The URL can be used to link to this page

Home My WebLink About2641 GATEWAY RD; 101; CBC2020-0337; PermitBuilding Permit Finaled Ccityof Carlsbad Commercial Permit Print Date: 04/21/2021 Permit No: CBC2020-0337 Job Address: CARLSBAD, CA 92009-1754 Status: Closed -Finaled Permit Type: 2641 GATEWAY RD, # 101, BLDG-Commercial 2131912500 Work Class: Tenant Improvement Parcel#: Valuation: Occupancy Group: #of Dwelling Units: $95,008.96 Track#: Lot#: Project#: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: Description: PANDA EXPRESS: 1,468 SF T.l. SAME USE FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Property Owner: REGENCY BRESSI LLC 100 WILSHIRE BLVD, # 700 SANTA MONICA, CA 90401 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE Plan Review Per Hour -Office Hours MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $1,308.23 Total Payments To Date: $1,308.23 Applied: Issued: Finaled Close Out: Inspector: Final Inspection: Contractor: 09/04/2020 11/04/2020 CRenf 04/21/2021 ROCKWALL CONSTRUCTION COMPANY 4345 E LOWELL ST, # STE H ONTARIO, CA 91761-2222 (909) 972-8216 Balance Due: AMOUNT $609.78 $426.85 $60.00 $136.00 $45.00 $4.00 $26.60 $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. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f \ www.carlsbadca.gov --- ( City of Carlsbad COMMERCIAL BUILDING PERMIT APP LI CATION 8-2 :::~ ~.~::·~tiflt>J PC Deposit Date _q_,,/_,,l/-+-/j,"""'-0 __ Job Address 2641 Gateway Rd. Suite: Suite 101 APN: _2_13_1_9_12_5_o_o ___ _ Tenant Namef_a_n_d_a_E_x __ p_re_s_s ______________ CT /Project#: _______ lot#: ___ _ Occupancy:_B ____ Construction Type:_V_-_B __ Fire Sprinklf!!rs: 0 YES O NO Air Conditioning: 0 YES O NO BRIEF DESCRIPTION OF WORK: Non-Bearing Partitions, Gyp. Board, Ceiling, Walk-in Cooler, Walk-in Freezer, Floor & Wall Finishes Lighting Fixtures, Plumbing Fixtures, Underground Plumbing, Gas Piping, HVAC Unit, EF, MUA, Condenser, & Type-I Hood. D Addition/New: ___________ New SF and Use, __________ New SF and Use, _____ Deck-SF, Patio Cover SF (not including flatwork) [Z] Tenant Improvement: 1,468 SF, Existing Use _B ______ Proposed Use _B ______ _ ______ SF, Existing Use ______ Proposed Use ______ _ ,. D Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _ D Solar: ___ KW, __ Modules, ___ Mounted, Tilt:OYON, RMA:OYON, Panel Upgrade: OYQN D Plumbing/Mechanical/Electrical Only: ________________________ _ D Other: _________________________________ _ APPLICANT (PRIMARY CONTACT) Name: Miguel Topete Address: 1000 Corporate Center Dr. Suite 550 City: Monterey Park State: CA Zip: 91754 Phone: 626.288.6898 Email: miguel@garywang.com DESIGN PROFESSIONAL Name: Gary Wang & Associates, Inc. Address: 1000 Corporate Center Dr. Suite 550 City: Monterey Park State: CA Zip: 91754 Phone: 626.288.6898 Email: gary@garywang.com Architect State License: C-32569 ------------ PROPERTY OWNER Name: Flocke & Avoyer Commercial Real Estate Address: 6165 Greenwich Dr. Suite 11 O City: San Diego State:~Zip: _9_21_2_2 __ _ Phone: 858.875.4669 Email: skeith@flockeavoyer.com CONTRACTOR BUSINESS Name: £cx:x:¥.l~W-Col--6-tf:J.,..(J :Li> !>,) /2a.,. e AQ \ Address: 4 3. 4 (;'. G-~ t LL c:r , # \.--\ City: 0 NUr'-."l:.D State:~Zip: q \ t\ b \ -< 7 Phone: <;;'oC\ -'\n) -€>4-l 6 Email: €.C: x;,,,.j I:\µ.,, CO@ #L lQv11 State license: /3 Bus. license: '7 '7 '1 / .) ti (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to Its Issuance, also requires the applicant for such permit to file a signed statement that he/she Is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.S by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 8-1 Page 1 of 2 Rev. 03/20 ~ ......... - ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury Q!1f of the following declarations: 01 have and will maintain a certificate of consent to selt·lmure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. ~e and will maintain worker's compensation, as required by Section 3700 o1 the Labor Code, for the performance of the work fot which this permit Is Issued. My workers' compensation Insurance carrier and policy number are: Insurance Company Niime: 5"l A J1. C,llJ.i€~c::;,p.."1'\M bb,t,.,) D Policy No. C\ ~ 'O l\,~). -). l) )R E11plratlon Date: 7... \ \ l ~ )..., \ 0 Certificate of Exemptlon: I certify that In the performance of the work for which this permit is issued, I shall not emplov any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage ls unlawful, and shell subject an employer to criminal penalties and civil fines up to $100,000.00, In addition the to the cost of compensation, damages as provided for In Section 3706 of the l..lbor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: ,0l?,ol2-02P ( \ \ ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's Ucense Law far the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement Is sold within one year of completion, the owner-builder wlll have the burden of proving that he did not build or Improve for the purpPSe of sale). 0 I, as owner of the property, am exciuslveiy 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 f.P',Such projects with contractor(s) licensed pursuant to the Contractor's license Law). • 0 I am exempt under Section _______ B.uslness and Professions Code for this reason: l. I personally plan to prollide the major labor and materials for construction of the proposed property Improvement. Ove:s ONO 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (Include name address/ phone/ contractors' llcense number): 4. I plan to prolllde portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' ncense number): s. I will provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated (include name/ address/ phone/ type of work): OWNER SIGNATURE: □ AGENT DATE: _____ _ ------------------------- CONSTRUCTION LENDING AGENCY, IF ANY: 1 hereby affirm that there is a construct Ion lending agency for the performance of the work this permit ls issued (Ser;. 3097 (I) Civil Code). Lender's Name: ____________________ lender's Address: ____________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NGN•RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials reglsttatlon form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley• Tanner Hazardous Substance Account Act? I 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/ No IF ANY OF niE 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 ANO THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information ls 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 Oty of Carlsbad to enter upon the above mentioned property for inspection purposes. I A150 AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE OTY OF CARLSSAO AGAINST ALL UABIUTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAI0CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit Is required for eJU:3vatlons over s·o• deep and demolition or construction of structures CM!r 3 stories in height. EXPIRATION: Every permit Issued by the Building Official under the prOlllsions of this Code shall expire by limitation and become null and void If the building or wor1< auttiorlzed · by such permit Is not commenced within 360 days from the date of such permit or If the building or woric authortzed by such permit is suspended or abandoned at any time after the work ls commenced for a period of 180 days (A829l3). APPLICANT SIGNATURE: _-?/1r,____,~_4_ .. c-6 ______ Q;::.,..4.-..Z::.-_______ DATE:_, ___ ?_-:,_-_2D __ / 7 1635 Faraday Ave Carlsbad, CA 92008 B-1 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Bullding@carlsbadca.gov Rev. 03/20 PERMIT INSPECTION HISTORY for (CBC2020-0337) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 09/04/2020 Owner: REGENCY BRESSI LLC Issue Date: 11/04/2020 Subdivision: Expiration Date: 10/12/2021 IVR Number: 28498 Address: 2641 GATEWAY RD, # 101 CARLSBAD, CA 92009-1754 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Status 03/1912021 03/19/2021 BLDG-44 153156-2021 Partial Pass Chris Renfro Reinspectlon Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Smoke duct leak test by 3rd party Verified Yes and received report. First layer of fire wrap inspected. 04/0812021 04/08/2021 BLDG-Final Inspection 154524-2021 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Pre-final inspection walk, fire final pending. No Exit sign and egress lighting OK. Need final test and balance report, title #24, and trash and recycling receipt paperwork. BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes 04/1212021 04/1212021 BLDG-44 154780-2021 Passed Chris Renfro Complete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Smoke duct leak test by 3rd party Verified Yes and received . 2nd layer Fire wrap ok. 04/21/2021 04/21/2021 BLDG-Flnal Inspection 155564-2021 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Pre-final inspection walk, fire final pending. Yes Exit sign and egress lighting OK. Need final test and balance report, title #24, and trash and recycling receipt paperwork. BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Flnal Yes BLDG-Electrical Final Yes Wednesday, April 21, 2021 Page 3 of 3 PERMIT INSPECTION HISTORY for (CBC2020-0337) Permit Type: BLDG-Commercial Application Date: 09/04/2020 Owner: REGENCY BRESSI LLC Work Class: Tenant Improvement Issue Date: 11/04/2020 Subdivision: Status: Closed -Finaled Expiration Date: 10/12/2021 Address: 2641 GATEWAY RD, # 101 IVR Number: 28498 CARLSBAD, CA 92009-1754 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Relnspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Duels-Dampers 02/05/2021 02/05/2021 BLDG-17 Interior 149934-2021 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/05/2021 03/05/2021 BLDG-33 Service 152040-2021 Passed Tim Kersch Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency New panel as per revised plan. SDG&E Yes meter release for new A meter BLDG-Electric Meter 152039-2021 Passed Tim Kench Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/15/2021 03/15/2021 BLDG-23 152772-2021 Passed Chris Renfro Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-44 152680-2021 Failed Chris Renfro Reinspectlon Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready, need smoke duct leak test by No 3rd party 03118/2021 03/18/2021 BLDG-85 T-Bar, Celling 153003-2021 Partial Pass Chris Renfro Relnspection Incomplete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topoul Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers Wednesday, Aprll 21, 2021 Page2 of 3 -----•·····------- Building Permit Inspection History Finaled Ccityof Carlsbad PERMIT INSPECTION HISTORY for (CBC2020-0337) Permit Type: BLDG-Commercial Application Date: 09/04/2020 Owner: REGENCY BRESSI LLC Work Class: Tenant Improvement Issue Date: 11/04/2020 Subdivision: Status: Closed -Finaled Expiration Date: 10/12/2021 Address: 2641 GATEWAY RD, # 101 IVR Number: 28498 CARLSBAD, CA 92009-1754 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 12/29/2020 12/28/2020 BLDG-81 Underground 147024-2020 Passed Chris Renfro Incomplete Combo(11, 12,21,31) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-11 Foundation-Fig-Piers No (Rebar) BLDG-12 Steel-Bond Beam No BLDG-21 Yes Underground-Underfloor Plumbing BLDG-31 Yes Underground-Conduit Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-11 Foundation-Fig-Piers No (Rebar) BLDG-12 Steel-Bond Beam No BLDG-21 Yes Underground-Underfloor Plumbing BLDG-31 Yes Underground-Conduit Wiring 01/27/2021 01/27/2021 BLDG-84 Rough 149264-2021 Partlal Pass Chris Renfro Relnspectlon Incomplete Comb0(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough combo on hard lids only No BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 02/01/2021 02/01/2021 BLDG-84 Rough 149531-2021 Passed Chris Renfro Complete Combo(14,24,34,44) Wednesday, Aprll 21, 2021 Page 1 of 3 _____ , ___ . ·• ...... ,. ... DATE: SEPT.24,2020 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2020-0337 ✓. EsG1I A SAFEtiuilt Cornpa;·ty SET: II PROJECT ADDRESS: 2641 Gateway Rd. PROJECT NAME: Panda Express Restaurant T.I. □ APPLICANT □ JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. i < D The applicant's copy of the check list has been sent to: Miguel Topete ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Miguel To~e e Telephone#: 626-288-6898 Date contacted: (by· ) Email: miguel@garywang.com Mail Telephone Fax In erson 0 REMARKS: By: Steven Miller EsGil Enclosures: 10/19 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858} 560-1468 ♦ fax (858) 560-1576 -~----~ ....... ··--··· .. ,,. . ........ ~---··-----•' ···•···-•---- DATE: SEPT.23,2020 JURISDICTION: Carlsbad ✓• EsG1I A SAFEbu!lt'Company PLAN CHECK#.: CBC2020-0337 PROJECT ADDRESS: 2641 Gateway Rd. SET: I PROJECT NAME: Panda Express Restaurant T.I. □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Miguel Topete D EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Miguel Topete Telephone#: 626-288-6898 Date contacted: (by: ) Email: miguel@garywang.com Mail Telephone 0 REMARKS: By: Steven Miller EsGil Fax In Person Enclosures: 9/23 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 _________ .. GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2641 Gateway Rd. DATE PLAN RECEIVED BY ESGIL: 9/9/20 REVIEWED BY: Steven Miller FOREWORD · (PLEASE READ): PLAN CHECK#.: CBC2020-0337 DATE REVIEW COMPLETED: SEPT.23,2020 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 or other departments. 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. The approval of the plans does not permit the violation of any state, county or city law. • Please make all corrections and submit two new complete sets of prints to: • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • 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 on the plans. Have changes been made not resulting from this list? □ Yes □ No NOTICE: CITY AND ESGIL'S HOURS OF OPERATION ARE AFFECTED BY THE CURRENT COVID-19 EPIDEMIC. PLAN REVIEWER MAY NOT BE AVAILABLE TO ANSWER QUESTIONS BY PHONE, BUT MAY BE REACHED BY E-MAIL AT stmiller@esgil.com . (858) 225-2775 GENERAL 1. Please make all corrections and submit two new complete sets of prints, to: Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: · 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 2. Plans may be submitted in electronic format, subject to the jurisdiction's approval. If so, they must have restrictions removed from the security settings. Electronic plans with restrictions to markups, printing, or stamping will not be approved. 3. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. PLANS 4. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. Sec. 107.2. 5. Please provide the CAP B50 Climate Action Plan for this project. 6. Please provide the B55 form to the title sheet. 7. Please update the Building Code Data as a Restaurant is an A2 occupancy. Or provide documentation as to why you consider a Panda Express a B occupancy Please see 303.3 and 304.1 of the 2019 CBC. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2016 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. 8. Sales and service counters shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. Section 11 B-904.4. Please indicate on the plans the location of this area. ADDITIONAL 9. Please see the P/M Comments below. 10. 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. 11. 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: □ Yes □ No 12. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Steven Miller at Esgil. Thank you. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: I PLUMBING (2019 CALIFORNIA PLUMBING CODE) 1. Please provide a trap primer to the kitchen trench drain upon next submittal. CPC 1007.0. 2. Keynote #22 (near the water manifolds) on sheet P-100 is not specified within the Plumbing Key Notes. Please correct. 3. Please elaborate on the manifold water supply system sheet P-100. Is this just cold water? Specify why hot water lines (non-manifolded) is shown. Clearly specify the size of each manifold line within the plans. MECHANICAL (2019 CALIFORNIA MECHANICAL CODE) 4. All mechanical ventilated units are required to have at minimum a MERV-13 filter within the outside air/return air duct. Please specify this within the mechanical schedule. CMC 401 5. Please show the required 42 inches tall "Guards" (guard rails) or building parapets height where appliances, mechanical equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface. CBC 1015.6/1015.7 & CMC Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at creuss@esgil.com. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans . . . . -, ... _, _____ _ · [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Connor Reuss BUILDING ADDRESS: 2641 Gateway Rd. BUILDING OCCUPANCY: A2 IBUILDING PORTION Tl A2. Resturant Air Conditioning Fire Sprinklers ~ AREA I I (Sq.Ft.~ 1488 Valuation MIJtipler 84.72 PLAN CHECK#.: CBC2020-0337 DATE: SEPT.23,2020 Reg. Mod. VALUE ($) 95,009 .,__TO_T._~-V-1i..-LU-E--+-----+--------11-------+-----------95,-009 ........ / Jurisdiction Code CB By Ordinance 1997 UBC Building Permit Fee ------·• 1 ----T ·hrr.r ·, --- 1997 UBC Plan Check Fee Type of Review: D Repetitive Fee ..,.j Repeats Comments: ------·· •···· ------------~---··----- Complete Review □ Other 0 Homly EaGIIFee _,., --··- I □ Structural Only 1-------11Hr. @ * $393.111/ Sheet 1 of 1 PLUMP ENGINEERING INC . STRUCTURAL CALCULATIONS Member of The American Institute of Architects Client: Project: Panda Express -Carls bad Location: 2629 Gateway Road, Carlsbad, CA 92009 Building Code: 2019 California Building Code Plump File No: S.2008026 By: B.A.B. Date: August 11, 2020 Revisions: These calculations not valid unless signed and sealed in space above. 914 E. Katella Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834 ASCE. /IMERICAN SOCIETY Of CML ENGINEERS Address: 2629 Gateway Rd Carlsbad, California 92009 ASCE 7 Hazards Report Standard: ASCE/SEI 7-16 Risk Category: II Soil Class: D -Default (see Section 11.4.3) Elevation: 408.08 ft (NAVO 88) Latitude: 33.126705 Longitude: -117.254558 ) C" /j p,,-,..r, : -(,. f~j 4,,1,°' Wind Results: Wind Speed: 10-year MRI 25-year MRI SO-year MRI 100-year MRI Data Source: Date Accessed: 96 Vmph 67 Vmph 72 Vmph 77 Vmph 82 Vmph ASCE/SEI 7-16, Fig. 26.5-18 and Figs. CC.2-1-CC.2-4 Tue Aug 11 2020 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Mountainous terrain , gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https:/ /a see 7hazardtool .onllne/ Page 1 of 3 Tue Aug 11 2020 . , ... ASCE ,'\MEAICAN SOCIITT Of CIVIL cNGINEffiS Seismic Site Soil Class: Results: Ss : S1 Fa : F,,: SMs SM1 D -Default (see Section 11.4.3) 0.942 S01 N/A 0.345 TL : 8 1.2 PGA: 0.41 N/A PGAM: 0.492 1.13 FPGA 1.2 N/A le 1 Sos 0.754 C,, : 1.271 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Tue Aug 11 2020 Date Source: USGS Seismic Design Maps ]lttps://asce 7hazardlool .online/ Page 2of 3 ---.. --, --. -.... ·····--·-··--·•···------···· •... , ... ----------------·--·--............. - Tue Aug 11 2020 AMER!GAN SOClrn' Of cr,l ENGINEERS The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information develaped, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend. nor should anyone interpret. the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable lo you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https :llasce 7hazardtool .online/ Page 3of 3 Tue Aug 11 2020 PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: 'HOOD 1 & HOOD 2' SEISMIC LOAD: 2018 IBC, 2019 CBC. 2020 LABC/LACBC :::: II Ip :::: 1.00 :::: 1.20 RP :::: 2.5 = 0.94 aP = 1.0 = 1.13 z = 1.0 :::: 0.75 r :::: 1.0 = 1.6S0s1pWp :::: 1.21 WP :::: 0.4apSoolp(1 +2z/r)/RpWp = 0.36 WP = 0.3SoolpWp :::: 0.23 WP ASCE 7-10 EQ. 13.3-2 ASCE 7-10 EQ. 13.3-1 ASCE 7-10 EQ. 13.3-3 Fp(MAX) FP Fp(MIN) Fp = 0.36 WPx 0.7 = 0.25 Wp(ASD) WEIGHT FE = LATERAL ANALYSIS: LATERAL = SCREWS = NO. = SHEAR = SHEARIILL = UNITY = GRAVITY ANALYSIS: WEIGHT = ROD NO. Fy TENSION TENSIONALL UNITY = 608 lb 154 lb 154 lb #12 4 38 lb/ANCHOR 188 lb/ANCHOR 0.20 < 1.00 --, OKI 608 lb 1/2 "4> 4 36 ksi 152 lb/ROD 4241 lb/ROD 0.04 < 1.00 -> OKI • PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: 'RTU-2' SEISMIC LOAD: 2018 IBC, 2019 CBC, 2020 LABC/LACBC RISK = II Ip = 1.00 Fa = 1.20 RP = 6.0 Ss = 0.94 aP = 2.5 SMs = 1.13 z = 1,0 Sos = 0.75 = 1.0 1.21 WP ASCE 7-16 EQ. 13.3-2 0.38 WP ASCE 7-16 EQ. 13.3-1 Fp(MA)() FP Fp(MINJ Fp = 1.6SoslpWp 0.4apSoolp(1 +2z/r)/RPWP 0.3S001pW" = 0.23 Wp ASCE 7-16 EQ. 13.3-3 = 0.38 0.7 = 0.26 WP (ASD) WIND LOAD: 2018 IBC, 2019 CBC, 2020 LABC/LACBC RISK = II EXPOSURE = c p = q,GCA q, = 0.00256K,K21KoK0V h = 25 K, = 0.94 TBL 26.10-1 K,, = 1.00 SEC. 26.8.2 Ko = 0.95 TBL26.6-1 K. = 1.00 TBL26.9-1 V = 96 .. FIG. 26.5-1 ASD = 0.60 q, = 12.64 psf NON-STRUCTURAL UNIT: WEIGHT = HEIGHT = WIDTH = LENGTH = WEIGHT = OVERTURNING ANALYSIS: LATERAL = MoT = 1238 lb 3.42 ft 4.92 ft 7.33 ft 34.34 psf 602 lb 1028 lb-ft 145 lb-ft -+ ASCE 7-16 EQ. 29.4-2 ASCE 7-16 EQ. 26.10-1 L = 89 ft 0.1BL = B = 63 ft <L 0.18h = Ai = 25.06 ft' A, = 36.06 ft' GC, = 1.90 [FJ SEC. 29.4.1 GC, = 1.50 [Fvl SEC. 29.4.1 Fh = 602 lb(ASD) Fv = 684 lb(ASD) ROOF = WOOD FE = 327 lb Fw = 602 lb _, WIND GOVERNS! ANCHORAGE TO RESIST OTI ____________ ...,_..... .... ...,--.- 557 ft 157 ft PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: 'RTU-2' !,!NITTO ROOF ANCHORAGE SOS_SCREWS S1ZE 1/4 in LENGTH 4 1/2 in EMBED = 2.75 in NO. = 6 Co = 1.6 NO. TEN. = 3 NO.SHEAR = 6 TENSION = 288 lb/ANCHOR SHEAR = 100 lb/ANCHOR TENSIONAL, = 757 lb/ANCHOR SHEARALL == 560 lb/ANCHOR UNITY == 0.56 < 1.00 _, OKI PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: 'MA-1' SEISMIC LOAD: 2018 IBC; 2019 CBC, 2020 LABC/LACBC RISK = II Ip = 1.00 F. = 1.20 RP = · e:o Ss = 0.94 aP = 2.5 SMs = 1.13 z = 1.0 Sos = 0.75 = 1.0 Fp(MAX) = 1.6SoslpWp = 1.21 WP ASCE 7-16 EQ. 13,3-2 FP = 0.4apSoslp(1 +2zlr)/RPWP = 0.38 WP ASCE 7-16 EQ. 13.3-1 Fp(MIN) = 0.3SoslpWp = 0.23 WP ASCE 7-16 EQ. 13.3-3 Fp = 0.38 Wpx 0.7 = 0.26 WP (ASD) WIND LOAD: 2018 IBC, 2019 CBC. 2020 LABC/LACBC RISK = II EXPOSURE = C p = q.GC,A, ASCE 7-16 EQ. 29.4-2 q. = 0.00256K.KztKdK.,V2 ASCE 7-16 EQ. 26.10-1 h = 25 L = 89 ft 0.1BL = K. = 0.94 TBL 26.10-1 B = 63 ft <L 0.1Bh = Kzt = 1.00 SEC. 26.8.2 ~ = 44.97 ft' Kd = 0.95 TBL 26.6-1 I\ = 29.49 ft' K. = 1.00 TBL 26.9-1 GC, = 1.90 [Fh] SEC. 2!1.4.1 V = 96 FIG. 26.5-1 GC, = 1.50 IFvl SEC. 29.4.1 ASD = 0.60 Fh = 1080 lb (ASD) q. = 12.64 psf fv = 559 lb(ASD) NON-STRUCTURAL UNIT: WEIGHT = 1695 lb ROOF = WOOD HEIGHT = 4.45 ft WIDTH = 2.92 ft FE = 447 lb LENGTH = 10.11ft fw = 1080 lb .... WINO GOVERNS! WEIGHT = OVERTURNING ANALYSIS: LATERAL MoT MRE = 57.49 psf 1080 lb 2402 lb-fl 668 lb-ft --> ANCHORAGE TO RESIST OT! ., ... .....,. .... -............ ---· .. ···•-----· ·•------------------· 557ft 157 ft PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 X 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: 'MA-1' UNIT TO ROOF ANCHORAGE = SOS_SCREWS SIZE = 1/4 in LENGTH = 4 1/2 in EMBED = 2.75 in NO. = 6 Co = 1.6 NO. TEN. = 3 NO.SHEAR = 6 TENSION = 385 lb/ANCHOR SHEAR = 180 lb/ANCHOR TENSIONALL = 757 lb/ANCHOR SHEAR.._L = 560 lb/ANCHOR UNITY = D.83 < 1.DD --> OKI PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: 'EF-1, EF-2, & EF-3' SEISMIC LOAD: 2018 IBC, 2019 CBC, 2020 LABC/LACBC RISK II IP = 1.00 F. = 1.20 RP 2.5 Ss 0.94 aP = 1.0 SMs = 1.13 z 1.0 Sos = 0.75 = 1.0 Fp (MAX) 1.6S0slpWp = 1.21 WP Fp = 0.4apSoslp(1 +2z/r)/RPWP 0.36 WP Fp(MIN) 0.3SoslpWp = 0.23 WP ASCE 7-16 EQ. 13.3-2 ASCE 7-16 EQ. 13.3-1 ASCE 7-16 EQ. 13,3-3 FP = 0.36 WPx 0.7 0.25 WP (ASD) WIND LOAD: 2018 IBC, 2019 CBC, 2020 LABC/LACBC RISK II EXPOSURE = C p = q,GCA ASCE 7-16 EQ. 29.4-2 q, o.00256K,K21KdK.v2 ASCE 7-16 EQ. 26.10-1 h = 25 L 115 ft 0.1BL K, 0.94 TBL 26.1D-1 B = 43 ft -<L 0.18h = K,t = 1.00 SEC. 26.S.2 A., 13.06 ft' Kd = 0.95 TBL 26.6-1 A, = 14.42 ff Ke 1.00 TBL 26.9-1 GC, = 1.90 [F,J SEC. 29.4.1 V = 96 FIG. 26.5-1 GC, 1.50 [F,] SEC. 29.4. 1 ASD 0.60 Fh = 314 lb (ASD) q, = 12.64 psf Fv 273 lb (ASD) NON-STRUCTURAL UNIT: WEIGHT = 222 lb ROOF WOOD HEIGHT = 3.00 ft (MAX.) EXT.HT 1.00 ft WIDTH = 3.31 ft FE .. 56 lb LENGTH = 4.35 ft Fw = 314 lb ~ WINO GOVERNS! WEIGHT = OVERTURN ING ANALYSIS: LATERAL MoT MRE = 15.39 psf 314 lb 784 lb-ft -232 lb-ft ---, ANCHORAGE TO RESIST OT! 500 ft 109 ft PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: 'EF-1, EF-2, & EF-3' UNIT TO (E) ROOF ANCHORAGE = sos_SCREWS SIZE 1/4 in LENGTH = 4 1/2 in EMBEO 2.75 in NO. 4 Co = 1.6 NO. TEN. = 2 NO. SHEAR 4 TENSION 290 lb/ANCHOR SHEAR = 78 lb/ANCHOR TENSIONAL, 757 lb/ANCHOR SHEARALL 560 lb/ANCHOR UNITY = 0.52 < 1.00 -OKI PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LATERAL ANALYSIS: 'CONDENSER RACK' SEISMIC LOAD: 2018 IBC, 2019 CBC, 2020 LABC/LACBC RISK II IP = 1.00 F. = 1.20 RP 3.0 Ss = 0.94 ap = 2.5 SMs 1.13 z = 1.0 Sos = 0.75 r 1.0 Fp(MAX) 1.6So81PWP = 1.21 WP FP = 0.4aPS081p(1 +2z/r)/RPWP = 0.75 WP Fp{MIN) = 0.3SoslpWp 0.23 WP ASCE 7-16 EQ. 13.3-2 ASCE 7-16 EQ. 13.3-1 ASCE 7-16 EQ. 13.3-3 Fp = 0.75 WP X 0.7 = 0.53 WP (ASD) WIND LOAD: 2018 IBC, 2019 CBC, 2020 LABC/LACBC RISK = II EXPOSURE C p qzGC,A, ASCE 7-16 EQ. 29.4-2 qz = o. 00256KzKztKd K. V2 ASCE 7-16 EQ. 26.10-1 h = 25 L = 115 ft 0.1BL = Kz = 0.94 TBL 26.10-1 B = 43 ft <L 0.1Bh = K,, = 1.00 SEC. 26.8.2 A., 20.01 ff Kd = 0.95 TBL 26.6-1 A. = 16.12 ff K. = 1.00 TBL 26.9-1 GC, = 1.90 [Fhl SEC. 29.4.1 V = 94. FIG. 26.5-1 GC, = 1.50 [F,] SEC. 29.4.1 ASD = 0.60 Fh 461 lb (ASD) q, = 12.12 psf Fv = 293 lb(ASD) NON-STRUCTURAL UNIT: WEIGHT = 623 lb ROOF WOOD HEIGHT = 3.00 ft (MAX.) EXT.HT 0.00 ft WIDTH = 2A2 ft Fe = 329 lb LENGTH 6.67 ft Fw = 461 lb -WIND GOVERNS! WEIGHT OVERTURNING ANALYSIS: LATERAL = 38.64 psf 461 lb 691 lb-ft 340 lb-ft -> ANCHORAGE TO RESIST OTI 500 ft 109 ft PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www .peica.com LATERAL ANALYSIS: 'CONDENSER RACK' UN(I TO (El ROQF ANCHORAGE = SDS_SCREWS SIZE = 1/4 in LENGTH = 4 1/2 in EMBED = 2.75 in NO. = 12 Co = 1.6 NO. TEN. = 6 NO.SHEAR = 12 TENSION = 73 lb/ANCHOR SHEAR = 38 lb/ANCHOR TENSIONALL = 757 lb/ANCHOR SHEARALL = 560 lb(ANCHOR UNITY = 0.17 < 1.00 --OKI ------.. --,. ,. ·~ ....... ,.-~-----·- • PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 www.peica.com LIVE LOAD REDUCTION Roof Live Load: GLBGIRDER Lo = 20.0 psf L = 25.0 ft T = 30.0 ft Ar = 750 ft' F ;:: 0.25 in per ft rise R1 = Ar <;:: 200 R1 = 0.45 200 <AT< 600 R1 = 0.6 Ar >= 600 R2 = 1 F <= 4 R2 = 1.19 4 <F< 12 R2 = 0.6 F >= 12 L = 12.0 psf ASCE 7-16 .4;s-1 _______ _,, .. ..,,..,,., _____ . -,.,, __ ................ _ ~-.. . ESR-1991 Most Widely Accepted and Trusted Page 5 of 10 TABLE 2A-SSI JOIST REFERENCE DESIGN VALUES'·•·• 2112" 211," 1•1 ... t]l.t' OVERALL MOMENT1'1 SHEAR BEARING BEARING BEARING BEARING El K DESCRIPTION DEPTH (ft-lbf} {lbf) WITH WITHOUT WITH WITHOUT (lbf-in') (lbf-inlin) (inches) STIFFENERS STIFFENERS STIFFENERS STIFFENERS (lbf) {lbf) (lbf) (lbf) 9.5 4,590 1,500 1,500 1,500 1,500 1,500 260 5.39 11.875 5,945 1,760 1,760 1,600 1,760 1,600 487 6.60 SSI 32M 12 6,020 1,775 1,775 1,600 1,775 1,600 499 6.67 21/," X 1'/2 -11..._ -_ 7_,.:160_ 1,995 1,995 1,600 1,995 1,600 717 7.71 MSR Flange u, ~ ~,3Ull \ 2,215 2,215 1,600 2,215 1,600 979 8.77 318 -inch 8 9,445 2,440 2,440 1,600 2.440 1,600 1,287 9.84 OS8Web D 10,585 f 2,660 2,660 1,600 2,660 1,600 1,643 10.91 2 J 11,130 2,880 2,880 1,600 N/A N/A 2,048 11.99 24 --1"2;870" 3,100 3,100 1,600 N/A NIA 2,504 13.06 26 13,970 3,320 3,320 1,600 NIA NIA 3,013 14.14 9.5 6,515 1,500 1,500 1,500 1.500 1,500 360 5.47 11.875 8,445 1,760 1,760 1,600 1,760 1,600 671 6.69 SSl42M 12 8,545 1,775 1,775 1,600 1,775 1,600 688 6.75 31/2" X 111," 14 10,170 1,995 1,995 1,600 1,995 1,600 984 7.81 MSR Flange 16 11.790 2.215 2,215 1,600 2,215 1,600 1,338 8.88 318 -inch 18 13.415 2.440 2,440 1,600 2.440 1,600 1,751 9.95 OSBWeb 20 15,035 2,660 2,660 1,600 2,660 1,600 2,226 11.04 22 16,660 2,BB0 2,880 1,600 NIA NIA 2,763 12.12 24 18,285 3,100 3,100 1,600 NIA NIA 3,366 13.20 26 19,850 3,320 3,320 1,600 NIA N/A 4,034 14.29 9.5 7,785 1,500 1,500 1,500 1,500 1,500 413 5.47 11.875 10,090 1,760 1,760 1,600 1,760 1,600 702 6.69 SSl42MH 12 10,210 1,775 1,775 1,600 1,775 1,600 719 6.75 31/i X 1 'I," 14 12,150 1,995 1,995 1,600 1,995 1,600 1,029 7.81 MSR Flange 16 14,090 2,215 2,215 1,600 2,215 1,600 1,399 8.88 318 -inch 18 16,030 2,440 2,440 1,600 2,440 1,600 1,831 9.95 OSBWeb 20 17,965 2,660 2,660 1,600 2,660 1,600 2,327 11.04 22 19,905 2.880 2,880 1,600 NIA NIA 2,889 12.12 24 21,845 3,100 3,100 1,600 NIA NIA 3,518 13.20 26 23,720 3,320 3,320 1,600 N/A NIA 4,218 14.29 9.5 4,525 1,875 1,875 1,735 1,875 1,600 260 7.65 11.875 5,860 2,115 2,115 1,735 2,065 1,735 443 9.39 14 7,055 2,330 2,330 1,750 2,275 1,750 652 10.99 SSI 32MX 16 8,175 2,530 2,530 1,750 2,475 1,750 890 12.50 2'1,"x 1'1i 18 9,300 2,735 2,735 1,590 2,675 1,590 1,170 14.02 MSRFlange 20 10,425 2,935 2,935 1,590 2690 1,590 1,494 15.55 'I,-Inch 22 11,545 3,315 3,315 N/A 2690 NIA 1,862 17.06 OS8WE8 24 12,670 3,335 3,335 NIA 2690 NIA 2.276 18.62 26 13,755 3,540 3,540 NIA 2690 NIA 2,739 20.15 28 14,775 3,740 3,740 NIA N/A N/A 3,252 21.66 30 15,790 3,940 3845 NIA NIA NIA 3,816 23.21 9.5 4,525 1,300 1,300 260 7.65 11.675 5,860 1,525 1,525 443 9.39 32MXT 14 7,055 1,725 1,725 652 10.99 2'/z X 1112" 16 8,175 1,915 1,915 890 12.50 MSR Flange 18 9,300 2,105 2,105 N/A NIA NIA 1,170 14.02 15132-inch 20 10,425 2,290 2,290 1,494 15.55 OSBWeb 22 11,545 2,484 2,484 1,862 17.0B 24 12,670 2,670 2,670 2,276 18.62 26 13,755 2,860 2,860 2,739 20.15 9.5 6,450 1,735 1,735 1,735 1,735 1,735 360 7.79 11.875 8,355 2,060 2,060 1,735 2,065 1,735 610 9.54 14 10,060 2,350 2,350 1,750 2,275 1,750 895 11.15 SSl42MX 16 11,665 2,620 2,620 1,750 2.475 1,750 1,216 12.68 3112 x 1112" 18 13,270 2,B95 2,895 1,590 2,675 1,590 1,592 14.22 MSR Flange 20 14,875 3,165 3,165 1,590 2,875 1,590 2,023 15.77 112 -Inch 22 16,480 3,440 3,440 NIA 3,075 N/A 2,512 17.32 OSBWEB 24 18,085 3,710 3,710 NIA 3,275 N/A 3,060 18.87 26 19,635 3,985 3,985 NIA 3,475 NIA 3,668 20.42 28 21,090 4,255 4,255 N/A N/A N/A 4,338 21.97 30 22,540 4,530 4,530 NIA N/A N/A 5,072 23.53 9.5 6,257 1,300 1,300 298 7.79 11.875 8,104 1,525 1,525 509 9.54 42MXT 14 9,758 1,725 1,725 750 11.15 31/2" X 1112" 16 11,315 1,915 1,915 1,024 12.68 MSR Flange 18 12,872 2,105 2,105 NIA NIA NIA 1,346 14.22 15/32-inch 20 14,429 2,290 2,290 1,716 15.77 OSBWeb 22 15,986 2.484 2,484 2,141 17.32 24 17,542 2,670 2,670 2,618 18.87 26 19,046 2,860 2,860 3,150 20.42 For SI: 1 inch = 25.4 mm, 1ft-lbf = 1.356 N-m, 1 lbf-in2 = 2.87 kN-mm\ 1 in-lbf/in = 4.45 N-mmlmm, 1 lbf = 4.45N. 'The reference design moment and shear values are for normal duration of load. The appropriate code must be reviewed for duration of load factor adjustments to reference design moment and shear values. Allowable end reaction values are not permitted to be increased for other durations of load. 2Refer to Table 1 for web stiffener detail. 3Moment capacity of the I-joists, which must not be increased by any code allowed repetitive member use factor. --------··•·•·······•·~-·-··-·--------...... Plump Engineering, Inc. 914 E. Katella Ave. Anahiem, CA 92805 Phone: 714-385-1835 Project Title: Panda -Carlsbad Engineer: BAB Project ID: S.2008026 Project Descr: j nc Fax: 714-385-1834 •H ............ ., •• ~ .... , www.peica.com General Beam Pnnted· 12 AUG 2020, 1 32PM File: S.2008026 -Panda -·artsbad.ec6 Software copyright ENERCALC, INC. 198l-2020, Bulld:12.20.5.17 DESCRIPTION: (E) 18" Roof Truss General Beam Properties Elastic Modulus 29,000.0 ksi . . . Span #1 Span Length = 30.0 ft Area = Moment of Inertia = 0(03095) Lr 0 .04 ,,..----,,-~-~ .. --. Lr 0 .04 ~-~--'-"'~~~-~ • X S pan = 30 .0 ft D(0.339) Lr 0 .04 D(O 11) ~....,-"'-L,._,,_r or·=-04.:..,.,.---. • X Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150 ksf, Tributary Width = 2.0 ft, (Roof Dead) Point Load : D = 0.3095 k@8.333 ft, (RTU-2 (1238#/4)) Point Load : D = 0.3390 k@ 19.0 ft, (MUA (1695#/5)) Point Load : D = 0.110 k@25.0 ft, (CU-2 (220#/2)) Uniform Load : Lr = 0.020 ksf, Extent = 0.0 -» 4.833 ft, Tributary Width= 2.0 ft, (Roof Live) Uniform Load : Lr = 0.020 ksf, Extent = 12.250 -» 17.167 ft, Tributary Width = 2.0 ft, (Roof Live) Uniform Load : Lr = 0.020 ksf, Extent = 20.667 -» 23.750 ft, Tributary Width = 2.0 ft, (Roof Live) Uniform Load : Lr = 0.020 ksf, Extent = 26.250 -» 30.0 ft, Tributary Width = 2.0 ft, (Roof Live) DESIGN SUMMARY Maximum Bending = Load Combination Maximum Shear= Load Combination Span # where maximum occurs Location of maximum on span 9.049 k-ft +O+Lr Span# 1 16.050 ft Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.120 in 0.002 in 0.509 in 0.004 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span# M V Mmax+ Overall MAXimum Envelope Dsgn. L = 30.00 ft 9.05 D Only Dsgn. L = 30.00 ft 6.86 ...O+Lr Dsgn. L = 30.00 ft 9.05 +D...0.750Lr Dsgn. L = 30.00 ft 8.50 ...0.60D Dsgn. L = 30.00 ft 4.11 3001 193255 706 97854 Summary of Momeni Values Mmax-Ma-Max Mnx 9.05 6.86 9.05 8.50 4.11 (k-ft) Mnx/Omega Cb Rm 1.186 k +O+Lr Span# 1 30.000 ft Shear Values (k) Va Max Vnx Vnx/Omega 1.19 0.84 1.19 1.10 0.51 Plump Engineering, Inc. 914 E. Katella Ave. Anahiem, CA 92805 Phone: 714-385-1835 inc Fax: 714-385-1834 •u-"1'""'"'''ii, ........ t" www.peica.com @ eneral Beam ,.,, ' DESCRIPTION: (E) 18" Roof Truss Overall Maximum Deflections Load Combination -t-O+Lr Vertical Reactions Load Combination Overall MAXimum Overall MINimum ,-., ,J ,._ I ::I. V ,J C II) E 0 ! D Only -t-O+Lr -t-0-+-0.750Lr -+-0.60D Lr Only 9,2 6,9 4,6 2.3 MEMBER·-·» 2,85 Span 1 Support 1 1.136 0.816 1.136 1.056 0.490 0.319 5,85 Project Title: Panda -Carlsbad Engineer: BAB Project ID S.2008026 Project Descr: Printed 12 AUG 2020, 1:32PM 1 e: .2008026 -Panoa -ar1sbad.ec6 Software copyright ENERCALC, INC. 1983-2020, Build: 12.20.5.17 . . . Max. ' -" Defl Location in Span Load Combination Max. "+' Defl Location in Span 0.5094 15.150 Support 2 1.186 0.842 1.186 1.100 0.505 0.344 8~5 Support notation : Far left is #1 11.85 14,85 17,85 ~stance (ft) I DO•ly I +Dtl, I +D+D.mt, I +HOD 0.0000 0.000 Values in KIPS 20,85 26,85 29.85 .. DESCRIPTION: (E) 18" RoofTruss 12 0,6 ,-.. :1. MEMBER--·» V I. IJ L\ .r. lfl -0,6 -1.2 -0,13 c -0,26 V II.. a) 0 -0.39 -0.52 ~ -~ ~ --~---r---__ 225 5,85 2.70 5.55 --- --~ 8,85 8,40 Project Title: Panda -Carlsbad Engineer: BAB Project ID S.2008026 Project Descr: Software copyright ENERCALC, INC. 1983-2020, Bulld:12.20.5.17 . . . ~ ~-...... .. ==-... ..... ~ -~ -~ ........... -~ -"""""'-............ ... _ ---"' ~ -~ 1125 14,85 17,85 20,85 23.85 29,85 ~stanceW) I DO•ly I +D+l• I +D+0.m t, I +0.60D 11.25 14,10 16,95 19,80 ms 25.50 28.35 Distance (rt) I DO•ly I +D+l1 I +D+rn0l1 I +0.600 I l1Only . .. Plump Engineering, Inc. 914 E. Katella Ave. Anahiem, CA 92805 Phone: 714-385-1835 inc Fax: 714-385-1834 n 1o•l't1tA.f"U•••·• .. t www.peica.com General Beam 1.1 1 , DESCRIPTION: (E) 20" Roof Truss General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = D(O r67) X Applied Loads 30.0 ft Area = Project Title: Panda -Carlsbad Engineer: BAB Project ID: S.2008026 Project Descr: Printed 12 AUG 2020, 1.35PM ~~F~ile~: S~.~0~0=25 -Pancfa -Carlsbad.ec6 Software copyright ENERCALC, INC. 1983-2020, Build: 12.20.5.17 . . . 10.0 in'2 Moment of Inertia = 100.0 in'4 D 0 .03 Lr 0 .04 X Span = 30.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0150, Lr= 0.020 ksf, Tributary Width = 2.0 ft, (Roof Dead) Point Load : D = 0.3667 k@ 3.0 ft, (RTU-1 (1100#/3)) DESIGN SUMMARY Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 8.434 k-ft +D+lr Span# 1 14.550ft 0.253 in 0.004 in 0.480 in 0.002 in Maximum Shear= Load Combination Span # where maximum occurs Location of maximum on span 1420 89506 749 162370 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Overall MAXimum Envelope Dsgn. L = 30.00 fl D Only Dsgn. L = 30.00 fl +0-+lr Dsgn. L = 30.00 fl -+0..{).750Lr Dsgn. L = 30.00 fl +0.60D Span# Dsgn. L = 30.00 fl 1 Overall Maximum Deflections Load Combination +0-+lr Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +0-+lr +0+0.750Lr +0.60D Lr Only Max Stress Ratios M V Span 1 Support 1 1.380 0.780 1.380 1.230 0.468 0.600 Max.•-• Defl 0.4803 Support 2 1.087 0.487 1.087 0.937 0.292 0.600 Summary of Moment Values (k-11) Mmax+ Mmax- 8.43 3.95 8.43 7.31 2.37 Location in Span 14.850 Ma-Max Mnx 8.43 3.95 8.43 7.31 2.37 Load Combination Support notation : Far left is #1 Mme/Omega Cb 1.380 k +D+lr Span# 1 0.000 ft Shear Values (L Rm Va Max Vnx Vnx/Omega 1.38 0.78 1.38 1.23 0.47 Max."+" Defl 0.0000 Values in KIPS Location in Span 0.000 Plump Engineering, Inc. 914 E. Katella Ave. Anahiem, CA 92805 Phone: 714-385-1835 in C Fax: 714-385-1834 ·~'"""'""',;t1"1"' ,.,c www.peica.co~m __ General Beam DESCRIPTION: (E) 20" Roof Truss ,.., J.J 11,,, I .i, .._, J.J C Q) E 0 ~ 1.4 02 0.1 ~ MEMBER···» Q) £ lfl -0.S -1.1 2.85 5,85 2.85 5,85 8.85 8.85 11.85 Project Title: Panda -Carlsbad Engineer: BAB Project ID: S.2008026 Project Descr: Printed· 12 AUG 2020, 1.35PM File: ST00l!l!26 -Panda -Carlsbad.ec6 Software copyright ENERCALC, INC. 1983-2020, Bulkl:12.20.5.17 . . - 14,85 17,85 20,85 ms 26,85 29.85 ~stance (it) I D O•ly I tD+l, I tDtWDl, I +D.6DD 11.85 14,85 17,85 20,85 23.85 26,85 29.85 Distance (it) I DO•ly I tD+l1 I tD+D.mt, I +D.6DD Plump Engineering, Inc. 914 E. Katella Ave. Anahiem, CA 92805 Phone: 714-385-1835 inc Fax: 714-385-1 834 l'\l<fll. .... ,u .. Ult•ll"Jf WWW,Reica.co_m __ DESCRIPTION: (E) 20" Roof Truss -0,12 '2 .0,24 v u... V Cl -0.37 ,0.49 2,70 5.55 8,40 11.25 Project Title: Panda -Carlsbad Engineer: BAB Project ID: S.2008026 Project Descr: Printed: 12 AUG 2020, 1 35PM F11e: S.200'8026 -Pan a -Cars -ad.ec6 Software copyright ENERCALC, INC. 1983-2020, Bulld:12.20.5.17 .. .... .. 14.10 16,15 19,80 ms 25.50 28.35 Distance (it) I D Only I +D+l• I +D+D.ml, I +0.600 I l• O•ly Plump Engineering, Inc. 914 E. Katella Ave. Anahiem, CA 92805 Phone: 714-385-1835 Project Title: Panda -Carlsbad Engineer: BAB Project ID: S.2008026 Project Descr: i nc Fax 714-385-1834 •0 •·'"1""'"., •• ,.. -.. e WNW. eica.com Wood Beam Software copyright ENERCALC, INC. 1983-2020, Build: 12.20.5.17 1 ,1 1 , DESCRIPTION: (E) GLB CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties -. . Analysis Method: Allowable Stress Design Load Combination ASCE 7-16 Fb + Fb - Fc-Prll 2,400.0 psi 1,850.0 psi 1,650.0 psi E : Modulus of Elasticity Wood Species : DF/DF Fe -Perp Wood Grade : 24F-V4 Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(O 623) D{0.45) Lr(0.36) V V V ( ) 5. 125x21 Span = 25 .0 ft 650.0 psi 265.0 psi 1,100.0psi [J()t12]JI) V Ebend-xx 1,800.0 ksi Eminbend -xx 950. 0 ksi Ebend-yy 1,600.0 ksi Eminbend -yy 850.0 ksi Density 31.210 pcf D(0H8) V ~ Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.0150, Lr= 0.0120 ksf, Tributary Width = 30.0 ft, (Roof Load) Point Load : D = 1.10 k@ 15.0 ft, (RTU1 (1100#)) Point Load : D = 1.238 k@ 15.0 ft, (RTU-2 (1238#)) Point Load : D = 0.6230 k @ 5.50 ft, (CU Rack (623#)) Point Load : D = 0.5190 k @23.50 ft, (Hood -1 (519#)) Point Load : D = 0.6080 k @ 23.50 ft, (Hood -2 (608#)) Point Load : D = 0.1110 k@ 23.50 ft, (EF -1 (222#/2)) Point Load : D = 0.1110 k @ 23.50 ft, (EF -2 (222#/2)) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span 0.914: 1 5.125x21 2,547.95psi 2,787.70psi Maximum Shear Stress Ratio Section used for this span Load Combination Location of maximum on span Span# where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection +O+lr 13.595ft Span# 1 0.447 in Ratio= 0.000 in Ratio= 1.260 in Ratio= 0.000 in Ratio= Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span# M V Cd C FN Ci Cr Cm D Only Length = 25.0 ft 0.829 0.386 0.90 0.929 1.00 1.00 1.00 +D+Lr 0.929 1.00 1.00 1.00 Length = 25.0 ft 0.914 0.441 1.25 0.929 1.00 1.00 1.00 +D+0.750Lr 0.929 1.00 1.00 1.00 Load Combination Location of maximum on span Span # where maximum occurs 671 >=360 0 <360 238 >=180 0<180 Ct CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Moment Values M lb 52.21 1,663.23 79.98 2,547.95 F'b 0.00 2007.14 0.00 2787.70 0.00 Design OK 0.441 : 1 5.125x21 145.98 psi 331 .25 psi +D+lr 0.000ft Span# 1 Shear Values V fv 0.00 0.00 F'v 0.00 6.60 91.96 238.50 0.00 0.00 0.00 10.47 145.98 331.25 0.00 0.00 0.00 Plump Engineering, Inc. 914 E. Katella Ave. Anahiem, CA 92805 Phone: 714-385-1835 inc Fax: 714-385-1834 .. ,~cu .. u,uu, .. c. www.peica.com Wood Beam 1.11 , DESCRIPTION: (E) GLB Load Combination Segment Length Length = 25.0 ft +0.60D Max Stress Ratios Span# 1 M 0.834 V 0.400 Length = 25.0 ft 1 0.280 0.130 Overall Maximum Deflections Load Combination ..0-+lr Vertical Reactions Load Combination Overall MAXimum ,-.. "' "-I ::i. V "' C I) E 0 r Overall MINimum D Only +D-+lr +D+0.750Lr +0.60D Lr Only 2.37 Span 1 424 Cd C FN Ci Cr Cm 1.25 0.929 1.00 1.00 1.00 0.929 1.00 1.00 1.00 1.60 0.929 1.00 1.00 1.00 Project Title: Panda -Carlsbad Engineer: BAB Project ID: S.2008026 Project Descr: Printed 12 AUG 2020, 5 02PM Hle:S.2008026 -Panda -Carts ad.eco Software copyright ENERCALC, INC. 1983-2020, Bulld:12.20.5.17 . -. Moment Values Shear Values Ct CL M fb F'b V fv F'v 1.00 1.00 73.01 2,325.76 2787.70 9.51 132.47 331.25 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 31.33 997.94 3568.25 3.96 55.18 424.00 Max. " -" Defl Location in Span Load Combination Max. "+" Defl Location in Span 1.2600 Support 1 11.919 4.500 7.419 11.919 10.794 4.451 4.500 7.30 12.682 Support notation : Far left is #1 Support 2 13.224 4.500 8.724 13.224 12.099 5.235 4,500 916 12,23 Distance (it) 14~9 I DOnly I +D+li I +D+WDl1 I +0.6DD 0.0000 0.000 Values in KIPS 17.15 19.62 22.08 24.54 Plump Engineering, Inc. 914 E. Katella Ave. Anahiem, CA 92805 Phone: 714-385-1835 inc Fax: 714-385-1834 • 11o•••"4i•tl••••• .. c www.peica.com Wood Beam 1.11 , DESCRIPTION: (E) GLB 12 6 MEMB~R-.. » l.. (J Q) .r. lf1 II. 4) Q .] ,13 237 2.37 424 7J) 4.84 7.30 Project Title: Panda -Carlsbad Engineer: BAB Project ID: S.2008026 Project Descr: Pnnted t2 AUG 2020 5 02PM ile: S".2008026 -Panda -Carlsbad.ec6 Software copyright ENERCALC, INC. 1983-2020, Build: 12.20.5.17 12.23 Distance (ft) I DO•~ I +Dtl1 I +D+0.mli I +0.60O 12.23 Distance (ft) 14.t9 14.69 I DO•ly I +Dtl1 I tO+W0li I +0.60D I l,O•ly 17,15 17,15 . . - 19,&2 22,08 24,54 19,G2 22.08 24.54 .Y I ) _,,, '-.. . ' Z X Envelope Only Solution Plump Engineering, Inc. j BAB _l_ r Aug 12, 2020 at 2:29 PM j S.2008026 -Soffit.r3d .v . z ·x 10 Envelope Only Solution ,; Plump Engineering, Inc. ' . ·BAB I ... Aug 12, 2020 at 2:29 PM . S.2008026 -Soffit.r3d ,Y . Z X 10 Envelope Only Solution Plump Engineering, Inc, BAB ... 2 ... 'Aug 12, 2020 at 2:30 PM S.2008026 • Soffitr3d ,Y Z X Loads: BLC 1. DL Envelope Only Solution 10 -Plump Engineering, Inc. [ sAB 5PSF X 1.33FT T ' ,; -.007k/ ' 2 Aug 12, 2020 at 2:30 PM S.2008026 -Soffit.r3d .Y " / z X Loads: BLC 2, WL Envelope Only Solution -.0131</11 I 10 I Plump Engineering, Inc. BAB 5PSF X 2.67FT -.013klft ... ., ... 2 Aug 12, 2020 at 2:30 PM s 2008026 -Soffit.r3d 1 ' .v z ·x Member Code Checks Displayed (Enveloped) 1 Envelope Only Solution i Plump Engineering, Inc. ! ;BAB ! .,_ ------..... -,--~-... -,- Code Check (Env) I NoCalc >1.0 .S0-1.0 .7S-.90 1-.... S0-.75 0.-.50 Aug 12, 2020 at 2:31 PM I S.2008026 -Sofflt.r3d Company Designer Job Number Model Name Plump Engineering, Inc. BAB S.2008026 PANDA -SOFFIT (Global) Model Settings lo· I S f M b C 1soIav ectIons or em er a cs Max Internal Sections for Member Cales Include Shear Deformation? Increase Nailina Caoacitv for Wind? Include Warpinq? 5 97 I Yes I Yes Yes Trans Load Btwn lntersectina Wood Wall? , Yes Area Load Mesh (in"2) Merae Tolerance <in) P-Delta Analvsis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (ft/sec"2) Wall Mesh Size (in) . Eiaensolution Converaence Toi. (1 .E-) Vertical Axis I Global Member Onentat,on Plane !Static Solver Dynamic Solver Hot Rolled Steel Code Adiust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temoerature Concrete Code Masonry Code Aluminum Code Stainless Steel Code AdJust Stiffness? N b f Sh R um ero ear ea,ons Reqion Soacinq Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections Slab? Bad Framina Warninas? Unused Force Warninas? Min 1 Bar Diam. Soacina? Concrete Rebar Set Min % Steel for Column 0 Max 1/o Steel for Column 144 I .12 0.50% Yes I Yes 13 132 .2 I 24 4 IY xz I Sparse Accelerated Accelerated Solver I AISC 15th(360-16):LRFD I Yes(lterative) I AISC 15th(360-16): LRFD IAISI S100-16: LRFD AWC NDS-15· ASD I < 100F ACI 318-14 I TMS 402-16: Strenath AA ADM 1-15: LRFD -Buildinq IAISC 14th(360-10): ASD Yes(lterat,ve) 4 14 Exact lntearation I .65 I Rectanaular I Yes , Yes I No Yes !No REBAR SET ASTMA615 11 I 8 RISA-3O Version 17.0.4 (J:\RISA-3O\2020\S.2008026 -Soffit.r3d) I I I I I I I I I Aug 12, 2020 5:03 PM Checked By: GMP Page 1 Company Designer Job Number Model Name Plump Engineering, Inc. BAB S.2008026 PANDA· SOFFIT (Global) Model Settings, Continued Seismic Code !Seismic Base Elevation (ft) Add Base Wei ht? CtX CtZ IT X (sec) T Z (sec) Ct Exp. Z sos S1 TL (sec) !Risk Cat I Drift Cat !Om Z RhoX Basic Load Cases ASCE 7-1 0 I Not Entered Yes .02 .02 I Not Entered , Not Entered .75 5 I or II Other 1 Aug 12, 2020 5:03 PM Checked By: GMP BLC Description D_L Category DL X Grav ... Y Grav ... Z Grav... Joint Point Distrib ... Area(M .. Surface(Plate/ ... 8 T 1 2 _j__ -1 r--r-----r~2 1 Load Combinations Description DL Solve PDeltaSR. .. BLC Fact... BLC F ... BLC Fa ... BLC F ... BLC F ... BLC Fa ... BLC__F ... BLCF ... BLCF ........ . ~ Yes -. 1 DL J 1 I I 1 -I i I I j ' I 1 -DL+WL Yes I i DL 1 I WL 11 I I I i I I I I I Member Distributed Loads (BLC 1 : DL} Member Label Direction Start Magnitud~(k/ft,F,ksf] End Magnitude[k/ft,F,ksf] Start Location[ft, ... End Location[ft, %) 0 0 t----'~,---~M=4~---,---~Y_------,---,----~--=0~7~---,-------'-~007 M.=5 __ ___._ __ y -f----_-.00_L_ ~_-.0=0_._7 __ ---+-0 _.0"'----- M3 Y -.007 -.007 M1 Y -.007 -.007 M2 Y -007 -.007 2 Y -.007 -.007 M2 Y -.007 -.007 M2 Y -007 -.007 Member Distributed Loads (BLC 2 : WLJ 1 2 Member Lab~I M3 M1 RISA-3O Version 17.0.4 Direction z z Start Magnitude(k/ft,F,ksf] r -.013 I -.013 End Magnitude(k/ft,F,ksf] -.013 -.013 [J :\RISA-3O\2020\S.2008026 -Soffit.r3d] 0 0 0 4 6 8 6 8 6 8 6 Start Location(ft, ... End Location(ft, %) I o o 1 o ! 4 I Page 2 • Company Designer Job Number Plump Engineering, Inc. BAB S.2008026 Aug 12, 2020 5:03 PM Checked By: GMP .. , .. ,,inc Model Name PANDA -SOFFIT Envelope A/SI S100-16: LRFD Cold Formed Steel Code Checks 1 M.filllber Shape Code ... _ Loc[ft] jLC Shear ·toc[ft] DlLLC phi*Pn[k] phi*Tn[k]f hi_:Mny ... phi*Mnz.fhi*\1phi*V... Cb Eqn M1 350S162 ... 196 4 2 I .034 4 v 2 1.681 7.663 .197 .53 1.5561.82611.667 H1 .1-27 2 M2 350S162 .. .023 3.958 I 2 .002 14.01 V 1 3.209 7.663 .139 .718 11.5561 .82611.418 H1.1-1 1 3 M3 350S162 .. .067 1.719 2 .019 3.958 V 2 3.209 7.663 I .139 .718 1.55611 .8261.351 -~ 4 M4 350S162 .. .009 2.012 12 .006 11.979 V 1 4.111 7.663 I .225 .69 11.55611 .82612.194 H2-1 5 MS 350S162 .... 036 2 2 .013 2 V12 2.536 7.663 .139 .718 11.5561.8262.603 H1 .1-1 6 M6 350S162 .. ! .076 1.91 I 2 .001 14.472 V 2 ! 3.584 7.663 I .219 .612 11.5561.82611.136H1 .2-1 1 Envelope Member Section Forces [ _21 r M~1b+er~_s. 2 r ~x Ax~l[I<] f L2~ 1 c r Sh~•'1'j-l:ff6~•,fk] 'i To"1;''+i t' ~om 'it ' ~01~ r min O -7 0 I 1 r O -1 0 -1 --0 1 0 1 _3 _ max -.015 I O 1 j O 2 0 2 0 2 .OZ] 2 __ 1--'-4__,__ --~---__,m,--'-""in'+--_-_,_,,. Oc...c.1 =-5 _,__.....,_ -027 2 0 1 0 1 0 1 0 L __§_~ 3 ma~ -.041 2~_ 0 1 I Q__f--2 0 2 0 2 .107 _2 J' 6 min -.042 1 -.053 2 0 1 0 1 0 1 0 1 7 4 max -.042 2 .027 2 0 2 0 2 0 2 _ _.,._0_53 __ z._ 8 min -.044 1 O 1 O 1 O 1 O 1 o 1 9 5 max -.044 2 .027 2 0 2 0 2 0 , 2 , 0 2 f--'-1 =-0 -+----+------1'-m.'.-"i.,_,n+----.,_,.-0'-'-45 1 0 1 0 1 0 1 0 1 0 _ _1_ 11 M2 __ 1 max. -.046 _ 1 0 1 0 2 0 2 , 0 2 0 .2_, _j_2__ __ _ _min -.049 _ 2 _ -.Qo3_ 2 _g_ 1 o +4-l o:~1 r c f __ 1 -1..3'-l----+--_.,2 max -.045 1 o_ J___ 0 2 0 2 9 +r-,-004 .2_ _14 _ +---min,_ -.048 2_ -.003 2 0 1 0 _ 1 0 I J O 1 _j ~ 3 ma~Q4A_ _ 1 0 1 0 2 0 2 0 2 .008 2 _1.§_ _ ___ mini -.047 2 ---.003 2 0 -J_ 0 1 O .. . 1 :0-02 I 1 17 4_--J_m_ax.l--..::,..Q.43 __ 1 0 1 0 _,.J_ 0 _,..2_. 0 .2 .012 '2 _1~8'-+------~ mini -.045 2 -.003 2 0 1 0 1 _O_ 1 .00:]1j 19~-5 max -.006 1 .003 2 0 2 0 2 _o_. 2 f .P 2 i-=20~----+-----+'--'--'-'mi ril -.006 2 -.003 1 0 1 0 1 0 1 O 1 r-=2~1 -~M=3~__,_ __ 1~_....,.m_a_x_J -. 059 1 0 1 0 2 0 2 I O 2 1 0 I 2 f-=22"--+----+-----f'm=in,.__--'-.=3 2 -. 024 2 0 1 0 1 0 1 L O 1 23 2 max -.05 1 0 1 0 2 0 2 1 o_ -~I .019 ' 2 24 min -.291 2 -.007 2 0 1 0 1 0 1 I O 1 1-=2=-5--+----+---3,,,,___+m_a_x+--_-.,_,,.0'--'-4_,_1 _+--_ _,__1 .01 2 0 2 0 2 0 2 .018 2 26 min -.281 2 0 1 0 1 0 1 0 1 0 1 >-=-27~----+---4-max -.031 1 .026 2 0 2 0 2 0 2 .001 1 28 _____ min -,m_ -~2-__ o 1 o _:1 o 1 o 1 I -.005 .--2 -~9 _____ --J---'Sc__ max -.018 2 .003 1 0 2 0 2 0 _,2_ I -.oq~ 30 mlD -.018 __ j _ -.003 2 __ _g_ 1 o 1 o 1 -.ooz 12 I f-_.,,,=-ii~-=·~--~~-M-~- 4-=--~~=:.:=--:~:_-~L ;~~~ _j __ J ~--1 -i-1-+-I J \~1~i _3_5 -+---3 max .003 1 -.006 2 _Q_ 2 _o_ 2 _o_ 2__ 0 1 f-=-36~----+-------f'-m'--'-'-'-in --=-:::oo3 --2 -006 1 0 1 0 ~ 1 0 1 0 2 37 -f--.A_ ~-0 2 .006 2 0 2 __ 0 2 0 2 .002 2 1 >-=-38=---+---~--min O 1 .006 1 0 1 0 1 0 1 .0021J-7 39 5 max O 2 0 2 0 2 0 , .. .'Z O 2 0 --t{- 40 min O 1 0 1 0 1 0 1 0 1 0 4 4:1 -------'M=5--+ 1 ------"1 _ __, ...... m_ax~_-.002 1 .004 1 0 2 0 2 0_.2_ 0 2 min -.074 2 .003 2 0 1 0 1 0 1 0 1 2 max -.002 1 -.007 1 ' 0 2 0 2 0 2 .004 2 , min -.074 2 -.008 2 O 1 O 1 O 1 .003 1 45 J ~ maxj__ 0 _ 1 _.012 2 L O 2 0 1 2~ 0 2 .003 1 2 ' RISA-30 Version 17.0.4 (J:\RISA-30\2020\S.2008026 -Soffit.r3d] Page 3 .. Company Designer Job Number Model Name Plump Engineering, Inc. BAB S.2008026 PANDA -SOFFIT Envelope Member Section Forces (Continued) Member Sec Axialfkl LC 46 min -.08 2 I 47 4 ]max 0 1 48 min -.08 2 49 5 max 0 1 50 min -.08 2 51 M6 I 1 max .27 2 52 min 0 1 53 2 max .269 2 54 min -.001 1 55 3 'max i .268 2 56 min -.002 1 57 4 max1 .267 2 58 min -.003 1 ' 59 5 max i .266 2 60 min -.004 1 Aug 12, 2020 5:03 PM Checked By: GMP v Shearfkl LC z Shearfkl LC Torauef. .. LC v-v Mom ... LC z-z Mom ... LC .011 1 0 1 0 1 0 1 -.001 1 0 12 0 2 0 2 0 2 I -.007 2 0 1 0 1 0 1 0 1 -.009 1 -.01 2 0 2 0 2 0 2 0 2 -.012 1 0 1 0 1 0 1 0 1 0 2 0 2 0 12 0 2 0 2 1 0 ', 1 0 1 0 1 0 1 0 1 0 2 0 '2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 1 I 0 2 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 1 0 ,2 0 2 0 2 0 2 0 2 0 1 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 0 2 ' 0 ' 1 0 1 0 1 0 1 0 1 RISA-3O Version 17.0.4 [J:\RISA-3O\2020\S.2008026 -Soffit.r3d] Page 4 " Commercial Gas Water Heaters BTH-120(A) through BTH-250(A) BTH-300(A) through BTH-500(A) APPROX. MODEL CAPACITY A B t~'(-'( ' ' 1'"CHEN:M K••cilfs,cM\ 8TH-120{A) 60 / 227 3n.61 27.75n0.5 BTH-150(A) 100 / 379 Jn.62 11.15no.s ''\ 8THlo.199{.ll llOO / 179 3/lt.61 \. 21.75/711.5 BTH•250(A) 100/ 379 317.62 27.75170.5 BTH-300(A) 119/450.96 4.75112.07 33.12/84.12 8TH-400(A) 119/450.96 4.75/12.07 33.12184.12 8TH-500(A) 1191450.96 4.75/12.07 33.12/84.12 Electrical characteristics-120V-60Hz A.C.. 5.0 A "A" in model represents ASME construction Propane gas models available ~"-•~v•~,v~'---+--......,ID FRONT D B 0 """ F B DIMENSIONS C D E F IN~ESI~ 'i'NtHfficM'( IN'e'.HESI~ 'fNCHffiCM '( 6.3/16 35/88.9 55.5/141 53.5/135.9 6.3/16 56.381143.2 76/193.04 75.75/192.4 \. 6.311.6 56.l8/1U2 \.76/19,1,04 I 75.15/19:!..4 6.3/16 56.38/1431 767193.04 75.75/191.4 4.75/12.07 52.00/131.08 75. 751192.41 73.75/187.3 4.75/12.07 52.00/132.08 75.75/192.41 73.75/187.3 4.75112.07 52.00/132.08 75.751191.41 73.751187.3 ~Smith. \ ''"'" I oun<• ....... , E E H F J , .. FR0t'1 E H D >nPT 0 A:ECIACU..AnON M.n,;tN J G A C SHIPPING SHIPPING WEIGHT WEIGHT G H I J STD ASME IN'e'.HESI~ '<iNCH~CM'\" lflbtESJIM '<'1Ncol(s,cM'I "C'tSJK1f '( UlfKG '(' 3 11.25/lB.6 42.25/107.32 48.5/123.2 18.25/46.36 460 / 208 490 / 220 11.25/28.6 64/162.6 70/177.8 1 B.25/46.36 523 / 237 553/251 111.15118.6 1 6!1161.i \ 70/1117.8 \ 18\l5!4ft.36 \5231,237, 5U/25.I 11.25118.6 64/162.6 70/177.8 18.25746.36 m,m ,53ns1 12.75/32.39 63.13/160.35 69.251175.9 23.00/58.4] 855 / 387 855 / 387 12.75/32.39 63.131160.35 69.25/175.9 23.00/58.43 855/ 387 855 / 387 12. 75132.39 63.131160.35 69.25/175.9 13.00158.43 855 I 387 855 I 387 For Technical Information and Automated Fax Service, call 800-527-1953. A. 0. Smith Corporation reserves the right to make product changes or improvements without prior notice. Page 3 of 4 www.hotwater.com AOSCG10210 • ,Y [)-.] z' X ~lump Engineering , Inc. l BAB S.2008026 T PANDA -SOFFIT Aug 12, 2020 at 5:13 PM I I S.2008026 -WH SUPPORT.r3d • • v 1 z" ·x 2 ! Plump Engineering, Inc. ! BAB PANDA -SOFFIT 'Aug 12, 2020 at 5:13 PM ' ! S.2008026 i j S.2008026-WH SUPPORT.r3d I. ----·----..--·········---····•·-·Vo-·-····~··•••-•·· -·-•---·•~-·---... -·-··-· .. • v z• X 2 Plump Engineerlng, Inc. BAB S.2008026 PANDA -SOFFIT . Aug 12, 2020 at 5:13 PM S.2008026-WH SUPPORT.r3d • ,Y 2 loads: BLC 1. DL Plump Engineering, Inc. BAB S.2008026 -.511k PANDA -SOFFIT -.011</ft Aug 12, 2020 at 5:13 PM I S.2008026 -WH SUPPORT.r3d ~ I I - Beam: M1 Shape: 2-600S162-43-BB Material : A653 SS Gr33 Dy in Length: 3 ft I Joint: N1 Dz in J Joint: N2 LC 1: DL Code Check: 0.120 (bending) -.004 at 1.5 ft Report Based On 97 Sections .275 at O ft A k Vy k Vz k -.275 at 3 ft Mz k-ft T --------k-ft My --------k-ft -.398 at 1.5 ft 3.09 at 1.5 ft ft ksi fa --------ksi fc ksi -3.09 at 1.5 ft A/SI S100-16: LRFD Code Check Combined Shape Design does not consider weak axis 'My' Moments, nor weak axis 'Vz' Forces. Max Bending Check 0.120 Max Shear Check 0.064 (y) Max Deft Ratio L/8513 Location 1.5 ft Location 0 ft Location 1.5 ft Equation H2-1 Span 1 Gov. 0 Equation F2/F3 R (16.2.1) Not Used y-y z-z Fy 33 ksi Lb 0 ft 3 ft A eff. (Fy) .582 jnA2 0*Pn 10.607 k KL/r 0 15.802 A eff. (Fn) ,589 jnA2 0 *Tn 26.552 k ly eff. NC 0*Mny NC L Comp Flange 0 ft Sy eff. (L) NC 0 *Mnz 3.821 k-ft L-torque 3 ft Sy eff. (R) NC 0*Vny 4.303 k Cw 4.33 jnA6 lz eff. 4.632 nA4 0*Vnz NC a (conn. spacing) 0 ft Sz eff. (T) 1.544 nA3 Cb 1.308 Sz eff. (B) 1.544 nA3 ,-,~:;,, {_ City of Carlsbad CAP Building Plan Template B-55 INSTRUCTIONS: The following certificate shall be included on the title sheet of all building plans: CLIMATE ACTION PLAN (CAP) COMPLIANCE Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov The following demonstrates project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California Green Building Standards Code (CALGreen), current version: 1. ENERGY EFFICIENCY APPLICABLE: @No Complies with CMC 18.30.190 & 18.21.155 Existing Structure, year built: ____ _ Prepared Energy Audit? Energy Score: _____ _ Efficiency Measures included in scope: Yes/No 2. PHOTOVOLTAIC SYSTEM APPLICABLE: vest@) Complies with CMC section 18.30.130 and 2019 California Energy Code section 150.l(c)14 Yes /No Required Provided Size of PV system (kWdc): Sizing PV by load calculations If by Load Calculations: Total calculated electrical load: 80%of load: Hardship Requested Hardship Approved Yes/No Yes/No Yes/No 3. ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: YE@ Complies with CMC sections 18.30.150 and 18.30.170? Yes /No Alternative Source: □ Electric □ Passive Solar Hardship Requested Hardship Approved 4. ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: Complies with CMC section 18.21.140? Panel Upgrade? Yes/No Yes/No YES~ Yes/No Yes/No Required Provided Total EV Parking Spaces: No. of EV Capable Spaces: No. of EV Ready Spaces: No. of EV Installed Spaces: Hardship Requested Hardship Approved 5. TRAFFIC DEMAND MANAGEMENT APPLICABLE: Compliant? TDM Report on file with city? Yes/No Yes/No @No Yes/ no Yes/ no Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health PO Box 129261, San Diego, CA 92112-9261 Record ID #: Not in System Plan Check#: DEH2020-HHMBP-008991 (858) 505-6700 (800) 253-9933 www.sdcdeh.org Business Name Business Contact Telephone# Plan File# Panda Express Panda Express. Inc. 6267999898 Project Address City Zip Code APN# 2641 Gateway Rd Carlsbad 1st~ 92009 2131912500 Applicant Applicant E-Mail App!icantT e\ephone # Miguel Topete miguel@garywang.com 6267999898 The following questions represent the facility's activities, NOT the specific project description. PART I; FIRE DEPARTMENT-HAZARDOUS METERIALS DMSION: OCCUPANCY CLASSIFICATION; (Not required for projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction priorto plan submittal. Occupancy Rating: D Explosive or Blasting Agents l!I Compressed Gases □ Flammable/Combustible Liquids D Flammable Solids D Organic Peroxides D Oxidizers D Pyrophorics □ Unstable Reactives Facility's Square Footage (including proposed project): □ Water Reactives □ Corrosives D Cryogenics D Other Health Hazards D Highly Toxic or Toxic Materials D None of These □ Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMO): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Divisjon, in person at 5500 Ovettand Ave., Suite 110, San Diego, CA 92123, or by phone at(858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 512412021 1. 2. 3. 4. 5. 6. 7. 8. YES NO D Iii □ liil D liil D liil □ liil D Iii D 00 □ liil Is your business listed on the reverse side of this form? (check all that apply). WIii your business dispose of Hazardous Substances or Medical Waste in any amount? VI/ill your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet? Will your business handle carcinogens or reproductive toxins in any quantity? Will your business use an existing, or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? VI/ill your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? VI/ill your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). D D □ CalARP Exempt CalARP Required CalARP Complete Review Date: PART m· SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT IAPCDl: If the answer to Question #1 is 'Yes· and the answer to Question #2 is 'No', the applicant must contact the APCD prior to the issuance of a buiding or demolition permit. If any answer to Questions #3, #4, or #5 is 'Yes', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes·, the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Coma.ct the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. 1. 2. 3. 4. YES NO D liil D Iii D Iii D Iii Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) Has a survey been performed to determine the presence of asbestos containing materials? Will the project involve handling or disturbance of any asbestos containing materials? WIii the project involve the removal of any load supporting structural member? 5. D Iii VI/ill the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http/lwww.sdapcd.org/info/facts/permits.pdf 6. □ Iii (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subjectfaciity be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.cde.ca.gov/re/sdl for public and private schools or contact the appropriate school district. Briefly describe business activities: Fast Food Restaurant Briefly describe proposed project: Tenant improvement project in an existing building shell to Include non-bearing partitions, gyp. board, ceiling, walk-in cooler/freezer, floor and wall finishes I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct Iii; Fees Acknowledged: Iii Miguel Topete 8/20/2020 Name of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: DATE: __________ _ EXEMPT OR NO FURTHER IIIIFORMATION RELEASED FOR BUILDING PERMIT BUT NOT FOR RELEASED FOR OCCUPANCY REQUIRED OCCUPANCY COUNTY-HMD• APCD COUNTY-HMO APCD COUNTY-HMO APCO -•~ GF S,v1 ~'-'-\\00 Co'J ,..,~\.\ . Do (f"-~00-~ t,._c, .q :,, RE ',li[.1.ifl'*-.D BY ~ Reviewed 0 S. Khalid < 09/02120 -ALF ~ -~~~:; '6 Oate/fnnii'is 0 c,'?. Jr tj.. Q" Of Sa1' •A stamp in this box 2!l!Y. exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may sm apply. DEH HMD Plan Chock Questionnairev1.2(10/2015) Printed on:91112020@1:12 PM .. ····---···-· ----- ;, LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION Check all that apply: AUTOMOTIVE D Battery Manufacturing/Recycling D Boat Yard O Car Wash D Dealership Maintenance/Painting D Machine Shop D Painting D Radiator Shop D Rental Yard Equipment D Repair/Preventive Maintenance D Spray Booth D Transportation Services 0 Wrecking/Recycling CHEMICAL HANDLING 0 Agricultural supplier/distributor 0 Chemical Manufacturer 0 Chemical Supplier/Distributor D Coatings/Adhesive D Compressed Gas Supplier/Distributor 0 Dry Cleaning D Fiberglass/Resin Application D Gas Station D Industrial Laundry D Laboratory D Laboratory Supplier/Distributor 0 Oil and Fuel Bulk Supply 0 Pesticide Operator/Distributor CHEMICAL HANDLING 0 Photographic Processing D Pool Supplies/Maintenance 0 Printing/Blue Printing 0 Road Coatings D Swimming Pool D Toxic Gas Handler D Toxic Gas Manufacturer METAL WORKING D Anodizing D Chemical Milling/Etching D Finish-Coating/Painting D Flame Spraying D Foundry D Machine Shop-Drilling/Lathes/Mills 0 Metal Plating D Metal Prepping/Chemical Coating D Precious Metal Recovery D Sand Blasting/Grinding D Steel Fabricator D Wrought Iron Manufacturing AEROSPACE D Aerospace Industry D Aircraft Maintenance D Aircraft Manufacturing OTHERS AND MISCELLANEOUS 0 Asphalt Plant 0 Biotechnology/Research D Chiropractic Office D Co-Generation Plant D Dental Clinic/Office D Dialysis Center 0 Emergency Generator 0 Frozen Food Processing Facility D Hazardous Waste Hauler D Hospital/Convalescent Home D Laboratory/Biological Lab 0 Medical Clinic/Office D Nitrous Oxide (NO,) Control System D Pharmaceuticals □ Public Utility D Refrigeration System D Rock Quarry D Ship Repair/Construction D Telecommunications Cell Site D Veterinary Clinic/Hospital D Wood/Furniture Manufacturing/Refinishing ELECTRONICS D Electronic Assembly/Sub-Assembly D Electronic Components Manufacturing D Printed Circuit Board Manufacturing NOTE: THE ABOVE UST INCLUDES BUSINESSES, WHICH TYPICALLY USE, STORE, HANDLE, AND DISPOSE OF HAZARDOUS SUBSTANCES. ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMO) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any of the following operations or equipment, will require clearance from the Air Pollution Control District. CHEMICAL 47 -Organic Gas Sterilizers 32 -Acid Chemical Milling 33 -Can & Coil Manufacturing 44 -Evaporators, Dryers & Stills Processing Organic Materials 24 -Dry Chemical Mixing & Detergent Spray Towers 35 -Bulk Dry Chemicals Storage 55 -Chrome Electroplating Tanks COATINGS & ORGANIC SOLVENTS 27 -Coating & Painting 37 -Plasma Arc & Ceramic Deposition Spray Booths 38 -Paint, Stain & Ink Mfg 27-Prinling 27 -Polyester Resin/Fiberglass Operations METALS 18 -Metal Melting Devices 19-Oil Quenching & Salt Baths 32 -Hot Dip Galvanizing 39 -Precious Metals Refining ORGANIC COMPOUND MARKETING (GASOLINE, ETC) 25 -Gasoline & Alcohol Bulk Plants & Terminals 25 -Intermediate Refuelers 26 -Gasoline & Alcohol Fuel Dispensing COMBUSTION 34 -Piston Internal -Combustion Engines 13 -Boilers & Heaters (1 million BTU/hr or larger) 14-Incinerators & Crematories 15 -Bum Out Ovens 16 -Core Ovens 20 -Gas Turbines. and Turbine Test Cells & Stands 48 -Landfill and/or Digester Gas Flares ELECTRONICS 29 -Automated Soldering 42 -Electronic Component Mfg FOOD 12 -Fish Canneries 12 -Smoke Houses 50 -Coffee Roasters 35 -Bulk Flour & Powered Sugar Storage SOLVENT USE 28-Vapor & Cold Degreasing 30 -Solvent & Extract Driers 31 -Dry Cleaning ROCK AND MINERAL 04 -Hot Asphalt Batch Plants 05 -Rock Drills 06 -Screening Operations 07 -Sand Rock & Aggregate Plants 08 -Concrete Batch, CTB. Concrete Mixers, Mixers & Silos 10 -Brick Manufacturing OTHER 01 -Abrasive Blasting Equipment 03 -Asphalt Roofing Kettles & Tankers 46 -Reverse Osmosis Membrane Mfg 51 -Aqueous Waste Neutralization 11 -Tire Buffers 17 -Brake Debonders 23 -Bulk Grain & Dry Chemical Transfer & Storage 45 -Rubber Mixers 21 -Waste Disposal & Reclamation Units 36 -Grinding Booths & Rooms 40 -Asphalt Pavement Heaters 43 -Ceramic Slip Casting 41 -Perlite Processing 40-Cooling Towers -Registration Only 91 -Fumigation Operations 56-WVVTP (1 million gal/day or larger) & Pump Station NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 586-2600. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division Date: 09/03/20 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Business Name: Panda Express, Inc. Street Address: 2641 Gateway Rd, Suite 101, Carlsbad, CA Email Address: miguel@garywang.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECI< TYPE OF BUSINESS) I ✓ I Check all below that are present at your facility: o Acid Cleaning o Assembly o Automotive Repair o Battery Manufacturing o Biofuel Manufacturing o Biotech Laboratory o Bulk Chemical Storage o CarWash o Chemical Manufacturing o Chemical Purification o Dental Offices • Dental Schools • Dental Clinics o Dry Cleaning o Electrical Component Manufacturing o Fertilizer Manufacturing o Film/X-ray Processing o Food Processing o Glass Manufacturing o Industrial Laundry o Ink Manufacturing o Laboratory o Machining/Milling o Membrane manufacturing (i.e. water filter membranes) o Metal Casting/Forming o Metal Fabrication o Metal Finishing • Electroplating • Electroless Plating ■ Anodizing • Coating {i.e. phosphating) ■ Chemical Etching/Milling • Printed Circuit Board Manufacturing o Metal Powders Forming o Nutritional Supplement/Vitamin Manufacturing o Painting/Finishing o Paint Manufacturing o Personal Care Products Manufacturing o Pesticide Manufacturing/ Packaging o Pharmaceutical Manufacturing (including precursors) o Porcelain Enameling o Power Generation o Print Shop o Research and Development o Rubber Manufacturing o Semiconductor Manufacturing o Soap/Detergent Manufacturing o Waste Treatment/Storage New Business? Yes!Z1No0 SIC Code(s) if known: ______ Date operation began/will begin: 5124I2021 Tenant Improvement? Yes[Z]No[J If yes, briefly describe improvement: _________________ _ Interior T.I. of an existing space to a Panda Express Restaurant. Description of operations generating wastewater (discharged to sewer, hauled or evaporated): __________ _ Cleaning & Ware Washing Estimated volume of industrial wastewater to be discharged (gal/ day): _3_0_0_g_a_ll_d_a_y _____________ _ List hazardous wastes generated (type/volume):_N_/_A ________________________ _ Have you applied for a Wastewater Discharge Permit from the Encit1a Wastewater Authority? YesD Date: ____ No(Z] · Page 1 of2 -----·-···----- ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because {a) they discharge no process wastewater (Le., they only discharge sanit.uy wastewater with no pollutants exceeding any local limits}, and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. o Automobile Oetailers o Barber/Beauty Shops o Business/Sales Offices o Cleaning Services o Carpet/Upholstery o Childcare Facilities a Churches o Community Centers o Consulting Services o Contractors o Counseling Services o Hotels/Motels (no laundry) o Laundromats o Libraries o Medical Offices (no x-ray developing) o Mortuaries o Museums o Nail Salons o Nursing Hornes o Office Buildings (no process flow) o Optical Services o Pest Control Services (no pesticide repackaging for sale) o Educational Services (no auto repair/film developing) o Pet Boarding/Grooming Facilities o Financial Institutions/Services o Postal Services {no car wash/auto repair) o Fitness Centers o Public Storage Facilities o Gas Stations (no car wash/auto repair) o Restaurants/Bars o Grocery Stores (no film developing) o Retail/Wholesale Stores (no auto repair/film developing) o Residential based Businesses o Theaters (Movie/live) CERTIFICATION STATEMENT I certify that the Information above is true and correct to the best of my knowledge. Print Name: Miguel Topete DATE: 09/03/20 Facility Contact: Panda Express Title: Job Captain ENCINA WASTEWATER AUTHORITY 6200 AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Page 2 of 2 -----· · ................................. _ .. _, ........... ., ... . ( City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool -' If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. ..1111 Details on CAP ordinance requirements are available on the city's website . ..1111 A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. Project Name/Building Permit No.: Panda Express, Inc. BP No.: CBC2020-0337 Property Address/APN: 2641 Gateway Rd. Suite 101 Applicant Name/Co.: Miguel Topete Applicant Address: 1000 Corporate Center Dr, Suite 550, Monterey Park, CA 91754 Contact Phone : 626.288.6898 Contact Email: miguel@garywang.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: Contact Email: Applicant Signature:-~-=-: ........ ~--.&...~-~""-=-""--------Date: 10-05-20 B-50 Page 1 of 6 Revised 08/19 " City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet: $_2_00_,o_o_o._oo ___ _ Construction Type D Residential D New construction D Additions and alterations: D BPV < $60,000 D BPV:::: $60,000 D Electrical service panel upgrade only D BPV :::: $200,000 [Z] Nonresidential D New construction 0 Alterations: 0 BPV:::: $200,000 or additions:::: 1,000 square feet D BPV 2:: $1 ,000,000 □ :::: 2,000 sq. ft. new roof addition Checklist Item Complete Section(s) Notes: A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 2A, 3A, 1B, 2B, 4A 3B,4A N/A N/A All residential additions and alterations 1A,4A 4A 1-2 family dwellings and townhouses with attached garages only *Multi-family dwellings only where interior finishes are removed 1A, 4A* 1B,4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 1 B, 2B, 3B, 4B and 5 1B, 5 1B,2B ,5 Building alterations of:::: 75% existing gross floor area 2B, 5 1 B also applies if BPV:::: $200,000 Check the appropriate boxes, explain all not applicable and exception Items, and provide supporting calculations and documentation as necessary. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for more infonnation when completing this section. A D Residential addition or alteration ~ $60,000 building pennit valuation. See CMC section 18.30.190. Year Built Single-family Requirements □ Before 1978 Select one: □ Duct sealinq □ Attic insulation □Cool roof □ 1978 and later Select one: □ Lighting package □ Water heating Package □ Between 1978 and 1991 □ 1992 and later □ NIA ----------- □ Exception: Home energy score~ 7 (attach certification) Multi-family Requirements □ Attic insulation Select one: □ Duct sealing □ Attic insulation □Cool roof Select one: □ Lighting package □ Water heating package B. 0 Nonresidential* new construction or alterations~ $200,000 building pennit valuation , or additions ~ 1,000 square feet □ NIA Updated 8/ 15/20 I 9 2 . City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CAL Green Appendix AS, Division AS.2 -Energy Efficiency. A5.203.1.1 Choose one: □ .1 Outdoor lighting □ .2 Warehouse dock seal doors □ .3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) □ N/A _________ _ 0 .4 Daylight design PAFs □ .5 Exhaust air heat recovery A5.203.1.2.1 Choose one as applicable: □ .95 Energy budget 0 .90 Energy budget □ N/A A5.211.1"" □ On-site renewable energy □ NIA A5.211.3"" □ Green power (if offered by local utility provider, 50% minimum renewable sources) □ N/A A5.212.1 □ Elevators and escalators 12] NIA T.I. Only A5.213.1 □ Steel framing 0 NIA T.I. Only • Includes hotels/motels and high-rise residential buildings ""For alterations~ $1 ,000,000 BPV and affecting> 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. 2. Photovoltaic Systems A. 0 Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1{c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (28 below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(8) (high-rise residential) or 18.30.170(8) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated k\flklc* sheets if necessary) Total System Size: k\flklc = (CFAx.572) / 1,000 + (1.15 x #d.u.) *Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. Exception □ □ □ □ k\flklc 8. D Nonresidential new construction or alterations ~$1,000,000 8PV and affecting ~75% existing floor area, or addition that increases roof area by ~2,000 square feet Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: □ Gross Floor Area (GFA) Method GFA: □If< 10,000s.f. Enter: 5 kWdc Min. System Size: □ If ~ 10,000s.f. calculate: 15 kWdc x (GFA/10,000) •• __ kWdc **Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method Updated 8/15/20 19 3 ' . City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:*** ______ x .80= Min. system size: _____ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A D Residential and hotel/motel new construction Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. D For systems serving individual dwelling units choose one: D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CMC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelling units, install a central water-heating system with all of the following: D Gas or propane water heating system D Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) D Solar water heating system that is either: D .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recovery D Exception: B. D Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): D Solar-thermal D Photovoltaics D Recovered energy □Water heating system is (choose one): 0 Heat pump water heater D Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: Updated 8/1 5/20 19 4 City of Carlsbad Climate Action Plan Consistency Checklist 4. Electric Vehicle Char in A. D Residential New construction and major alterations* Please refer to Carlsbad Ord inance CMC section 18.21.140 when com letin this section. One and two-family residential dwelling or townhouse with attached garage: D one EVSE Ready parking space required D Exception : D Multi-family residential· D Exception · Total Parking Spaces EVSE Spaces Proposed Capable Ready Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed= Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "Capable," "Ready" or "Installed.") Installed Total *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. D Nonresidential new construction (includes hotels/motels) D Exception : Total Parking Spaces EVSE Spaces Proposed Capable I Ready I Installed I Total 10 2 I 5 I 1 I 8 Calculation: Refer to the table below: Total Number of Parkinq Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces □ 0-9 1 1 □ 10-25 2 1 □ 26-50 4 2 □ 51-75 6 3 □ 76-100 9 5 □ 101-150 12 6 □ 151-200 17 9 □ 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 8/15/20 I 9 5 ' c'ity of Carlsbad Climate Action Plan Consistency Checklist 5. 0 Transportation Demand Management (TOM): Nonresidential ONLY AA approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. If TOM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses EmpADTfor first 1,000 s.f. EmpADTI 1000 s.f.1 Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 10th Edition 13 11 4.5 3.5 3 1 2 For all office uses, use SAN DAG rate of 20 ADT/1 ,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf = 8 ADT 2. 9,334 sf -1,000 sf = 8,334 sf 3. 8,334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. Applicant Signature: __.~<.......;...~~=-..._----'-,V-:,.,.-..,,d:-_.__ ________ _ ---;;r ., Date: 10-05-20 Person other than Applicant to be contacted for TOM compliance (if applicable): Name (Printed): __________________ _ Phone Number: ------ Email Address: ___________________ _ Updated 8/1 5/2019 6 PERMIT REPORT Revision Permit Print Date: 05/13/2021 Job Address: 2641 GATEWAY RD, # 101, CARLSBAD, CA 92009-1754 {Cityof Carlsbad Permit No: PREV2021-000S Status: Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revis Parcel#: 2131912500 Track#: Valuation: $0.00 Lot#: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Project#: Plan#: Construction Type: Orig. Plan Check#: CBC2020-0337 Plan Check#: Description: PANDA EXPRESS: FLOOR PLAN REVISED AND INTERIOR CHANGES FEE BUILDING PLAN CHECK REVISION ADMIN FEE MANUAL BLDG PLAN CHECK FEE Property Owner: REGENCY BRESSI LLC 100 WILSHIRE BLVD, # 700 SANTA MONICA, CA 90401 Total Fees: $147.50 Total Payments To Date: Building Division $147.50 Applied: 01/11/2021 Issued: 02/10/2021 Finaled Close Out: 05/13/2021 Inspector: CRenf Final Inspection: Contractor: ROCKWALL CONSTRUCTION COMPANY 4345 E LOWELL ST, # STE H ONTARIO, CA 91761-2222 (909) 972-8216 Balance Due: AMOUNT $35.00 $112.50 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.cartsbadca.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 CBC2020-0337 Plan Revision Number'Yi?t:~OJ.-/-0~ Project Address 2641 Gateway Rd.,Suite 101, Carlsbad, CA G IS f R . . t/D & d 5 b ·tt I Revised Water Heater, Mop Sink, Co2 Tank location enera cope o ev1s1on eierre u m, a: _________________ _ and updated Plumbing & Electrical accordingly CONTACT INFORMATION: Name Miguel Topete Phone 6262886898 Fax ( cell) 323353417 4 Address 1000 Corporate Center Dr. Suite 550 City Monterey Park Zip 91754 Email Address miguel@garywang.com Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Ii] Plans D Calculations D Soils Iii Energy D Other 2. 3. Describe revisions in detail List page(s) where each revision is shown Please see Response Letter for reference. 4. Does this revision, in any way, alter the exterior of the project? D Yes liJ No 5. Does this revision add ANY new floor area(s)7 D Yes Ii] No 6. Does this revision affect any fire related issues? D Yes D No 7. Is this a complete set7 D Yes Iii No ,gSignature ~7ir4 Date O 1 /06/21 I 635 Faraday Avenue, carlsbad, CA 92008 eh: 76D-602-27 l 9 fa; 760-602-8558 Ema.It building@carlsbadca.gov \j\,WW,carlsbadca.gov DATE: 2/1/2021 JURISDICTION: Carlsbad ✓. EsG1I A SAFFhu,it Comrany PLAN CHECK#.: PREV2021-0005 (CBC2020-0337) PROJECT ADDRESS: 2641 Gateway Rd. SET: I PROJECT NAME: REVISION #1: Panda Express Restaurant T.J. □ APPLICANT □ JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: Miguel Topete ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Miguel Topete Telephone#: 626-288-6898 Date contacted: (by: ) Email: miguel@garywang.com Mail Telephone 0 REMARKS: By: Steven Miller EsGil Fax In Person Enclosures: 1/12/2021 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Stephen Miller BUILDING ADDRESS: 2641 Gateway RD BUILDING OCCUPANCY: PLAN CHECK#.: CBC-2020-0337 DATE: 02/01/2021 BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1997 UBC Building Permit Fee I: ·.l\,f \;i :. 1997 UBC Plan Check Fee AREA Valuation (Sq.Ft.) Multiplier #N/A ... ... Type of Review: D Complete Review D Repetitive Fee ,.. [ Repeats • Based on hourly rate □ Other G Hourly EsGil Fee Reg. VALUE Mod. D Structural Only 1-------11 I Hr. @" $90.00_ ($) ~omme1~;) fofthe ~.r::~~"~~r:_above {ee, an aadltionidfee of$> .. • :. ·.·. is due f Sheet , -···•-----~-----•·"-,. $90.001 . hour@ of