ES 110.3 City of Carlsbad CBC2017-0323 6/2712017 Shut-Off Controls: Each floor, each space (not exceeding 5,000 square feet), and each type (general, display, and ornamental) of lighting shall be individually capable of being automatically shut-off when the building is unoccupied. Include the control design. (A percentage of egress lighting is now included in the shut- off requirement). ES 130.1(c) All exterior lighting must be controlled by a photocell and an automatic scheduling control device. EM 130.2(c) 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. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 DOORS Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be -<1/2 lower than the doorway threshold, per Section 11 B- 404.2.5. 2. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11 B-404.2.7: Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Is to be centered ~!34" but :544" above floor 3. Show or note that the maximum effort to operate doors shall not exceed 5 pounds, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 11B-404.2.9. 4. Show or note that the lower 10" of all doors comply with Section 11 B-404.2. 10, as follows: a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. City of Carlsbad CBC2017-0323 6/27/2017 b) Narrow frame doors may use a 10" high smooth panel on the. push side of the door. GROUP A OCCUPANCIES 5. Show that dining, banquet and bar facilities are accessible, as follows: a) Where a counter has a height >34" high, a portion of the main counter (a minimum of 60" long) shall be provided with a height of 34" maximum. Section 11 B-226.3. END OF DOCUMENT 1 Sheet: job #: 17053 Date: Quails Engineering Structural Engineering Services Project: Shorehouse Kitchen TI Engineer Andrew Lelia S DESIGN BASIS GOVERNING CODE: 2016 CBC CONCRETE: P, = 2500 PSI (MINIMUM) REINFORCING STEEL: ASThA615, F =60 KSI STRUCTURAL STEEL: ASThIA36, Fy = 36 ksi (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GR B, Fy =46 ksi (STRUCTURAL HSS TUBES) SAWN LUMBER: DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 2013 CBC. ENGINEERED WOOD BOISE CASCADE OR EQUIVALENT BCI WOOD "I'JOISTS —ICC-ESR 1336 BC VERSALAM 2.OE/LVL/LSL - ICC-ESR 1040 PROJECT SCOPE Project consists of a proposed tenant improvement within an existing approximate 1,750 square foot one story commercial building with located at 2833 State Street, Carlsbad, CA 92008. The existing building is primarily constructed utilizing wood frame construction with 2x stick framed roof and typical slab on grade with turned down footings. There has not been a soils report provided for this project therefore the foundation design will be based on minimum soils values per 2016 CBC chapter 18. O-KVLJ1" vJet, O'\ P-i-(,t 1q1 C)x-IrL,r El Qua.s Engineering Structural Engineering Services Sheet Project job #: 17O3 Engineer. 4 tW Date: She arwall Design Level: 'iU 0 Direction: 1-) V,5i (Unit Shear): psf Gridline: a- = 4 ,5'. 'I. S 12I Y ft A (rrib. Area) = 0 ;L ft2 F (Lateral Load) = X, h9 V lbs SW Type: £a V lf (Unit Lateral Load) = I11 pif Vaii = ________pif H:W Adjustment (Vwx h/2w) = "I f ?-' P pIE HI) Type: /10 2_ Overturning Force OK by inspection Tan = o7 c lbs I,=—ft uplift= /0 /tL) lbs : Gridline: I 11- S, ft A (rrib. Area) = X 917— ft2 F (Lateral Load) = I - x I 1 705- lbs SW Type: (' ( V lf (Unit Lateral Load) = I75/'i. v r 11-0 Of U Van = a-te C) pif H:W Adjustment (VIfx h/2w) = PH I-ID Type: ML—' u.- Overturning Force - OK by inspection Tan = 3077 lbs LLft lO-1 lbs Gridline: l = ft A (Trib. Area) = ft2 . F (Lateral Load) = lbs SW Type: V (Unit Lateral Lad) = plf Van = plf H:W Adjustment (VpWX h/2w) = pIE HI) Type: Overturning Force OK by inspection Tan = lbs L = ft Uplift = lbs Gridline: l = ft A (Irib. Area) = ft2 F (Lateral Load) = lbs SW Type: Vi1 (Unit Lateral Load) = plf Van = pif H:W Adjustment (Vpirxh/2w) = plf HI) Type: Overturning Force OK by inspection To lbs L_ft Uplift= lbs Shorehouse Kitchen TI 2833 State Street Carlsbad, CA 92008 Structural Calculations - 17053 C 77372 . OF AU~ Quails Engineering Structural Enpineerino,Seruirpq CBC20I7-0323 2833 STATE ST SHORE HOUSE KITCHEN - 1780 SF REST TI, 996 SF PATIO 2032940300 6/14/2017 CBC20I 7-0323 8334 Clairemont Mesa Drive, Suite 104 San Diego, CA 92111 Phone: 858 414-0856 Quails Engineering Sheet: / Structural Engineering Services Project: Shorehouse Kitchen TI Job U: 17053 Engineer: Andrew Leija Date: S S71 XVJ -7 DESIGN BASIS GOVERNING CODE: 2016 CBC CONCRETE: fc = 2500 PSI (MINIMUM) REINFORCING STEEL: ASTM A615, F =60 KSI STRUCTURAL STEEL: ASTM A36, Fy =36 ksi (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GR B, Fy = 46 ksi (STRUCTURAL HSS TUBES) SAWN LUMBER: DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 2013 CBC. ENGINEERED WOOD BOISE CASCADE.OR EQUIVALENT BCI WOOD "I' JOISTS - ICC-ESR 1336 BC VERS LAM 2.OE/LVL/LSL - ICC-ESR 1040 PROJECT SCOPE Project consists of a proposed tenant improvement within an existing approximate 1,750 square foot one story commercial building with located at 2833 State Street, Carlsbad, CA 92008. The existing building is primarily constructed utilizing wood frame construction with 2x stick framed roof and typical. slab on grade with turned down footings. There has not been a soils report provided for this project therefore the foundation design will be based on minimum soils values per 2016 CBC chapter 18. Quails Engineering Sheet: Structural Engineering Services Project /1v //u3 L,TthrjV TX7 Job #: ? 70S3 Engineer: ,jil 012it..J I&..WI Date: Desi2n Loads: Pitched Roof: Dead Load (DL) Roofing 5.0 psf 1/2" Plywood 1.8 psf Truss Framing 4.0 psf Insulation 0.5 psf 1/2" Gyp. Bd. 2.2 psf Mech./Elec. 0.5 psf Misc. 1.0 psf DL E 15.0 psf Live Load (LL) LLY = 20.0 psf (Reducible) DL+LL= 35.0 psf Walls: Stud Walls Exterior Walls 15.0 psf Interior Walls 7.0 psf Allowable Soils Bearing Pressure: ASBP =1,500 psf @ 12 inches below lowest adjacent finished grade. Seismic: Site Class: D Ss = 1.155 Fa = 1.04 S= 1.199 SDS = 0.80 S1 = 0.443 Fv = 1.56 SM1 = 0.69 SDI = 0.46 Response Redundar Cs Cs Occupancy Importance Mod. Factor Factor, S0s/(R/I) S0s/(R/l) Category Factor, I R rho (LRFD) (ASD) II 1.00 6.5 1,3 0.160 0.114 Wind Load: (ASD) Basic Wind Speed: 110 mph Exposure: C Importance Factor 1.00 MWFRS P = (0.6) Lambda x K,t xix P 30 Lambda = 1.21 12.8 psf K. 1.0 P o= 17.7 Components & Cladding P = (0.6) Lambda x K7 x x 1 net3 .t3ø 27.2 P = 19.7 psf RL= ?3O lbs RR =- lbs wi= b P1= P2 V. 273 0 lbs Mmax = 17Y ft-lbs Ireq'd in4 Wi=Z,;,- W2= P1= P2= Use: Va11 M 1= 3'7%II 71V5' 10017 __ lbs ?-1 -7 ft-lbs j4 Use: Member: 1' •1' Quails Engineering - Sheet 3 Structural Engineering Services Project St1eiriiOL %e Job #: /7e> r-2, Engineer 4 Date: Vertical Design Level: DL= /S psf LR 2,b psf LL= psf Member: AS RL= (? lbs RR =____ it lbs Member: KS 10, It, RL= LJO7 lbs ____________ lbs V. lbs M = ft-lbs Leq'd = j4 o PLp W2= pi= Ll St is V P2= Vmax =M77 lbs M= aTDc ft-lbs Ireq'd j4 vall= lbs MaU= ft-lbs 1= jri4 Use: Va11 /r(eo lbs ft-lbs 1= I7'?— j4 Member: I-I RL = lbs RR = 3510 lbs w1=. (ir cflo PLr W2= IS-04 P2 Vmax lbs M. 12.11? ft-lbs Irecl'd = 3/0 j4 Use: /' L'SC (M ,) Vaii ___-lbs M35= 9D7S ft-lbs 1= j4 Quails Engineering Sheet: l Structural Engineering Services Project: stl _ Job #: )765 Engineer A. (-(1 1W Date: Vertical Design Level: p00F DL = / psf LR 20 psf LL= psf Member: Is T RL= 271 lbs RR= _____ lbs Member: A k -)- P1 3 . RL= /4S lbs RR= J2 lbs Member: ! & RL = lbs RR= II lbs Member: 1' RL= /--3 lbs R= _____lbs Wi= 2JO PLF W2= Pi= 4q 4' Vmax ___________lbs M 31yq ft-lbs Ircq'd = 12-1 j4 wl= W2= p1 (ge_)? II1W P2= Vma )21i lbs Mmax = ____________ ft-lbs Ireq'd = ______________________ j4 W1 1jb VL W2= P1= Ri*000)i '5D P2 Vmaz lbs M fl(DIg ft-lbs Ireq'd = ____ j4 Vrflax = /353 lbs M.=- ____ft-lbs Ireq'd 7? j4 Use: qxf 0 Vaii qaS? lbs M= &23t ft-lbs 1= j4 H Use: qXe Va11 lbs Ma ft-lbs j4 Use: 394VL Vaii 90 lbs M jC)35 ft-lbs 1= p00 j4 Va11 __lbs M= 'Z37 ft-lbs 1= 21,31 in4 W2= P1= P2 Use: Quails Engineering Sheet Structural Engineering Services Project 40ce Job #: I76s3 Engineer: 4, Date: Vertical DesioL Level: Rc)Dn DL psf LR= ______ psf LL = ______ psf Member: T rol Vil 'C) wl= 22,'(, ('SF) •'.() llbr'-F W2 P= Vmax = 0 lbs RL = 6 ,0 lbs Mmax = - ft-lbs RR = I ((e 0 lbs 're'd Use:' 3x (IrvwAJw) V,11 ' lbs Mau = ft-lbs 1= j4 Member Wl= W2 ¶Pi= P2 V. RL= __lbs M RR = ______________ lbs Leq'd k Use: lbs Van = lbs ft-lbs Man = ft-lbs j4 J= j 4 Member. RL= lbs RR =___________lbs Member: RL= _ lbs RR= __________ lbs W1= W2= PI= P2= V. = ___________lbs Mmax = ft-lbs Leq'd = _____________________ j4 WI = W2= P1= P2 V1n2 lbs Mina" = ft-lbs Ireq'd = ________________ j4 Use: Van Maii 1= lbs ft-lbs j4 Use: V311 __________lbs Maij = ___________ ft-lbs 1= j4 Quails Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Project Title: Shorehouse TI - Carlsbad En9ineer: Andrew Leija Project ID: 17053 Project Descr: 00 earn Wood B File e:Dmpboxl2017JO-1117053--i\CALCUL-1\SHOREH-1.EC6 jllll ENERCALC INC 1983-2017 Bulld6 172.28 Ver6 17228 IU!'A'E'I'IIIP wr.is'1flI4TI i - - Description: TB-1 CODE REFERENCES . Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 1000 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 1000 psi Ebend- xx 1700 ksi FC - PrIl 1500 psi Eminbend - xx 620 ksi Wood Species : Douglas Fir - Larch Wood Grade : No.1 Fc - Perp Fv Ft 625 psi 180 psi 675 psi Density 31.2pc1 Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Applied Loads . . . . . Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D=0.110klft Maximum Bending Stress Ratio = 0.528 1 Maximum Shear Stress Ratio = 0.284 : 1 Section used for this span 3x12 Section used for this span 3x12 fb : Actual = 475.52 psi fv : Actual = 45.98 psi FB : Allowable = 900.00psi Fv Allowable = 162.00 psi Load Combination +0+1-i Load Combination +041 Location of maximum on span = 14,000ft Location of maximum on span = 13.140 ft Span # where maximum occurs = Span #1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio = 0<360 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.114 in Ratio = 1476>=180 Max Upward Total Deflection -0.014 in Ratio = 10558>=180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C CFN C, Cr Cm C CL M lb Pb V fv Fv +D-*41 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.528 0.284 0.90 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 900.00 0.86 45.98 162.00 Length =6.Oft 2 0.528 0.284 0.90. 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 900.00 0.59 45.98 162.00 -'D+L.l-1, LL Comb Run (L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.476 0.255 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1000.00 0.86 45.98 180.00 Length =6.oft 2 0.476 0.255 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1000.00 0.59 45.98 180.00 404{.+H,LL Comb Run (L) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.Oft 1 0.476 0.255 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1000.00 0.86 45.98 180.00 Length =6.Oft 2 0.476 0.255 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1000.00 0.59 45.98 180.00 +O+L+H,LL Comb Run (LL) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Quails Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Project Title: Shorehouse TI - Carlsbad En9ineer: Andrew Lelja Project Descr: Project ID: 17053 '7 Wood Beim'. file =e:kDropbo,xOl7JO-11170,53--l~CALCUL~lXSHOREH-:I.EC6 ENERCALC INC 1983-2017 Bu1Id617228 Ver617228 Description: TB-1 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C C FN C 1 Cr Cm C t CL M lb F'b V lv F'v Length = 14.0 ft 1 0.476 0.255 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1000.00 0.86 45.98 180.00 Length =6.Oft 2 0.476 0.255 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1000.00 0.59 45.98 180.00 -+0+t.r*I, LL Comb Run (L) . 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.oft 1 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.86 45.98 225.00 Length =6.oft 2 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.59 45.98 225.00 .f041.14.l ILL Comb Run (L*) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.86 45.98 225.00 Length =6.oft 2 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.59 45.98 225.00 +D+Lr*I, LL Comb Run (LL) ' 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.86 45.98 225.00 Length =6.oft 2 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.59 45.98 225.00 4040.750Lr-+0.750L41,LL Comb R 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.86 45.98 225.00 Length =6.ott 2 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.59 45.98 225.00 4040.750Lr+0.750L*I,LL Comb R' 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.oft 1 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.86 45.98 225.00 Length =6.oft 2 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.59 45.98 225.00 i0-..750Lr-.O.75OL44,LL Comb R 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.86 45.98 225.00 Length =6.oft 2 0.380 0.204 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.09 475.52 1250.00 0.59 45.98 225.00 Overall Maximum Deflections '• ... :, Load Combination Span Max. -" Defi Location in Span Load Combination Max. + Defi Location in Span D Only 1 0.1138 6.413 0.0000 0.000 2 0.0000 6.413 D Only -0.0136 2.782 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.663 1.658 Overall MiNimum 0.663 1.658 +0*1 0.663 1.658 +04*1, LL Comb Run (1) 0.663 1.658 -'044H, LL Comb Run (L) 0.663 1.658 +D+{.+H, LL Comb Run (LL) 0.663 1.658 9O4Lr4H, LL Comb Run (*L) 0.663 1.658 404.r4H, LL Comb Run (L) 0.663 1.658 -.0+Lr*H, LL Comb Run (LL) 0.663 1.658 404O.7501-r-+0.750L*l, U. Comb Run ( 0.663 1.658 +D-.0.750Lr40.750L4H, LL Comb Run (L 0.663 1.658 s0.O.750Lr40.750L4H, LL Comb Run (L ' 0.663 1.658 D Only 0.663 1.658 Lr Only, LL Comb Run ('1) Lr Only, LL Comb Run (L*) Lr Only, LL Comb Run (LL) L Only, LL Comb Run (L) L Only, LL Comb Run (L*) L Only, LL Comb Run (LL) H Only Quails Engineering Sheet Structural Engineering Services Project: Stop uS job #: 176 5-3 Engineer: A. Date: bO FrLnrnAtva 01 f'4eJ1. UN It' S ...... ...............tiOr14 Le,.I' Pr) gop p1 /Psr WT S S S 1A17 37PP—?o. es(--' D. /7 PF .. S I... .1.... .1 G •' S S .Si •S.IIIS .....I SSSSI 55. S ........ p5icti, -s1* .• )'V1ft/ 7o"-p' I3nb . SS S S S S IVS. I) 1 /6 OFC w= ........ .. S S . S Quails Engineering Sheet: Structural Engineering Services Project Job #: /7t:y- Engineet ,A. I fL4 Date: Sjiii. Qv C.te;cic 0 0 0 ASC.6 7—IO,T?,.I'3t6 I3.(o/ -. 10, h )ø' (Ate 5lcit iY L Sbs / 2I . 2O . . ... . . 0 0 0 • ((c, 5 p (-"r ? O? • 0 0 ''r /&(# ccrm- 1V\ 0 $pj.e. t4r 07 urctpr ° ?# b,5*s ti t oi7.4,.O,/fZt.Jr '7410). I# . • S# (MD) • • .: No t., V -F .I 0661 7 ' . I(orc. 0 ......0 •0 0 0 Quails Engineering Sheet: 1 0 Structural Engineering Services Project: Job #: 1-7b 5T3 Engineer: 4. Date: 0(-FkAI/u1 /Jo • • . :. . . . • . . ................ Ift'ob Wil 41$-D.# • • • ' I • L/J. • • • • • • • • P1 15P5F I 4,ox '- c) - P r Dow" =.cIf5F I 2'O .11'. ••l .............. . •,lf. I . . ... 2(, 7° . ., 70 p 'I • • • I I • • • Y l .........................................• • yii4 12( 1 I ! • q .................... . • . (3 • • . Quafls Engineering Structural Engineering Services fct4IttL )op AMoIzvt Ho &i i ' qst# Sheet: I I Project Job #: 1 71DY3 Engineer A-• Date: f I.f KO 'b 9)3w()D) . . . . 0i3 rr O./&Si7 ...... ii'- . v (nsa) . . . I I I IJ o! & I -> 2_ POO5 . I -r 1•' 7 /L 7,/c, Quails Engineering Sheet: Structural Engineering Services Project jçg Job #: I7053 Engineer 4 , LELP4 Date: Lateral Design Seismic V = CM 0 II '1 kV W= Total Dead Load Roof Diaphragm i1 l' t LX IS PF Exterior Walls (p 5 F r F-I I Y PS Interior Walls Si) FT XFTk 7J'5l E 3I1(Q13 lbs Base Shear V = CW > 3,(e I I W- Vpsf Wind Check Check N-S(12.8psfx /2+2)4 31 E-W(12.8psfx 91 /2+2)4 SS '--l> //P5F M 5 —r &.) IA I) C) v-4' 5 -LA) s?Stt( CO'I04,J5 Quails Engineering Sheet: 3 Structural Engineering Services Project S 11DC Job #: 170T) Engineer. , Date: Shearwall Design Level: R0'F Direction: A.! S V1 1 (Unit Shear):. 2.. Z psf Gridline: 4 i, = 2 ft A (Trib. Area) = 4 2-t ft2 F (Lateral Load) = k t. 71 lbs V,r (Unit Lateral Load) = LrtD plf I-LW Adjustment (Vplfx h/2w) = "4 plf Overturning Force OK b inspection I,=-ft Uplift/5K 1(Jri 1JK/J)? /7-' lbs Gridline: B l = / j- , S ft A (rrib. Area) (f ft2 F (Lateral Load) = X 2 - I lbs Vt1 (Unit Lateral Load) = .i i plf H:W Adjustment (VI,. h/2w) = 18/ x 1*y 7.5 ?-S? plf Overturning Force OK by inspection L = ft Uplift 1 S- 4 '7) 'fz z- lbs Gridline: D L, __________________________ ft A(rrib. Area) = ?9 = '15 ft2 F (Lateral Load) = I 57 x Z,.2- V 1f (Unit Lateral Load) = ________ H:W Adjustment (Vwx h/2w) = - XOK by inspection Overturning Force L=._ft Uplift _ lbs LS plf plf lbs SW Type: c Va11 = 4&6 plf HD Type: 1tZ2U 2. Tn= 7 - lbs SW Type: Yr- V.0 plf HD Type: Wo 2- T= ?075 lbs SWType: Val )_ij o Of HD Type: Tau = —. lbs Gridline: 6 i = 1 " (9 ft A(Trib. Area) = _I 2 F (Lateral-Load, lbs V Jf (Unit Lateral Load) = 1/ plf H:W Adjustment (Virx h/2w) = YO plf Overturning Force fl/OK by inspection I,= iL.. ft Uplift ,c) lbs SW Type: (per V211 pif HD Type: T= ?o?S' lbs Quafls Engineering Structural Engineering Services Project Engineet 4 (t Sheet 14 Job#: 17OS- Date: Shearwall Design Level: Direction: £ Vf (Unit Shear): a,C psf Gridline: — i,= )3S ft A (I'rib. Area) = .t 'y o) - 0 .. ft2 F (Lateral Load) = t..x Z. \ Y lbs SW Type: &E V1f (Unit Lateral Load) = )iq plf Vail = 0 plf H:W Adjustment (Vi-x h/2w) = plf I-ID Type: Overturning Force OK by inspection Tai = - lbs L, ft Uplift= lbs Gridline: I = 1 - S 19 ft A (Irib. Area) = X ST 12- ft2 F (Lateral Load) = X 2.1 I 1 705- lbs SW Type: Vlf (Unit Lateral Load) = j?14.'t- r - Dt.b plf VaH= Ce C) pif H:W Adjustment (V1fx h/2w) = plf HI) Type: th?' — Overturning Force OK by inspection Taii = 3071' lbs L, ft 102-2. lbs : Gridline: l= ft A (rrib. Area) = ft2 F (Lateral Load) = lbs SW Type: V1i (Unit Lateral Load) = plf Vaii = plf H:W Adjustment (V1,iix h/2w) = plf 11 I-ID Type: Overturning Force - OK by inspection Taii = lbs L.ft Uplift =lbs Gridline: l= ft A (Trib. Area) = ft2 F (Lateral Load) = lbs SW Type: Vii (Unit Lateral Load) = pif Vaii = plf H:W Adjustment (Vpiix h/2w) = plf HD Type: Overturning Force OK by inspection Tat = lbs Lw__ft Uplift = lbs Sheet Quails Engineering Structural Engineering Services Project: ______ Job #: 1703 Engineer: fr, (CZY* Date: Quails Engineering Structural Engineering Services 4403 Manchester Ave #203 Encinitas, CA 92024 (760) 652-9257 Project Title: Shorehouse TI - Carlsbad Enyineer: Andrew Lelja Project Descr: Project ID: 17053 / 110 St 'i c" " ,,: '.:' 1' - ' ' .'.'.'" .;'•. •.' ' '. •" ' File =e:mpboxl2O17JO-117O53---1cALCuL-1\SHOREH-1.EC6 ee O.Umfl ENERCALC INC 1983-2017 BulId6I7228 Ver6I7228 Description: SC-1 'code References " ' •'• ' Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 General 'Information Steel Section Name: HSS6x6x3/16 Overall Column Height 11.50 ft Analysis Method: Allowable Strength Top & Bottom Fixity Top Free, Bottom Fixed Steel Stress-Grade Brace condition for deflection (buckling) along columns: Fy : Steel Yield 46.0 ksi X-X (width) axis: E : Elastic Bending Modulus 29,000.0 ksi Unbiaced Length for X-X Axis buckling = 11.5 it, K = 1.0 V-V (depth) axis: Fully braced against buckling along V-V Axis Loads ' ' ' ' Service loads entered. Load Factor's will be applied for calculations. Column self weight included: 166.833 lbs * Dead Load Factor AXIAL LOADS... Axial Load at 11.50 ft, 0 = 1.660 k BENDING LOADS... Lat. Point Load at 11.50 ft creating Mx-x, E = 0.720 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial-+8ending Stress Ratio = 0.3240 : 1 Maximum SERVICE Load Reactions.. Load Combination +D+0.70E+H lop along X-X 0.0 k Location of rnax.above base 0.0 It Bottom along X-X 0.0 k At maximum location values are... Top along V-V 0.0 k Pa: Axial 1.827 k Bottom along V-V 0.720 k Pn I Omega: Allowable 87.272 k Ma-x: Applied -5.796 k-ft Maximum SERVICE Load Deflections Mn-x IOmega: Allowable 18.486 k-ft Along V-V 0.9704 in at 11.50ft above base Ma-y: Applied 0.0 k-ft for load combination: E Only Mn-y I Omega: Allowable 18.486 k-ft Along X-X 0.0 in at 0.Oft above base for load combination: PASS Maximum Shear Stress Ratio = 0.0160 Load Combination +D+0.70E+H Location of max.above base 0.0 ft At maximum location values are... Va : Applied 0.5040 k Vn I Omega : Allowable 31.506 k Load-Combination Results Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.021 PASS 0.00 ft 0.021 PASS 0.00 It 0.021 PASS 0.00 ft 0.021 PASS 0.00 ft 0.324 PASS 0.00 ft 0.320 PASS 0.00 ft Maximum Shear Ratios Stress Ratio Status Location 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.016 PASS 0.00 ft 0.016 PASS 0.00 ft Load Combination +D+H +D+Li+H -'.D.+0.750Lr+0;750L41 +D-4.0.70E+H 40.60D40.70E40.60H Maximum Reactions. , , ' ' ' ,. ' Note: Only non-zero reactions are listed. X-X Axis Reaction V-V Axis Reaction Axial Reaction Load Combination @ Base @ lop ti Base @ Top @ Base 41J+t1 k k 1.827k k k 1.827 k k k 1.827 k 4040.750Lr4O.750L4H . k k 1.827 k 40+0.70E4H k 0.504 k 1.827 k 40.60040.70E40.60H k . 0.504 k 1.096 k Qualli Engineering Project Title: Shorehouse TI - Carlsbad 17 Structural Engineering Services Engineer: Andrew Lelja Project ID: 17053 4403 Manchester Ave #203 Project Descr: Encinitas CA 92024 (760) 652-9257 Quallsenq.com : • t steel -Column '....ENERCALC . ...•. •. I INC 1983-2017 Build617228 Ver617228 Lic. i. Description: SC-1 Maximum Reactions : H . Note: Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination © Base © Top © Base @ lop © Base DOnly k k 1.827k LrOnly k k k LOnly k k k E Only k 0.720 k k HOnly k k k Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance - - +041 0.0000 in 0.000 It 0.000 in 0.000 ft 0.0000 in 0.000 ft 0.000 in 0.000 ft .0-'{r41 0.0000 in 0.000 it 0.000 in 0.000 ft +0+0.750Lr+0750L44-1 0.0000 in 0.000 ft 0.000 in 0.000 It +0+0.70E#H 0.0000 in 0.000 ft 0.679 in 11.500 It ..0.60D+0.70E+0.60H 0.0000 in 0.000 ft 0.679 in 11.500 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 it LrOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 in 0.000 it 0.000 in 0.000 it E Only 0.0000 in 0.000 It 0.970 in 11.500 ft H Only 0.0000 in 0.000 It 0.000 in 0.000 ft SteelSection Properties',: HSS6x6x3I16 Depth = 6.000 in lxx = 22.30 mM J = 35.000 mM Design Thick = 0.174 in Sxx = 7.42 inA3 Width = 6.000 in R xx = 2.370 in Wall Thick = 0.187 in Zx = 8.630 inA3 Area = 3.980 inn2 I yy = 22.300 mM C = • 11.800 ine3 Weight = 14.507 pff S yy = 7.420 1n'13 Ryy = 2.370 in Ycg = 0.000 in M-x Loads Lq - • 6.00in Loads are total entered value. Arrows do not reflect absolute direction. Footing M = 2-0" Qualls Engineering Project Title: Shorehouse TI - Carlsbad 19 Structural Engineering Services Engineer: Andrew Lelja Project ID: 17053 4403 Manchester Ave #203 Project Descr: Encinitas, CA 92024 (160) 652-9257 Quallsenq.com PoI' 0t1rv' :Ebddor . F8ø"....tDmpbA2017J01\170531\CALCULiSH0REH1.EC6 III ENERCALC INC 1983-2017 Build6172.28 Vnr617228 Description: SP-1 Code References . .• Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information . Pole Footing Shape Rectangular Pole Footing Width 24.0 in Calculate Mm. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive ...................250.0 pcf Max Passive ................... ..1,500.0 psI Controlling Values Governing Load Combination: +D+0.70E4I Lateral Load 0.5040 k Moment 5.796 k-ft Restraint € Ground 1TISurface Pressure at Depth Actual 766.87 Psf Allowable 843.75 Psf Surface Retraint1I ,]i.: 4,153.33 *------1 wil Footing Base Area 4.0 ftA2 Maximum Soil Pressure 0.4150 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (kif) Applied Moment (kft) Vertical Load (ii) Dead Load k k/ft k-ft 1.660 k Lr: Roof Live k k/ft k-ft 0.0 k L: Live k k/ft k-ft k S: Snow k k/ft k-ft k W: Wind k klft k-ft k Earthquake 0.720 k . kIft k-ft k H : Lateral Earth k k/ft k-ft k Load distance above TOP of Load above ground surface ground surface 11.50 It It BOTTOM of Load above ground surface It +U+11 0.000: 0.000 . 0.13 0.0 31.3 1.000 +D414-H 0.000 0.000. 0.13 0.0 31.3 1.000 +D+Ij+H 0.000 0.000 0.13 0.0 31.3 1.000 4040.750Lr40.750L+H 0.000 0.000 0.13 0.0 31.3 1.000 +D40.70E+H 0.504 . 5.796 3.38 766.9 . 843.8 1.000 40.600+0.70E-+0.60H ' 0.504 5.796 3.38 766.9 843.8 1.000 Quails Engineering S Structural Engineering Services Project Engineer: A CE TW Sheet 1 Job #: )'7053 Date: FOUNDATION DESIGN Allowable Soils Bearing Capacity 1500 psf Use: 12 inch wide x New/Existing Foundation design b = 12 12 inch deep footing with d = 12 2 #4 1 top and bottom Allowable max line load w m bxASBP = 1500 ph Allowable max point load Pm =bX2dXASBP = 30001bs Spread footing design Pmax = b2 X ASBP F2 = 2 foot square footing with 3 # 4 each way @ btm = 6000 lbs F2.5 = 2.5 foot square footing with 3 #4 each way @ btm P = 9375 lbs F3 3 foot square footing with 4#4 each way @blm P1, = 13500 lbs F3.5 = 3.5 foot square footing with 4 # 4 each way @ btm Pm = 183751bs F4 = 4 foot square footing with 5 # 4 each way @ btm = 24000 lbs F5 = 5 foot square footing with 6 # 4 each way @ btm i44x.Vi.,t Lo = 37500 lbs = O1k. .i . + .z. 2. -r> cio - )!lIdflø J) - San Diego. Air Balance Co., Inc.. 1840 Comthercia1Street, Escondido, CA 92029 p 760 741 5401 f760 7412730 mail@,andiegoairbalance.com State Contractor's License #763259 SHOREHOUSE \. A/C SYSTEM & KITCHEN HO OD AIRFLOW CERTIFICATION ' 2833 STATE STREET CARLSBAD, CALIFORNIA 9q. "I 9 7, / CERTIFIED HVAC TEST & BALANCE ANALYSIS REPORT ./ S CONTRACTOR: JENKINS CONSTRUCTION N. TECHNICIAN: WADE PAVLICK, JESSE STEEVES SDAB JOB#: 17513 - This is to certify that SAN DIEGO AIR BALANCE CO., INC. has balanced the systems described here-in to their optimum performance capabilities. The Testing and Balancing has been performed in accordance with the standard requirements and procedurs of the ASSOCIATED AIR BALANCE 7 COUNCIL (AABC) and the results of these tests are here-in recorded. ASSOCIATED AIR BALANCE COUNCIL CERTIFICATION NUMBER: 00-01-48 DATE: 12 APRIL 2018 REVISEIC' APPROVED BY: JEFFREY L. WICKA /9 7 / AABC AABC Associated Air Balance Council AnnualMembership. Certificate 4wardè1 to San Diego Air Balance Co., Inc. as a memôer in gooistan&ng of the .4ss0ciatedfiir (Ba&znce Counci(for the year 2018 This mcm6er has met altrequirementsfor mcmôersIiip anus entitleito all rights aniprivithgcs offV4cTBC certification. This certificate is renewa6Th on an. annua16as1s ani expires December 31, 2018. Michael Delcamp, Preside,:t ;ii Kenneth M. Sulka, Executive 'fiirector S Associated Air Balance Council Annual Certificate Jeffrey Wicka San Diego Air Balance Co., Inc. pa e,1/ea 9t aiuI Oa46ztjze &qàieei . a/ea b& I&A&/r9u4tthf? and /eçuthwnea1si ef t/u ce~itedOakmcel Oomwd 9Z&aóoianzede/&/4 aido,ecI to fl'Øirn' totiJ tthv izkact ut' wt4 a eta4ed t& anda& mi&wthited.A akace' owzafr t%eea,' 2Oth 9€ /9Ith'atth' ,ia,née,- 00-0/-46 ikjf4€ /ecoj,irued p tk ikwaza /1aoa~ztt& ei&at4rn, is/ Imewaolk otil an, a,uuea 6a& zwnuurtthn, zen/& ioidJoi t% Mcea yam 04, fcai &r/iiie& Oecellz1Sel, S1, 907c Michael Delcamp, President 1 Kenneth M. Sufka, Executive Mirector B. MECHANICAL HVAC ACCEPTANCE FORMS (check box for required compliance documents) Test Performed By: MECHANICAL CONTRACTOR Designer: This compliance document is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for HVAC systems. _The jgeLisfeauiredtocheckihPnnlichlhnv_ for all acceptance tests that apply and list all equipment that requires an acceptance test. All equipment of the same type that CBC20I70323 installing The contractor who installed the equipment is responsible to either conduct the acceptance test themselves or have a qualified 2833 STATE ST for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the const) SHORE HOUSE KITCHEN - 1,780 SF REST TI, 996 SF PATIO Enforcement Agency: Plancheck -The NRCC-MCH-01-E compliance document is not considered a completed document and is not to be accepted by th Inspector - Before occupancy permit is granted all newly installed process systems must be tested to ensure _proper _operations. - - 2032940300 6/14/2017 Test Description MCH-02-A MCH-03-A MCH-04-A MCH-05-A MCH-06-A M Demand Air Controlled Equipment Requiring Testing or # of Single Zone Distribution Economizer Ventilation Su — Verification Units OutdoorAir Unitary Ducts Controls (DCV) - %~wUIILIUI I RTU-1 1 121 12] LI LI 1LI LI LI LI LI RTU-2 21 LI LI LI LI LI LI LI 5IthILast - fl I t.UI- LIrUr(NIF MfI1AIJItAI SVSTFMS Ij CEC-NRCC-MCH-01-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems JUIp Date Prepared 6/10/2017 Page 1 of 3 an 1W 10id IV ProjectNe: SHORE HOUSE TI IF A. MECHANICAL COMPLIANCE DOCUMENTS & WORKSHEETS (check box if worksheet is included) P For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2016 Nonresidential Manual Note: The Enforcement Agency may require ailforms to be incorporated onto the building plans. YES NO Comp. Doc./Worksheet# Title NRCC-MCH-01-E (Part 1 of 3) Certificate of Compliance, Declaration. Required on plans for all submittals. NRCC-MCH-01-E (Part 2 of 3) Certificate of Compliance, Required Acceptance Tests (MCH-02-A to 11-A). Required on plans for all submittals. () C NRCC-MCH-01-E (Part 3 of 3) Certificate of Compliance, Required Acceptance Tests (MCH-12-A to 18-A). Required on plans where applicable. NRCC-MCH-02-E (Part 1 of 2) Mechanical Dry Equipment Summary is required for all submittals with Central Air Systems. It is optional on plans. C - - - NRCC MCH 02 E (Part 2 of 2) Mechanical Wet Equipment Summary is required for all submittals with chilled water, hot water or condenser water systems. It is optional on plans. C NRCC- MCH - 03E Mechanical Ventilation and Reheat is required for all submittals with multiple zone heating and cooling systems. It is optional on plans. C NRCC-MCH-07-E (Part 1 of 2) Power Consumption of Fans. Required on plans where applicable C (j NRCC-MCH-07-E (Part 2 of 2) Power Consumption of Fans, Declaration. Required on plans where applicable CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 I A I C or L,LIrONIM MECHANICAL SYSTEMS Ae CEC-NRCC-MCH-01-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems Page 2 of 3 Project Name: SHORE HOUSE TI OatePrepared. 6/10/2017 C. MECHANICAL HVAC ACCEPTANCE FORMS (check box for required compliance documents) Test Performed By: MECHANICAL CONTRACTOR Designer: This compliance document is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes for all acceptance tests that apply and list all equipment that requires an acceptance test. All equipment of the same type that requires a test, list the equipment description and the number of systems. Installing Contractor: The contractor who installed the equipment is responsible to either conduct the acceptance test themselves or have a qualified entity run the test for them. If more than one person has responsibility for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsible. Enforcement Agency: Plancheck - The NRCC-MCH-01-E compliance document is not considered a completed document and is not to be accepted by the building department unless the correct boxes are checked. Inspector - Before occupancy permit is granted all newly installed process systems must be tested to ensure proper operations. Test Description MCH-12-A MCH-13-A MCH-14-A MCH-15-A MCH-16-A MCI-1-17-A MCH-18-A Automatic Fault Fault Detection Detection & Distributed Thermal Energy Supply Air Condenser Equipment Requiring Testing or & Diagnostics. Diagnostics for Energy Storage Storage (TES) Temperature Water Reset Verification # of Units for DX Units Air & Zone DX AC Systems Systems Reset Controls Controls ECMS LI C C C C C C ddRow 1Eernofi t I CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 Ip\Itur IUI'4Ifr' MECHANICAL SYSTEMS CEC-NRCC-MCH-01-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems Page 3 of 3 Project Name: SHORE HOUSE TI Date Prepared: 6/10/2017 DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and-complete. Documentation Author Name :ALVI N NGO PE Documentation Author Signature: A L"' N V N Digitally signed by ALVIN K. NGD i'Date: 2017.0529 06:52:41-07,00 companv:AN ENGINEERING Signature Date: 6/10/2017 Address: CEA/ HERS Certification Identification (if applicable): 25386 CHESTERFIELD LN. Citv/State/ZiP:WI LDOMAR, CA 92595 Phone :95 1-370-4369 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name:ALVIN NGO PE Digitally signed byALVIN K. NGD Responsible Designer Signature: A I IIM K. NGO Date: 2017.05.29 06:53:01 -0700' Company : AN ompany :AN ENGINEERING Date Signed: 6/10/2017 Address: 25386 CHESTERFIELD LN. License: M32798 city/State/ZiP:WILDOMAR CA 92595 Phone:9513704369 CA Building Energy Efficiency Standards -2016 Nonresidential Compliance January 2016 IMI t ur L1ruup11, HVAC DRY &WET SYSTEM REQUIREMENTS ___ 'EC-NRCC-MCH-02-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1. of 3) Project Name. SHORE HOUSE TI Date Prepared. 6/10/2017 A. Equipment Tags and System Description'- Dry Systems RTU-1 RTU-2 MANDATORY MEASURES Heating Equipment Efficiency3 Cooling Equipment Efficiency3 HVAC or Heat Pump Thermostats Furnace Standby Loss Control Low Leakage AHUs Ventilation Demand Control Ventilations Occupant Sensor Ventilation Contro16 Shutoff and Reset Controls7 Outdoor Air and Exhaust Damper Control Isolation Zones Automatic Demand Shed Controls Economizer FDD Duct Insulation PRESCRIPTIVE MEASURES Equipment is sized in conformance with Supply Fan Pressure Control Simultaneous Heat/Cool8 Economizer Heat and Cool Air Supply Reset Electric Resistance Heating9 Duct Leakage Sealing and Testing.10 T-24 Sections Reference to the Requirements in the Contract Documents2 110.1 or 110.2(a) 8.0 HSPF 8.0 HSPF 110.1 or 110.2(a) 14.5 SEER 14.5 SEER 110.2(b), 110.2(c) PROGRAMMABLE PROGRAMMABLE 110.2(d) NA NA 110.2(f) NA NA 120.1(b) 810 CFM 150 CFM 120.1(c)4 NA NA 120.1(c)5, 120.2(e)3 NA NA 120.2(e) NA NA 120.2(f) AUTO AUTO 120.2(g) NO NO 120.2(h) NA NA 120.2(i) NR NR 120.4 R-8 R-8 140.4(a & b) ® Yes 0 No ® Yes Q No 0 Yes 0 No 140.4(c) NA NA 140.4(d) NO NO 140.4(e) NOT REQUIRED NOT REQUIRED 140.4(f) YES YES 140.4(g) NO NO 140.4(l) NOT REQUIRED NOT REQUIRED Notes: Provide equipment togs (e.g. AHU I to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more spaces is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E compliance document. S. If one or more spaces has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E compliance document. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A compliance document must be submitted. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance - January 2016 STATE OF CALIFORNIA HVAC DRY & WET SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E (Revised 01/16 CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry & Wet System Requirements (Page 2 of 3) Project Name: SHORE HOUSE TI Date Prepared: 6/10/2017 B. Equipment Tags and System Description'- Wet Systems I I MANDATORY MEASURES Heating Hot Water Equipment Efficiency3 Cooling Chilled and Condenser Water Open and Closed Circuit Cooling Towers conductivity or flow-based controls Open and Closed Circuit Cooling Towers Maximum Achievable Cycles of Open and Closed Circuit Cooling Towers Open and Closed Circuit Cooling Towers Overflow Alarm Open and Closed Circuit Cooling Towers Efficient Drift Eliminators Pipe Insulation PRESCRIPTIVE MEASURES Cooling Tower Fan Controls Cooling Tower Flow Controls Centrifugal Fan Cooling Towers4 Air-Cooled Chiller Limitation Variable Flow System Design Chiller and Boiler Isolation CHW and HHW Reset Controls WLHP Isolation Valves VSD on CHW, CW & WLHP Pumps >5HP DP Sensor Location T-24 Sections Reference to the Requirements in the Contract Documents 110.1 Equipment Efficiency3 110.1, 140.4(i) 110.2(e) 1 Concentration (LSI)6 110.2(e) 2 Flow Meter with analog output 110.2(e) 3 110.2(e) 4 110.2(e) 5 120.3 140.4(h)2, 140.4(h)5 0 Yes 0 No 0 Yes 0 No 0 Yes 0 No 140.4(h)3 140.4(h)4 140.4(j) 140.4(k) 140.4(k) 140.4(k) 140.4(k) 140.4(k) 140.4(k) Notes: Provide equipment tags (e.g. CH 1 to 3) or system description (e.g. CHW loop) as appropriate. Multiple units with common requirements can be grouped together. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter N/A' if the requirement is not applicable to this system. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. For chillers operating at non-standard efficiencies provide the Kadj values. For chillers also note whether the efficiencies are Path A or Path B. Identify if cooling towers have propellerfans. If towers use centrifugalfans document which exception is used. If air-cooled chillers are used, document which exceptions have been used to comply with 140.4(j) and the total installed design capacity of the air-cooled chillers in the chilled water plant. Identify the existence of a completed MCH-06-E when open or closed circuit cooling towers are specified to be installed, otherwise enter "N/A". CA Building Energy Efficiency Standards - 2016 Nonresidential compliance January 2016 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E (Revised 01/1 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Wet System Requirements (Page 3 of 3) Project Name. SHORE HOUSE TI Date Prepared: 6/10/2017 DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ALVIN NGO, PE Documentation Author Signature: A I 'tll KI V MC' ( Digitally signed by ALVIN K. NOD ALVIN UI I. N GO.", .J'..J. Date: 2017.06.11 18:57:18-0700 Company: AN ENGINEERING Signature Date: 6/10/2017 Address: 25386 CHESTERFIELD LN. CEA/ HERS Certification Identification (if applicable): City/State/Zip: WILDOMAR, CA 92595 Phone: 951-370-4369 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: ALVIN NGO, PE Responsible Designer Signature: :ALVIN I.I V N.J (' ( Digitally signed by ALVIN K. NGO tSL.. V II g K. I '—''-'i-Date: 2017.06.11 18:57:44 -0700 Company: AN ENGINEERING Date Signed: 6/10/2017 Address. 25386 CHESTERFIELD LN. License: M32798 City/State/Zip: WI LDOMAR, CA 92595 Phone: 951-370-4369 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 or LIrUNI/ MECHANICAL VENTILATION AND REHEAT 171-6 CEO-N RCC-MCI-I-03-E (Revised 05/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat Page 1 of 2 Project Name: SHORE HOUSE TI Date Prepared: 6/10/2017 A. Mechanical Ventilation and Reheat In lieu of this compliance document, the required outdoor ventilation rates and airflows may be shown on the plans or the calculations can be presented in a spreadsheet. Mechanical Ventilation and Reheat worksheet available on the Energy Commissions website at: http://www.ertergy.ca.gov/tit1e24/2016standards/. Note: In all of the calculations that compare a supply quantity to the REQD V.A. quantity, the actual percentage of outdoor air in the supply is ignored. Areas in buildings for which natural ventilation is used should be clearly designated. Specifications must require that building operating instructions include explanations of the natural ventilation system. ACTUAL DESIGN (FROM EQUIPMENT ROOM VAV REHEATED VAV DEADBAND SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS BASIS MINIMUM PRIMARY AIR CFM PRIMARY AIR CFM Dl 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 >- >- >- L) 0 W CL 2 I— Z 0 I— < > O <—a <u < 9 9 < 0 0 0 0 —J Fr cx w I r'- 0 Z > w 0 LJ ' 0 ° w — w > 0 CL CL u 0 >-cc 20 (D 0 0 CL w < 0 0 2 zu zb j ° La o w > 0 cc 'It E b > 0 uaO 0 > 0 Cn Vt 0 03 'I 0 LU 7A I— < LU Z z 0 2 z z 0 0 >< U LU LU o3 o o 0 0 z 2 cr w LU u < 0 0 CCU — NJ _____ RTU-1 1,600 1,600 1,600 No 0 538 0.15 81 54 15 810 810 810 PASS N/A N/A RTU-2 1,600 1,600 1,600 No 0 1,145 0.15 172 10 15 150 150 iSO PASS N/A N/A Add Row. RernoeLatI (A Riiilrlino Fnprov Fffiriprtr, StnrtrrIc - ?fl1 1 NrtnrpcirIpntitI CrtmnIinrp Mtv ?fli .lbutur lrupiM MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E (Revised 05/16) UALII-ONIA tNLKUY UUMMIIUN CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat Page 2 of 2 Project Name: SHORE HOUSE TI Date Prepared: 6/10/2017 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ALVIN NGO, PE Documentation Author Signature: A I I Digitally signed by ALVIN K. WOO ALVIN I Ill K. F'J ,i'Oate: 2017.05.2907:11:16-0700 comPanv:AN ENGINEERING Signature Date: 6/10/2017 Address: CEA/ HERS certification Identification (if applicable): 25386 CHESTERFIELD LN. Citv/State/ZiP:i LDOMAR, CA 92595 Phone: 95 1-370-4369 RESPONSIBLE PERSONS DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part land Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: ALVIN NGO, PE I I I ri I RI , Digitally signed by ALVIN K. NGO Responsible Designer Signature: ALVIN I-%LV I P1 K. IiJ Date: 2017.05.29 07:11:34 -0700 Company AN ENGINEERING Date Signed: 6/10/2017 Address: 25386 CHESTERFIELD LN. License: M32798 Citv/State/ZiP.1 LDOMAR, CA 92595 Phone: 95 1-370-4369 (ARtiiIdino Fnpros, Fffiriisnrs, ctanr1orr1c - ni Nrsrtriacidpntil rrtmnIinrp Mlii, ni ,A,tur LIruFNtfr REQUIRED ACCEPTANCE TESTS CEC-NRCC-MCH-04-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-04-E Required Acceptance Tests Page 1 of 3 Project Name: SHORE HOUSE TI Date Prepared: 6/10/2017 A. MECHANICAL COMPLIANCE FORMS & WORKSHEETS (indicate if worksheet is included) For detailed instructions on the use of this and a// Energy Standards camp/lance documents, refer to the 2016 Nonresidential Manua/ Note: The Enforcement Agency may require all compliance documents to be incorporated onto the building plans. The NRCC-MCH-04-E and NRCC-MCH-05-E are alternative compliance documents to NRCC-MCH-01-E, NRCC-MCH-02-E and NRCC-MCH-03-E for projects using only single zone packaged HVAC systems. YES NO Form Title NRCC-MCH-04-E (1 of 2) Certificate of Compliance. Required on plans when used. NRCC-MCH-04-E (2 of 2) Mechanical Acceptance Tests. Required on plans when used. NRCC-MCH-05-E (1 of 2) HVAC Prescriptive Requirements. It is required on plans when used. C NRCC- MCH- 05 - E (2 of 2) Mechanical SWH Equipment Summary is required for all submittals with service water heating, pools or spas. It is - required on plans where applicable. Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 IMI t ur ruINu REQUIRED ACCEPTANCE TESTS GEC-NRCC-MCI-1-04-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-04-E Required Acceptance Tests Page 2 of 3 Project Name: SHORE HOUSE TI Date Prepared: 6/10/2017 Designer: This compliance document is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this compliance document will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance. Before occupancy permit is granted all newly installed HVAC equipment must be tested using the Acceptance Requirements. The NRCC-MCH-04-E compliance document is not considered a completed document and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed and replaced equipment. In addition a Certificate of Acceptance compliance documents shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Section 10-103(b) and Title 24 Part 6. The building inspector must receive the properly filled out and signed compliance documents before the building can receive final occupancy. Test Description MCH-02-A MCH-03-A MCH-04-A MCH-05-A MCH-06-A MCH-07-A MCH-11-A MCH-12-A MCH-14-A MCH-18-A Demand Automatic Distributed Energy Equipment Air Control Demand FDD for Energy Management Requiring Testing # of Outdoor Single Zone Distribution Economizer Ventilation Supply Fan Shed Packaged Storage DX Control or Verification Units Air Unitary Ducts Controls (DCV) VAV Control DX Units AC Systems System Test Performed By: RT U-i 1 ,' / MECHANICAL CONTRACTOR RT U-2 1 / / / MECHANICAL CONTRACTOR Add Row moveLastj CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 IMIUr LJIrursNII REQUIRED ACCEPTANCE TESTS CEC-NRCC-MCH-04-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-04-E Required Acceptance Tests Page 3 of 3 ProiectName: SHORE HOUSE TI Date Prepared: 6/10/2017 DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ALVIN NGO PE Documentation Author Signature: ALVIN K NCfl Digitally signed byALVIN K. NGO "Date: 2017.06.1119:11:56 -0700 Company: AN ENGINEERING Signature Date: 6/10/2017 Address: CEA/ HERS certification Identification (ii applicable): 25386 CHESTERFIELD LN. citv/'State/ziP:wi LDOMAR, CA 92595 Phone:95 1-370-4369 RESPONSIBLE PERSONS DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance.is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part land Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: N PE ALVIN GO, I I I RI I RI Digitally signed by ALVIN K. NGO Responsible Designer Signature: ALVIN fr'LV I I'il K. Il 'Date: 2017.06.1119:12:10-07'00* Company:AN ENGINEERING Date Signed: 6/10/2017 Address: 25386 CHESTERFIELD LN. License: M32798 Citv/State/ZIP:I LDOMAR, CA 92595 Phone: 951-370-4369 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January,2016 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: SHORE HOUSE TI Date Prepared. 6/10/2017 Equipment Tag(s)' RTU-1 RTU-2 _______________ MANDATORY MEASURES T-24 Sections Requiremen? As Schedu!et? Requirement3 As Scheduled3 Requirement3 As Schedulec? Heating Equipment Efficiency4 110.1 or 110.2(a) 8.0 HSPF 8.0 HSPF 8.0 HSPF 8.0 HSPF Cooling Equipment Efficiency4 110.1 or 110.2(a) 14 SEER 14.5 SEER 14 SEER 14.5 SEER Thermostats5 110.2(b), 110.2(c) Programmable Programmable Programmable Programmable Furnace Standby Loss Contro16 110.2(d) NA NA NA NA Low Leakage AHU 110.2(f) NA NA NA NA Ventilation 120.1(b) 810 CFM 810 CFM 150 CFM 150 CFM Demand Control Ventilation" 120.1(c)4 NA NA NA NA Occupant Sensor Ventilation Control8 120.1(c)5, 120.2(e)3 NA NA NA NA Shutoff and Reset Controls' 120.2(e) Programmable Programmable Programmable Programmable Outdoor Air and Exhaust Damper Control 120.2(f) auto auto auto auto Automatic Demand Shed Controls 120.2(h) na na na na Economizer FDD 120.2(i) na na na na Duct Insulation 120.4 R-8 R-8 R-8 R-8 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4(a & b) 42,574 BTUH 47,500 BTUH 41,625 BTUH 47,500 BTUH 140.4(a&b) Economizer 140.4(e) not required no not required no Electric Resistance Heating'° 140.4(g) no no no no Duct Leakage Sealing and Testing.1' 140.4(l) no no no no Notes: Provide equipment togs (e.g. AC1 or AC1 to 10). Multiple units of the some make and model with the same application and accessories can be grouped together. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. kBtuh or tons). For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. Where there is more than one requirement (e.g. full and part load efficiency) enter bath with the appropriate labels (e.g. COP and lEER). In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heatpump with electric heat), . In the right column indicate the capabilities of the thermostat as scheduled. If the unit has a furnace which is rated at ? 225,000 Btuh of capacity, indicate the rated standby lass and ignition source (e.g. lID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "N/A In the left column, enter both the required ventilation value from Table 120.1A and far the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled. If the space is naturally ventilated enter "NIA "in the left column and "the space is naturally ventilated" in the right column. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "NIA" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. If duct leakage sealing and testing is required, a MCH-04-A compliance document must be submitted. o.CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 iSTATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS r. CEC-NRCC-MCH-05-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 2 of 2) Project Nane: SHORE HOUSE TI Date Prepared. 6/10/2017 DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. I Ilk I k Documentation Author Name: ALVIN t\LV uN NGO, Documentation Author Signature: ALVI N II V f.I Digitally signed by ALVIN K. NGO '.' I' 'I ,Date: 2017.06.11 19:25:15 -0700 Company: AN ENGINEERING Signature Date: 6/10/2017 Address: 25386 CHESTERFIELD LN. CEA/ -HERS certification Identification (if applicable): City/State/Zip: WILDOMAR, CA 92595 Phone: 951-370-4369 RESPONSIBLE PERSONS DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: ALVIN i IGO, PE . . Responsible Designer Signature: :ALVIN II V Iii,. Digitally signed by ALVIN K. NGO I5 V Il K. 'I IN '"Dale: 2017.06.11 19:25:34 -0700 Company: AN ENGINEERING Date Signed: 6/10/2017 Address: 25386 CHESTERFIELD LN. License. M32798 City/state/Zip: WILDOMAR, CA 92595 Phone: 951-370-4369 .CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance . January 2016 WATER HEATING SYSTEM GENERAL INFORMATION CEC-NRCC-PLB-01-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PLB-01-E Water Heating System General Information (Page 1 of 2) Project Name. SHORE HOUSE TI Date Prepared. 6/10/2017 A. GENERAL INFORMATION/SYSTEM INFORMATION 01 Water Heater System Name: WH-1 AND WH-2 02 Water Heater System Configuration: Central System 03 Water Heater System Type: Domestic Hot Water 04 Building Type: Nonresidential 05 Total Number of Water Heaters in Systems: 2 06 Central DHW Distribution Type: Other 07 Dwelling Unit DHW Distribution Type: Standard Distribution System (STD) B. WATER HEATER INFORMATION Each water heater type requires a separate compliance document. 01 Water Heater Type: Instantaneous Small - Gas 02 Fuel Type: Gas 03 Manufacture Name: RINNAI 04 Model Number: C199 05 Number of Identical Water Heaters: 1 06 Installed Water Heater System Efficiency: 0.84 07 Required Minimum Efficiency: 0.84 08 Standby Loss Percent or Standby Loss Total: 0 09 Rated Input: 199000 BTUH 10 Pilot Energy: NA 11 Water Heater Tank Storage Volume: 0 12 Exterior Insulation on Water Heater: NA 13 Volume of Supplemental Storage: NA 14 Internal Insulation on Supplemental Storage: NA 15 Exterior Insulation on Supplemental Storage: NA C. PLUMBING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included. For detailed instructions on the use of this and all Energy Standards compliance documents, refer to the 2016 Nonresidential Manual Note: The Enforcement Agency may require all compliance documents to be incorporated onto the building plans. YES NO Doc /Worksheet # Title ® 0 NRCC-PLB-01-E Certificate of Compliance, Declaration. Required on plans for all submittals. o ® NRCI-PLB-01-E Certificate of Installation. Required on plans for all submittals. o ® NRCIPLB02E Certificate of Installation, required on central systems in high-rise residential, hotel/motel application. o ® NRCIPLB03E Certificate of Installation, required on single dwelling unit systems in high-rise residential, hotel/motel application. 0 ® NRCIPLB21H Certificate of Installation, required on HERS verified central systems in high-rise residential, hotel/motel application. 0 ® NRCIPLB22H Certificate of Installation, required on HERS verified single dwelling unit systems in high- _______ rise residential, hotel/motel application. 0 ® NRCI-STH-01-E lCertificate of Installation, required on any solar water heating CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 WATER HEATING SYSTEM GENERAL INFORMATION CEC-NRCC-PLB-01-E (Revised 01/16) IA ENE CERTIFICATE OF COMPLIANCE NRCC-PLB-01-E Water Heating System General Information (Page 2 of 2) Project Name: SHORE HOUSE TI I Date Prepared: 611012017 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ALVIN NGO, PE Documentation Author Signature: A I 'III KI L/ I I . Digitally signed by ALVIN K. NGO :ALVIN II N K. IN Date: 201705.29 07:32:44 -0700 Company. AN ENGINEERING Signature Date: 6/10/2017 Address: 25386 CHESTERFIELD LN CEA/ HERS Certification Identification (if applicable): City/State/Zip: WILDOMAR, CA 92595 Phone: 951-370-4369 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: ALVIN NGO, PE Responsible Designer Signature: ALVIN II Es,] V is.] C' (' Digitally signed by ALVIN K. NGO tL V II N K. I N '.JJ.'Date: 2017.05.29 07:33:01 .0700 Company. AN ENGINEERING Date Signed: 6/10/2017 Address. 25386 CHESTERFIELD LN. License: M32798 City/State/Zip: WILDOMAR, CA 92595 Phone: 951-370-4369 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 I,It ur L/LIrUFI'IIM COMMERCIAL KITCHEN REQUIREMENTS r. CEC-NRCC-PRC-03-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PRC-03-E Commercial Kitchen Requirements (Page 1 of 2) Project Name: SHORE HOUSE TI Date Prepared. 6/10/2017 KITCHEN ROOM NUMBER: KITCHEN AREA TOTAL INSTALLED TYPE I and II KITCHEN HOOD EXHAUST (CFM): 5950 TOTAL BYPASS HOOD MUA (CFM): 5300 - TOTAL TRANSFER AIR AIRFLOW (CFM): 650 TOTAL MECHANICALLY HEATED OR COOLED MAKE UP AIR (CFM): 0 TOTAL AIR NEEDED FOR HEATING OR COOLING (CFM): 0 TOTAL EXHAUST AIR WITH DEMAND VENTILATION SYSTEMS: 0 Equipment Tags and System Description HOOD #1 HOOD #2 [ HOOD #3 PRESCRIPTIVE MEASURES T-24 Sections Reference to the Requirements in the Contract Documents Bypass Hood Exhaust and MUA 140.9(b)1A KEF-1, MAU-1 KEF-2, MAU-1 KEF-3 Type I/Il Hood Exhaust 140.9(b)1B, SEE M20 Table 140.9-A SEE M20 SEE M20 Mechanically Heated or Cooled Make Up Air 140.9(b)2Ai and 2800 CFM ii 2300 CFM 650 CFM Replacement Air/Transfer Air Exhaust 140.9(b)2Bi 0 CFM 0 CFM 650 CFM Demand Ventilation Systems 140.9(b)2Bii NA NA NA Energy Recovery Systems 140.9(b)2Biii NA NA NA Tempered/Non Mechanical Cooling Air Systems 140.9(b)2Biv MAU-1 (2800CFM) MAU-1 (2300 CFM) 0 CFM CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 oiyit Ur- LIrurI'ii#% COMMERCIAL KITCHEN REQUIREMENTS Wffi CEC-NRCC-PRC-03-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PRC-03-E Commercial Kitchen Requirements (Page 2 of 2) Project Name. SHORE HOUSE TI Date Prepared. 6/10/2017 DOCUMENTATION AUTHORS DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ALVIN NGO, PE A I .1I1s.I V I.I (•" ('h' Digitally signed by ALVIN K. NOD Documentation Author Signature :ALVIN V II'l K. I Dale: 2017.05.29 07:25:18 -0700' Company: AN ENGINEERING Signature Date: 6/10/2017 Address: 25386 CHESTERFIELD LN. CEA/HERS Certification Identification (if applicable): City/State/Zip. WILDOMAR, CA 92595 Phone: 951-370-4369 RESPONSIBLE PERSONS DECLARATION STATEMENT (certify the following under penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Compliance is true and correct, I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations, The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: ALVIN NGO, PE Responsible Designer Signature: A I II NI V NI ("f Digitally signed by ALVIN K. NOD :ALVIN II K. I 'I '-y' Date: 2017.05.29 07:25:34 -0700' Company: AN ENGINEERING Date Signed: 6/10/2017 Address. 25386 CHESTERFIELD LN. License: M32798 City/State/Zip. WILDOMAR, CA 92595 Phone: 951-370-4369 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 AUTOMATIC DAYLIGHTING CONTROL ACCEPTANCE DOCUMENT Check boxes for all pages of this NRCA-LTI-03-A completed and included in this submittal 0 NRCA-LTI-03-A Page 1 & 2 Construction Inspection. This page required for all submittals. 0 - NRCA-LTI-03-A Page &4 Continuous d imming control functional performance test - watt-meter or amp-meter measurement 13 NRCLTI.03-A Page Stepped Switching/ Stepped Dimming functional performance test - watt-meter or amp-meter measurement - NRCA-LTI-03-A Page Continuous dimming control functional performance test - light meter power measurement, and default look-up 7&8 table of fraction of rated power versus fraction of rated light output. 0 - NRCA-LTI-03-A Page 10 & 11 Stepped Switching/ Stepped Dimming functional performance test - based on light output 1. NA7.6.1.1 Construction Inspection: 1. Drawing of Daylit Zone(s) must be shown on plans or attached to this form. By checking this box, technician certifies that plans have been attached to this webform - Document Name and Page #s E-2 * Add Control Systems below if sampling method is used in accordance with NA7,6.1.2. If adding, attach a page with names of other controls in sample (only for buildings with > 5 daylight control systems, sample group glazing same orientation) Pjnnjng Dinning . system inrormatuon Zone Type: Skylit (Sky), Primary Sidelit (PS), or Secondary Sidelit (SS) Ir I Control Type: Continuous Dimming with more than 10 light levels (C), Stepped Dimming (SD), Switching (SW) C Design Footcandles: (enter number or leave blank): I I . zptmbom anu cntrois Control Loop Type: Open Loop (OL), Closed Loop (CL) CL Sensor Location: Outside (0), Inside Skylight (IS), Near Windows facing out (NW), In Controlled Zone (CZ) NW Sensor Location is Appropriate to Control Loop Type: (Y/N) If control loop type is Open Loop (CL): Enter yes ('I) if location = Yes - Outside (0), Inside Skylight (IS), or Near Windows facing out (NW); otherwise, enter no (N). If Control loop type Is Closed Loop (CL): Enter yes (Y) If location = In Controlled Zone (CZ); otherwise, enter no (N). Control Adjustments are in Appropriate Location (YIN): Yes, If Readily Accessible or Yes if in Ceiling less than or equal to 11 It, No Yes for all other. Sam uL.uuuIUtaLIUII uii pruvuutuuyne .nsauier: Installation Manuals and Calibration Instructions Provided to Building Owner: (Y/N) Yes Location of Light Sensor an Plans: (Y/N) Yes Location of Light Sensor on Plans: (Page Number) I E-2 cALciP This is page 1 of 5 OF AC aConteol 2833 State Street Ilcity: Carlsbad jjZiP Code 92008 Separate r Controls of Luminaires in Daylit Zones: Are luminaires controlled by automatic daylighting controls only In dayilt zones: (YIN) J Yes Separately circuited for daylit zones by windows and daylit zones under skylights: (Y/N) Yes Daylighting control device certification - Daylighting control has been certified in accordance with §110.9: (V/N) Yes Construction Inspection PASS/FAIL. If all responses on Construction Inspection pages 1 & 2are complete and all Yes/No questions Pass have a Yes (Y) response, the tests PASS; If any responses on this page are incomplete OR there are any no (N) responses, the tests FAIL XI. PASS/FAIL Evaluation (check one):: PASS: If all responses on Construction Inspection pages 1 & 2 are complete and all Yes/No questions have a Yes (Y) response, the tests PASS FAIL: Any applicable Construction Inspection responses are incomplete OR there is one or more negative IN no)responses in any applicable Functional Performance Testing Requirements section. System does not pass and is NOT eligible for Certificate of Occupancy according to Section 10103(a)38. FIX problem(s) and retest until the system(s) passes all portions of this test before retesting and resubmitting NRCA-LTI-03-A with PASSED test to the enforcement agency. Describe below the failure mode and corrective action needed. California Advanced lighting Controls Training Program This 1s page 2 of 5 2. NA7.6.1.2.1 Functional Performance Testing - Continuous Dimming Systems: Power estimation using light meter measurement Complete all tests on page 3 & 4 (No Daylight Test, Full Daylight Test, and Partial Daylight Test) and fill out Pass/Fail section on Page 4 Dinning System Information Control Loop Type: Open Loop or Closed Loop? (0 or C) j o Indicate if Mandatory control - M (required for skylit zone or primary sidelit zone with installed general lighting power > 120 W); j M for Control Credit - CC; or Voluntary not for credit -v (M, CC, V) If automatic daylighting controls are mandatory, are all general lighting luminaires in daylit zones controlled by automatic I ''° - I daylight controls? (YIN) Documented general lighting design footcandles. if design footcandles not documented leave blank (enter fc) I Power estimation method. (see line o) Default ratio of power to light (Dfc), cut-sheet ratio of power to light (CSfc) If CSFc - Dfc attach cut-sheet. Enter Dfc or CSfc step 1: .iaentury Reference Location (location where minimum daylight Illuminance is measured in zone served by the controlled lighting.) I. Method Used: Illuminance or Distance? (I or 0) 1 Override daylight control system and drive electric lights to highest light level for the following: Highest light level fc - enter measured controlled electric lighting footcandles (fc) 26 Indicate whether this is Full Output (FO), or Task Tuned (Lumen Maintenance) (IT) FO Step 2: No Daylight Test controls enabled & daylight less than 1 fc at reference location I. Method Used: Night time manual measurement (Night), Night Time Illuminance Logging (Log), Cover Fenestration (CF), Cover - COLP Open Loop Photosensor (COLP) Reference Illuminance (footcandles) as measured at Reference Location (see Step 1). Enter footcandles 27 Enter V if either of the following Statements are true: If line h = FO; [Reference Illuminance (line j)J I [Full Output fc (line > Yes - - 70%? or [Reference Illuminance (line j)] / [design footcandles (line d)] > 80%? ('1/ N) Sten 3 Full Davliaht Test cnnducted when ebaulinht . rpferenew illhiminnnrai flinsa i' I. Daylight illuminance (light level with electric lighting turned off) measured at Reference Location (fc) J 29 Daylight Illuminance (line I) greater than Reference -Illuminance (line J)? (V/N) Yes Fraction controlled wattage turned off. Enter %. 100 Fraction of controlled wattage dimmed (1 - ( line n)] Enter %. 0 Fill out lines o throuah s only if frr:tion nf rnntrnuleri wttne hirnprl tiff flina n1 e I flfl0/0 Total (daylight + electric light) illuminance measured at the Reference Location (fc) I 1 g. Electric lighting illuminance at the Reference Location (fc) [(line p) - (line I)] I -2 -Electric lighting illuminance (line q) divided by Highest Light Level fc (line g). Enter % - 111.53846153846 SS Dimmed luminaire fraction of rated power. Attach manufacturer's cut-sheet or use default graph of rated power to light output. Label applicable control system (column A, B or C) on cut-sheet or graph. Enter fraction of rated power in %. System Power Reduction = [1 - (line o) * (line s)] ioo CALTP Advanced This is page 3 of 5 Daylight illuminance (light level without electric light) measured at Reference Location (fc) 23 ' Daylight illuminance divided by the Reference Illuminance = (line x )/ (line j). Enter %. I 85.18518518518519 Is Ratio of Daylight Illuminance to Ref. illuminance (line y) between 60% and 5%? (YIN) Yes sa. Total (daylight + electric light) illuminance measured at the Reference Location (fc) 27 bb. Total illuminance divided by the Reference Illuminance = (line aa )I (line j), Enter % 100 cc. is Total Illuminance divided by the Reference illuminance (line bb) between 100% and 150%? (Y/N) Yes ' 3. PASS/FAIL Evaluation (check one): PASS: All applicable Construction inspection responses are complete and all applicable Functional Performance Testing Requirements responses are positive (Y - yes) FAIL: Any applicable Construction Inspection responses are incomplete OR there is one or more negative (N no)responses in any applicable Functional Performance Testing Requirements section. System does not pass and is NOT eligible for Certificate of Occupancy according to Section 10103(a)38. Fix problem(s) and retest until the system(s) passes all portions of this test before retesting and resubmitting NRCA-LTI-03-A with PASSED test to the enforcement agency. Describe below the failure mode and corrective action needed. --- TP c;g CAL This is page 4 of 5 it OF ACCEPTANCE roject Lidress: 2833 State Street ICity: Carlsbad - Zip Code: 92008 DOCUMENTATION AUTHORS DECLARATION STATEMENT I certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Name Company Name John Ivicevic JP Electric, Corp. Address City 2420 Grand Ave Vista Zip Code Phone 92083 (760)801-4400 applicable) Author Signature A8t40____ , - - Date of Signature: 03/28/2018 FIELD TECHNICIANS DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: - The information provided on this Certificate of Acceptance is true and correct. - I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements Indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4.1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible bullder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name Company Name John tvicevic iF Electric, Corp. Address: City 2420 Grand Ave . . VIsta Zip Code Phone 92083 (760)801-4400 Art Certification Identification Position with Company (Title) TC-A814076 President Field Teclmlclanre Data of Signature: * 03/28/2018 RESPONSIBLE PERSONS DECLARATION STATEMENT I certify the follâwlng ondér penalty of perjury, under the laws of the State of California: I am the Field Technician, or the Field Technician is acting on my behalf as my employee army agent and I have reviewed the information provided on this Certificate of Acceptance. 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices (or the scope of moth identifledon this Certificate of Acceptance and attest to the declarations in this statement (respdnsible acceptance person). The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA?. 1 have con8rmed that tire Certificate(s) of Installation for the construction or Installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) Issued for the building. S. I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Name Company Name John Ivicenic . )P Electric, Corp. Address: City 2420 Grand Ave Vista Zip Code Phone 92083 (760)801-4400 CSLB Ucenise ' Position with Company (Title) 348 esident Responsible A afare . . tlIhlIh_.!.BVØf Date of Signature: 03/28/2018 CAL(ITP C Advanced UghUng This is page of 5 LIGHTING CONTROL ACCEPTANCE DOCUMENT Automatic Shut-off Controls: Automatic Time Switch Control and Occupant Sensor Intent: Lights are turned off or set to a lower level when not needed per Section 110.9(a) & 130.1(c). A. Construction Inspection Fill out Section A to cover spaces 1 through 3 that are functionally tested under Section B. Instruments needed to perform tests include, but are not limited to: hand-held amperage meter, power meter, or light meter 1: Automatic Time Switch.Controls Construction Inspection —confirm for all listed in Section B All automatic time switch controls are programmed for (check all): F Weekdays F Weekend F Holidays Document for the owner automatic time switch programming (check all): F Weekday settings F Weekend settings F Holidays settings F Set-up settings F Preference program setting F Verify the correct time and date is properly set in the time switch F Verify the battery is installed and energized F Override time limit is no more than 2 hours F Occupant Sensors and Automatic Time Switch Controls have been certified to the Energy Commission in accordance with the applicable provision in Section 110.9 of the Standards, and model numbers for all such controls are listed on the Commission - database as Certified AppIiane and Control Devices 2. Occupancy Sensor Construction Inspection—confirm for all listed in Section B F Occupancy sensors are not located within four feet of any HVAC diffuser F Ultrasonic occupancy sensors do not emit audible sound 5 feet from source CAL California Advanced Lighting - - Controls training Program This ispagel of 15 OF ACCEPTANCE jouse Kitehen TI Carlsbad Code: 92008 B. Functional Testing of Lighting Controls For every space in the building, conduct functional tests 1 through 5 below if applicable. If there are several geometrically similar spaces that use the same lighting controls, test only one space and list in the cells below which "untested spaces" are represented by that tested space. EXCEPTION: For buildings with up to seven (7) occupancy sensors, all occupancy sensors shall be tested. (NA7.6.2.3) Representative Spaces Selected Tested/space/room name: restroom 1 Space Type (office corridor, etc) restrom Untested areas/rooms none 1. Automatic Time Switch Controls Step 1: Simulate occupied condition All lights can be turned on and off by their respective area control switch _FW71 Verify the switch only operates lighting in the ceiling-height partitioned area in which the switch is located. Step 2: Simulate unoccupied condition a. All lighting, including emergency and egress lighting, turns off. Exempt lighting may remain on per Section 130.1(c)1 and 130.1(a)1. F Manual override switch allows only the lights in the selected ceiling height partitioned space where the override switch is located and remain on no longer than 2 hours (unless serving public areas and override switch is captive key type). 3: System returned to initial operating conditions -1 2. Occupancy Sensors Step 1: Simulate an unoccupied condition Lights controlled by occupancy sensors turn off within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(b) F The occupant sensor does not trigger a false 'on' from movement in an area adjacent to the controlled space or from HVAC operation F Step 2: Simulate unoccupied condition Status indicator or annunciator operates correctly F Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicates space is 'occupied' and lights may be turned on manually F Step 3: System returned to initial operating conditions F CAL€TP Californiag Controls Training Program This is page 2 of 15 - 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition Lights go to partial off state within a maximum of 39 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false on' from movement in an area - adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. In the partial off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of installed lighting power for metal halide or high pressure sodium lighting in warehouses. No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80 percent or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulate an occupied condition The occupant sensing controls shall turn lights fuJiy pi' in each separately controlled areas, Immediately upon an occupied condition 4. Partial On Occupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation. Immediately upon an occupied condition, the first stage activates between 30 to 70°h of the lighting, automatically. After the first stage occurs, manual switches allow an occupant to activate the alternate set of lights, activate 100% of the lighting power, and manually deactivate all of the lights. Step 2. Simulate an unoccupied condition Both stages (automatic on and manual on) lights turn off within .a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false 'on from movement in an area adjacent to the controlled space or from HVAC operation V c1TP CaliforniadvancedUghting CdL This is page 3 of 15 - S. Additional test for Occupancy Sensors Serving Small Zones in Office Spaces Larger than 250 Square Feet, to Qualify for a Power Adjustment Factor (PAF) Step 0: First, complete Functional Test 2 (above ) for each controlled zone Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. Area served by controlled lighting (square feet) - -- Enter PAF corresponding to controlled area from line (a) above (<125sf for PAF=0.4, 126-250sf for PAF=0.3, 251 -500sf for PAF=0.2). Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance - The PAF corresponding to the controlled area (line b), is less than or equal to the PAF claimed in the compliance documentation (line c) j 'Sensors shall not trigger in resppne to rnoyernent in adjacent walkways or workspaces f; All steps are conducted in Functional Test 2 Occupancy Sensor (On Off Control) and all answers are Yes (Y) CI1.. \% California Advanced Ughting Controls Training Program This is page 4 of 15 CERTIFICATE OF ACCEPTANCE I 4RCA-LTJ.02.A I U5ing Control I Project Name: Shorejouse Kitchen I----- AgencyCITY OF CARLSBAD - II Number C52017-0323 I IProject Address: 2833 State Street City: Carlsbad IIzo Code: 92008 I C. Testing Results Automatic Time Switch Controls (alt answers must be Y). F Occupancy Sensor (On Off Control) (all answers must be Y). F Partial Off Occupancy Sensor (all answers must be Y). For warehouses, library book stacks, corridors, stairwells in nonresidential buildings must also be accompanied by passing Test 1 or Test 2. Partial On Occupant Sensor for PAF (ail answers must be Y). Occupant Sensor serving small zones for PAF (all answers must be Y). Also must pass Test 2 - Representative Spaces Selected Tested/space/room name: restroom 2 Space Type (office, corridor, etc) restroom d areas/rooms none )matic Time Switch Controls imulate occupied condition All lights can be turned on and off by their respective area control switch F Verify the switch only operates lighting in the ceiling-height partitioned area in which the switch is located. F imulate unoccupied condition All lighting, including emergency and egress lighting, turns off. Exempt lighting may remain on per Section 130.1(c)1 and 130.1(a)1. F Manual override switch allows only the lights in the selected ceiling height partitioned space where the override switch is located and remain on no longer than 2 hours (unless serving public areas and override switch is captive key type). F Step 3: System returned to initial operating conditions - FP ipancy Sensors imulate an unoccupied condition a. Lights controlled by occupancy sensors turn off within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(b) F I e occupant sensor does not trigger a false 'on from movement in an area CAL€TP CaflfornlaAdvanced Ughting - Controls Training Program This is-page 5 o 15 adjacent to the controlled space or from HVAC operation I W I Step 2: Simulate unoccupied condition Status indicator or annunciator operates correctly F Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicates space is occupied and lights may be turned on manually F Step 3: System returned to initial operating conditions F 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition Lights go to partial off state within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(a) Ir- The occupant sensor does not trigger a false on from movement in an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. In the partial off state, lighting shall consume no more than 50% of installed lighting power, or: No more than 60% of installed lighting power for metal halide or high pressure sodium lighting in warehouses. No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80 percent or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulate an occupied condition The occupant sensing controls shall turn lights fully ON in each separately controlled L areas, Immediately upon an occupied condition 4. Partial On Occupancy Sensors Step 1. -Simulate an occupied condition. Verify partial on operation. a. Immediately upon an occupied condition, the first stage activates between 30 to 70% of the lighting automatically. r . After the first stage occurs, manual switches allowa occupnt to activate the alternate set of lights, activate 100% of the lighting power, and manually deactivate all of the lights. Step 2. Simulate an unoccupied condition Both stages (automatic on and manual on) lights turn off within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false on from movement in an area adjacent to the controlled space or from HVAC operation CaiorñlaAdvancedugg CALiP This is-page 6 of 15 OF ACCEPTANCE 2833 Slate Street Ilcity: Catisbad - IZip Code: 92008 LçALTP ca Advanced bghilng This is page 7 of 15 S. Additional test for Occupancy Sensors Serving Small Zones in Office Spaces Larger than 250 Square Feet, to Qualify for a Power Adjustment Factor (PAF) Step 0: First, complete Functional Test 2 (above ) for each controlled zone Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. Area served by controlled lighting (square feet) Enter PAF corresponding to controlled area from line (a) above (<125sf for PAF=04, 126-250sf for PAF=0.3, 251-500sf for PAF=0.2). Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance The PAF corresponding to the controlled area (line b), is less than or equal to the PAF claimed in the compliance documentation (line c) Sensors shall not tr.igger in response to movement in adjacent wakways or workspaces All steps are conducted in Functional Test 2 Occupancy Sensor (On Off Control) and all answers are Yes (Y) LCAL€'TP California Atinnced Lighting. This is page 8 of 15 C. Testing Results Automatic Time Switch Controls (all answers must be Y). F Occupancy Sensor (On Off Control) (all answers must be Y). F Partial Off Occupancy Sensor (all answers must be Y). For warehouses, library book stacks, corridors, stairwells in nonresidential buildings must also be accompanied by passing Test 1 or Test 2. 1771 4, Pail On Occupant Sensor for RAF (l answers mus .b Y). 5. Occupant Sensor serving small zones for PAF (all answers must be Y). Also' must . T-71 pass Test 2 Representative Spaces Selected Tested/space/room name: Storage Space Type (office, corridor, etc) Storage Untested areas/rooms none 1. Automatic Time Switch Controls Step 1: Simulate occupied condition All lights can be turned on and off by their respective area control switch F-I Verify the switch only operates lighting in the ceiling-height partitioned area in which the switch is located. F Step 2: Simulate unoccupied condition All lighting, including emergency and egress lighting, turns off. Exempt lighting may remain on per Section 130.1(c)1 and 130.1(a)1. F Manual override switch allows only the lights in the selected ceiling height partitioned space where the override switch is located and remain on no longer than 2 hours (unless serving public areas and override switch is captive key type). F Step 3: System returned to initial operating conditions 'F ipancy Sensors imulate an unoccupied conditiàn a. Lights controlled by occupancy sensors turn off within a maximum of 30 minutes from start of an unoccupied condition per Standard Section 110.9(b) F e occupant sensor does not trigger a false 'on from movement in an area Tp California hn9 CAL(' This is-page 9 'of 15 - adjacent to the controlled space or from HVAC operation I IV I Step 2: Simulate unoccupied condition Status indicator or annunciator operates correctly Pr- Lights controlled by occupancy sensors turn on immediately upon an occupied condition OR sensor indicates space is occupied and lights may be turned on manually F Step 3: System returned to initial operating conditions F 3. Partial Off Occupancy Sensor Step 1: Simulate an unoccupied condition Lights go to partial off state within a maximum of 30 minutes from start of an --Tr unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false on from movement in an area adjacent to the controlled space or from HVAC operation. For library book stacks or warehouse aisle, activity beyond the stack or aisle shall not activate the lighting in the aisle or stack. In the partial off state, lighting shall consume no more than 50% of installed lighting power, or No more than 60049 of installed lighting power or metal halide or 1h pressure sodium lighting in warehouses. No more than 60% of installed lighting power for corridors and stairwells in which the installed lighting power is 80 percent or less of the value allowed under the Area Category Method. Light level may be used as a proxy for lighting power when measurements are taken Step 2: Simulate an occupied condition The occupant sensing controls shall turn lights fully ON in each separately controlled areas, Immediately upon an occupied condition Frl- 4'. Partial' On Occupancy Sensors Step -1-. -Simu late- an'occupied con dition Verify partial on operation Immediately upon an occupied condition, the first stage activates between 30 to 700/a of the lighting automatically. After the first stage occurs, manual switches lJo'a n occupant to activate the alternate set of lights, activate 100% of the lighting power, and manually deactivate all of the lights. Step 2. Simulate an unoccupied condition Both stages (automatic on and manual on) lights turn off within a maximum of 30 FF.- minutes from start of an unoccupied condition per Standard Section 110.9(a) The occupant sensor does not trigger a false on from movement in an area adjacent to the controlled space or from HVAC operation CALEITP This is page 10 of 15 CALTP CaforcnaAancedUghting This is page 1.1 of 15 - 5.Additional-test.for Occupancy- Sensors-Serving. Small- Zones, in Office. Spaces,Larger than. 250 Square Feet, to Qualify for a Power Adjustment Factor (PAF) Step 0: First, complete Functional Test 2 (above ) for each controlled zone Step 1: Verify area served and compare actual PAF with claimed PAF. Refer to Functional Test 2. Area served by controlled lighting (square feet) Enter PAF corresponding to controlled area from line (a) above (<125sf for PAF=0.4, 126-250sf for PAF=0.3, 251-500sf for PAF=0.2). Enter PAF claimed for occupant sensor control in this space from the Certificate of Compliance The PAF corresponding to the controlled area (line b), is less than or equal to the PAF claimed in the compliance documentation (line c) Sensors shall not trigger in response torn oyjnt in adjacent walkways or workspaces f. All steps are conducted in Functional Test 2'Occupancy Sensor (On Off Control) and all answers are Yes (Y) - 1 r4 rograin CALiP Lg This is page 12 of 15 CERTIFICATE OF ACCEPTANCE 1NR-Ln-02-A C. Testing Results Automatic Time Switch Controls (all answers must be Y). Occupancy Sensor (On Off Control) (all answers must be Y). Partial Off Occupancy Sensor (all answers must be Y). For warehouses, library book stacks, corridors, stairwells in nonresidential buildings must also be accompanied by passing Test 1 or Test 2. 4.. Partial On QccupanSensor for PA F (ail-answers must be Y). 5. Occupant Sensor serving small zones for PAF (all answers must be Y). Also must pass Test 2 D. Evaluation: P PASS: All applicable Construction Inspection responses are complete and all applicable Equipment Testing Requirements responses are positive (Y - yes) C \\' TP,California Advanced tJghting Controls Training Program This is. page .13.of 15 -DOCUMENTATION-AUTHOR'S DECLARATION- STATEMENT I certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author . Company Name Name john Ivicevic Address City 2420 Grand ave Suite Hi iP Electric, Corp. Vista Zip Code 92083 Phone (760)801-4400 CEA/ATT Certification Author Signature Identification (if Date of Snature: 03/28/2018 FIELD IECHNICIAN,S DECLARATION STATEMENT I certify the following -under' penalty of perjury, under the laws of the State of California: The information provided on this Certificate of Acceptance is true and correct. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and Signed by the responsible builder/installer and has been posted or made available with the-building permit(s) issued for the building. Field Technician Name Company Name John Ivicevic JP Electric, Corp. Address: 2420 Grand ave suite Hi City Vista Zip Code Phone 92083 (760)801-4400 ATT Certification Position with Company Identification TC -A8 14076 (Title) President Field Technic n Signa e Date of Signature: 03/28/2018 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). The information provided on this Certificate of Acceptance substantiates that the construction or installation Identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 1 will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance Is required to be Included with the documentation the builder prpyles to the building owner at occupancy. Responsible Acceptance Company Name Person Name John Ivicevic JP Electric, Corp. Address: City 2420 Grand aye suite Hi Vista Zip Code Phone 92083 (760)801-4400 CSLB License 48 Position with Company - (Title) president Respon ble Acc ptalce kr,.n)g r Date of Signature: 03/28/2018 cALGTP California Advanced Lighting Conteols Training Piogram This is page14 of 15 V -- v•r - - C/1.. .Callfornia Advanced Lighting '.- - Controls Training Program - V This 'spage 15 of 15 ELISE ROTHSCHILD County o f *an I £ 0 AMY HARBERT Director Assistant 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 11 (800) 253-9933 www.sdcdeh.org PLAN APPROVAL SHEET DBA: Shorehouse Kitchen DATE: 4/19/17 SITE: 2833 State St, Carlsbad, CA 92008 PC #: DEH20I7-FFPP-008030 BUSINESS OWNER: Plans are approved contingent upon the following: Department of Environmental Health (DEll) stainpêdpls shall be maintained at ii1obsite and available for review at the time Of the inspection! Changes to equipment layout, menu, or application must be submitted for approval. Changes made without approval will make the plan approval null and void. taIn local Building Department and all apphcable agencies permits and approvals PRIOR TO FINAIJ INSPECTIONAND APPROVAL TO OPERATEBY THIS DEPARTMEJ 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completion of 60%-80% of construction, call (858) 505-6660 to schedule a preliminary inspection. In lieu of a plumbing inspection by DEH: Floor sinks shall be installed '/2 exposed and equipped with an appropriate grill cover if no access is provided for cleaning. Drain lines shall slope ¼" per foot to gravity, shall not exceed 15' in length and shall terminate a minimum of 1" above the floor sink with a legal air gap. Drain lines shall not intersect walkways or door ways. C. No condensate drainage of any kind, including HVAC can drain to the mop sink. The entire floor surface must be sloped to the floor drains approximately 1/8 inch per foot or a four feet diameter depression that slopes 1:50 (approximately ¼ inch per foot). 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) At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an ambient 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. All equipment is to be in place and functional. 8) Seal all cracks, gaps and crevices in counters, cabinets, around metal flashing, sink backsplashes, around pipes and conduits with silicone sealant. Plans reviewed by Ernie Liwag, REHS CALL (858) 505-6660 AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE PRELIMINARY AND FINAL INSPECTIONS. A FINAL INSPECTION SHALL BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. cc: File "Environmental and public health through leadership, partnership and science" SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID #_ PLAN CHECK# OFFICE USE ONLY BP DATE I I Business Name Shorehouse Kitchen Business Contact John Frei Freis Telephone # 858-229-3444 Project Address 2833 State St. City State Carlsbad CA Zip Code 92008 APN# 203-294-02-00 Mailing Address (same as above) City State Zip Code I Plan File# Project Contact James Lee Applicant E-mail jpja926@gmail.coi'n Teleohone # 858-414-0856 rhe following questions represent the facility's activities, NOT the specific project description. IIVICPII -rIRLM,'cIJUU [VIA INtMLuIvIIUr:U__.,UMPhI.,T..L idicate by circling the item, whether your business will use, process, or store any us materials. It any ci the items are 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 questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, 5 Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) El J Is your business listed on the reverse side of this form? (check all that apply). El 21 Will your business dispose of Hazardous Substances or Medical Waste in any amount? El Ij Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? L EM Will your business store or handle carcinogens/reproductive toxins in any quantity? El Will your business use an existing or install an underground storage tank? 0 Will your business store or handle Regulated Substances (CalARP)? ElEl Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? El Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to -- - or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). If the answer to any of the Diego, CA 92123. El CalARP Exempt Date Initials E:1 CalARP Required Date Initials El CalARP Complete Date Initials 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 aDcdcomp.sdcountv.ca.gov (858) 586-2650). [*No stamp required if Qi Yes and Q3 Yes and Q446 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 units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. ['Excludes garages & small outbuildings.] YES NO El El Will the project disturb 160 square feet or more of existing building materials? El El Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 El (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? El El (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. El 0 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdaDcd.org/info/facts/permits.Ddf) for typical equipment requiring an APCD permit. El El (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: Briefly describe proposed project: restaurant restaurant tenant improvement I declare under penalty of perjury that to the best of my knowledge and belief the responses made herein are true and James Lee 6/10/17 Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date - FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_______________________________________________________________________ BY: DATE: I/ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTYHMD* APCD COUNTY-HMD APCD COUNTY-I-IMD 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 INDUSTRIAL WASTEWATER 'DISCHARGE. PERMIT SCREENING SURVEY Date 6/10/17 Business Name Shorehouse Kitchen Street Address 2833 State St. Carlsbad, CA 92008 EmailAddress 3pja926@gmail.com ) PLEASE CHECK HERE IF' YOUR .BUSI NESS l$ EXEMPT: (ON REVERSE SIDE CHECK TYPE OFBUSINESS)Fx Check all,below that are present at your facility-N Acid Cleaning .lhk.MarMacturing Nutritional Supplement.! Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i e water filter membranes) Manufacturing Bulk Chemical Storagb Metal Casting! Forming Pesticide Manufacturing I Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Eiectrbpl.ating. (includingprecursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phophating) Print Shop. Fertilizer Manufacturing Chemical Etching ! Milling Research and Development Film / X-ray Processing Printed Circuit Board Rubber Manufacturing [food. Processing I Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing 'Industrial Laundry Waste Treatment! Storage SIC Codè(s) (if kñown). Brief description _of business activities (Production/ Manufacturing Operations):______________ restaurant Des'cription of 'Operations generating wastewater (discharged to sewer, 'hauled or evaporated):, food prep, dish washing, cleaning Estirhated vOlume of industrial .wastewater to be.ditharged (cal /day): no industrial, waste water List hazardous wastes generated (type/ volume). none Date operation..begnfb.rwill begin:at this location:, 9/2017 Have you applied for a Wastewàtér Dischàrgè Permit frdrh the Encina Wastewater Authority? Yes No If yes, when: Site Contact James Lee , ( Title Architect Signature .P.hone No.______________________ ENCINA WASTEWATER AUTHORITY 6200 Avenida Encinas Carlsbad CA 92011 (760) 438-3941 FAX (.760) 476-9852 cJ1ityof Carlsbad Print Date: 04/24/2018 Job Address: . 2833 State St Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Parcel No: 2032940300 Lot #: Applied: Valuation: $0.00 Reference #: DEV2017-0093 Issued: Occupancy Group: Construction Type Permit Finaled: # Dwelling Units: Bathrooms: Inspector: Bedrooms: Orig. Plan Check #: CBC2017-0323 Final Plan Check #: Inspection: Project Title: SHOREHOUSE KITCHEN Description: SHORE HOUSE KITCHEN - TBAR CEILINGS IN KITCHEN INSTEAD OF DRYWALL Permit No: PREV2018-0050 Closed - Finaled 02/28/2018 03/12/2018 04/24/2018 M Coil Applicant: Co-Applicant: JAMES LEE JENKINS CONSTRUCTION INC 8334 Clairemont Mesa Blvd DUSTIN JENKINS San Diego, CA 92111-1319 19573 Paradise Mountain Rd Valley Center, CA 92082-6926 760-855-2369 FEE AMOUNT Total Fees: Total Payments To Date: Balance Due: Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (City of 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 - OZ Plan Revision Number Project Address ?-3 ?, s S44€ 51ce.c.+ General Scope of Revision/Deferred Submittal: r c foc3 CONTACT INFORMATION: NameDC 101 f 4 IC- Phone 70 3S5 Z,76 '1 F Address IS %raa f. City t//e7 CcJci Zip ?'g Z Email Address DL,4'1 ci. e, s Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: DjL Plans Calculations Li Soils Li Energy LII Other 2. Describe revisions in detail 3. List page(s) where each revision is shown L/& /p Jr v t-.1p- dLvi;s I 4. Does this revision, in any way, alter the exterior of the project? LI Yes - No Does this revision add ANY new floor area(s)? Li Yes No Does this revision affect any fire related issues? Li Yes Z No Is this a complete set? Yes Li No Signature_ Date 1635 Faraday Avenue, Carlsbad, CA 92008 : 760-602- 2719 f: 760-602-8558 Email: buflding@carlsbadca.gov www.carlsbadca.gov •• EsGil ny DATE: March 5, 2018 L APPLICANT 0 JURIS. JURISDICTION: [Carlsbad-' PLAN CHECK#.: CBC2017-0323 REV3 SET:! PROJECT ADDRESS: 2833 State St. PROJECT NAME: Shorehouse Kitchen Revision The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. 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: Z EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: /" (by.) ) Email: Mail Telephone Fax In Person REMARKS: 1. PREV2018-0050. 2. No fee. By: Kurt Culver • Enclosures: EsGil 3/5fl8 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 City of Carlsbad Building Division $sc. MAR O8ZOI8 I APPROVED BY: It-C- (j JS) C2GOOG U Ron. * ISSUED BY: 0j/ SHOREHOUSE-cARLSBAD AS-BUILT 2 /15/18 KITCHEN CEILING CHANGED TO T-BAR SYSTEM FROM GYP BD SYSTEM PREV20I8-0050 2833 STATE ST SHORE HOUSE KITCHEN - TBAR CEILINGS IN KITCHEN INSTEAD OF DRYWALL DEV2017-0093 2032940300 CBC2017-0323 2/2812018 PREV20I 8-0050 I I I TURNS IN iV2" 45 DEC '- 16GA2W5TL STRAP. SET HOLE 2-1O TEllS SCREWS TIP 1. FROM EDGE OF STRAP TIP 3 TiGHT TURNS IN I I/2 HEAVY DUTY T.DAR GRID SYSTEM SEISMIC DESIGN CATAGORY 0, E1 F TIGHT WAU.- MOLDING INSTALL SUSPENDED I-BAR 7 . . 1 SYSTOl CONFORMING TO 1 (SR 1222 CROSS TEE NSIJSPDASIONSYSIEW 6 451)4 C636 X 12 GA. VERTICAL WE 0 CROSS TEE .. 4'-OOC EACH WAY lYP AND 8 MAX FROM WALL GRID PERIMETER RIVEtED z STAL2ERB6R z I COMPRESSION STRUT 0 12-OOC MAX EACH WAY AND 6-D MAX FROM WALL - AND 12 GA. 4-WAY SPLAY A WIRE BRACING 2 ADJACENT FLOATING SIDES W/ 3/4 CIA GAP FROM WAIL AND NO ATTACHMENT OF TEE TO - MOLDING 2 ADJACENT FIXED SIDES W/TIGHT, NO GAP 4- ftOAIING WALL' T TYP DETAIL SUSPENDED I-BAR CEUNG SYSTEM NTC COMPRESSION STRUT FASTENED TO MAIN •1O TENS RUNNER AND UP TO ROOF STRUCTURE SCREW 0 ABOVE 0 12'-0 OC MAX EACH WAY 12 OC. COMPRESSION STRUT STUD SIZE ) 8-0 NT - (I) 3 5/8 25 GA Ll 10-0 HI • (2) 1 5/8 25 GA PLAN VIEW OF 15-O ITT -(2)21/225GA DOUBLE STUD 20'-D HI • (2) 3 5/8 25 CA ORIENTATION WI (4) 12 GA BRACING WIRE 0 45 DEC 7 TO MAIN RUNNER IN 4 DIRECTIONS / 0 12-0 OC EACH WAY. FIRST POINT OF BRACING LOCATED wiuN 4-0 OF EACH WALL MOLDING FASTEN I STUD W/ lB SUS WALL USC 7/8' DOHN SUSPENSION SYSTEM ANGLE MOLDING N, SEISMIC PERIMETER ATTACHMENT CUP (ACM 7) SN AS 4ANGER WIRE T- IT TURNS IN EHOUS E - CARLSBAD IUILT 2/15/18 HEN CEILING IGED TO R SYSTEM F GYP BD SYSTEM n APR C. No. C 29W9 J*1, DETAIL. NTS SUSPENDED I-BAR CEILING SYSTEM - WALL MOLDING BM, JOIST OR DING - (DO NOT ATTACH TO 16 GA rx i 1/2 511. ROOF SHEATING) ANGLE EXTEND TO COVER 2 DECK FLUTES ATTACH W/I10 WD SCREWS Ti/ \ T DETAIL NTS SUSPENDED I-BAR CLING SYSTEM - COMPRESSION STRUT T31 DETAIL TOP ATTACHMENT ity of Carlsbad Print Date: 04/24/2018 Permit No: PREV2017-0249 Job Address: 2833 State St Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Finaled Parcel No: 2032940300 Lot #: Applied: 10/24/2017 Valuation: $ 0.00 Reference #: DEV2017-0093 Issued: 11/13/2017 Occupancy Group: Construction Type Permit 04/24/2018 Finaled: U Dwelling Units: Bathrooms: Inspector: PBurn Bedrooms: Orig. Plan Check U: CBC2017-0323 Final Plan Check #: Inspection: Project Title: SHOREHOUSE KITCHEN Description: SHORE HOUSE KITCHEN: CHANGES TO WINDOWS AND DELETED PATIO Applicant: JAMES LEE 8334 CIa iremont Mesa Blvd San Diego, CA 92111-1319 FEE . AMOUNT MANUAL BUILDING PLAN CHECK FEE $150.00 Total Fees: $ 150.00 Total Payments To Date : $ 150.00 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 (City of 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 (-2 156 - H23 Plan Revision Number Pgevzoi 7 - 0 Z'I%' Project Address l.9Yi''7 T((E St General Scope of Revision/Deferred Submittal: At717 t'.MMJ 1-Et '-'a 3cpvO t 91 ítr UP P,& 9A'2 CONTACT INFORMATION: Name Phone 4~1 13?)!~OFax Email Address Na 1 2-, Original plans. prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Plans 54 Calculations Soils Energy LI Other 2. Describe revisions in detail 3. List page(s) where each revision is shown f,-7A P AT ?m 71Ap A i 12rAp1 j-{ EJ) L'E 2' p (flt 171FFE 2S &R Tft 4'uMc ()r2-1oc 4?/L) J -rqp ) lv 17P44) 1J)IAP-'7 , 4) ,,O Does this revision, in any way, alter the exterior of the project? ig Yes No Does this revision add ANY new floor area(s)? LI Yes No Does this revision affect any fire related issues? El Yes No 7* is this acomplete t? El Yes No Date ~Signature 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602- 2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil Corporation In PartnersIiip with government for Bui&fing Safety DATE: 11/3/17 JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017-0323 REV PROJECT ADDRESS: 2833 State St. PROJECT NAME: Shorehouse Kitchen T. I. U APPLICANT U JURIS. U PLAN REVIEWER U FILE SET:I Revisions 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. LII 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 Corporation until corrected plans are submitted for recheck. The applicant's copy ol'the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email:. Mail Telephone Fax In Person REMARKS: PREV2017-0249 By: Kurt Culver EsGil Corporation LIGA L1EJEMB El PC Enclosures: Previously-approved plans 10/30/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 921234 (858) 560-1468 • Fax (858) 569-1576 City of Carlsbad CBC2017-0323 REV 11/3/17' [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2017.0323 REV PREPARED BY: Kurt Culver , DATE: 11/3/17 BUILDING ADDRESS 2833 State St. BUILDING OCCUPANCY: A2 fBUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. . Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code' 1cb IBY Ordinance 1311g. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: fl Complete Review I $150.00I Structural Only I $120.001 fl Repetitive Fee El Other Repeats El Hourly 1 Hr. @ * EsGit Fee , $120.00 * Based on hourly rate ' Comments: Sheet 1 of 1 macvalue.doc + James IJ Architects ARCHITECTURE - PLANNING -INTERIOR J 8334 Clairemont Mesa Blvd. Ste 104 it L • W1 San Diego CA 92111 C 8 5 8) 4 1 4 0 a s 6 jpja926 @ gmaii corn MEMORENDUM Ec DATE 10/23/17 E, PROJECT SHOREHOUSE KITCHEN OCT 2 2833 STATE ST. CARLSBAD, CA CI7, CARLSBAD PROJECT # CBC20I7-0323 RE: CONSTRUCTION CHANGE (delta 2) / ( CHANGED SHEETS A13 A20 A30 S2.0 S3.0 CHANGED CALC pg 1, 14 DESCRIPTION OF CHANGES wow A13 ADA ramps at patio area deleted (after demo, field verification revealed less grade level difference than initially assumed during design stage) A20, A30, S2.0, S3.0 Deleted window #11, added window #20 (glazing area decreased - no need for new T24), Shear wall revision and caic updated - pgiwi1Z9 I Quails Engineering Structural Engineering Services Sheet: / ) 5 Project Shorehouse Kitchen TI Job #: 17053 Engineer. AndxewLelja Date: DESIGN BASIS REECZEVED GOVERNING CODE: CONCRETE: REINFORCING STEEL: STRUCTURAL STEEL: 2016 CBC OCT 25 20!? 2500 PSI (MINIMUN CITY 01: CARLSBAr) ASTM A615, F =60 KSI ASTM A36, Fy =36 ksi (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GR B, Fy =46 ksi (STRUCTURAL HSS TUBES) DOUG HR LARCH, ALLOWABLE UNIT STRESSES PER 2.013 CBC. BOISE CASCADE OR EQUIVALENT BCI WOOD "I' JOISTS - ICC-ESR 1336 BC VERSALAM 2.OE/LVL/LSL - ICC-ESR 1040 SAWN LUMBER: ENGINEERED WOOD swam PROJECT SCOPE Project consists of a proposed tenant improvement 'within an existing approximate 1,750 square foot one story commercial building with located at 2833 State Street, Carlsbad, CA 92008. The existing building is primarily constructed utilizing wood frame construction with 2x stick framed roof and typical slab on grade with turned down footings. There has not been a soils report provided for this project therefore the foundation design will be based on minimum soils values per 2016 CBC chapter 18. f5c4 O-KEVIJ1" ?.o11-Hs C'I)JO Ok' P-i H Ill C- 1J Vr A - A- T 1 1 1 ou Sheet 14 job #: 170 S-3, Date: 'Qualls Engineering Structural Engineering Services Project Engineer. A LeL-h- 1 = Gridline: ft2 lbs plf pif OK by inspection lbs ft A (rrib. Area) F (Lateral Load) Vii(EJnit Lateral Load) H:W Adjustment (Vplfx h/2w) = Overturning Force Lw__ft Uplift= Gridline; lv = ft2 - OK by inspection A (Tub. Area) = F (Lateral Load) Vi (Unit Lateral Load) H:W Adjustment (V1,icx h/2w) = Overturning Force L___ft Uplift= lbs SW Type: pif VaU = plf pif HD Type: Tu= lbs lbs Shearwail Design Level: Y, 0 Or Direction: - L-J V (Unit Shear); a, I psf Gridline: - = 3 t 'I1 12 * '7 ft A (rrib. Area) = )— 5') t ('yF ) ep o ft2 F. (Lateral Load) -x Z, \ ik f lbs V If (Unit Lateral Load) ILt(i pif 'V H:W Adjustment (Vwx h/2w) = 1 pif Overturning Force OK by inspection L = ft uplift= 191 Y /0 /10 lbs Gridline: I - )'I.Z-S ft A (Trib. Area) = X ' ft2 F (Lateral Load) = x 2a I 70 5 lbs Vtf (Unit Lateral Load) = t..C) Of H:W Adjustment (V 1f x h/2w) = 0 plf Overturning Force - OK by inspection L,= -7 uplift 4mor I047Yf)?c71L 1021 lbs SW Type: Vau = pif HD Type; jM*V) 2. Tii = 507c lbs SW Type: (- Vaij = a- (O pif HD Type: Tan= 3 OTT lbs SW Type: Va11 plf HD Type: II T au = lbs