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Home My WebLink About2606 EL CAMINO REAL; A; CBC2020-0065; Permit(?iity of Carlsbad Building Permit Finaled Commercial Permit Print Date: 09/24/2020 Job Address: 2606 EL CAMINO REAL, # A, CARLSBAD, CA 92008-1249 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Permit No: CBC2020-0065 Status: Closed - Finaled Parcel #: 1670307600 Track #: Applied: 02/14/2020 Valuation: $174,744.00 Lot #: Issued: 05/28/2020 Occupancy Group: A-2 Project #: Finaled Close Out: #of Dwelling Units: Plan #: Bedrooms: Construction Type:V-B Bathrooms: Orig. Plan Check #: Inspector: MCoIl Plan Check #: Final Inspection: 09/24/2020 Project Title: Description: PANDA EXPRESS: 2,700 SF T.I. (RESTAURANT TO RESTAURANT) Applicant: Property Owner: CARLOS LINARES FLYING V COMPANY LLC 1000 CORPORATE CENTER DR, #500 2373 WILT RD MONTEREY PARK, CA 91754-7600 FALLBROOK, CA 92028-8477 (686) 288-6898 FEE AMOUNT BUILDING PERMIT FEE ($2000+) $892.25 BUILDING PLAN CHECK FEE (BLDG) $624.58 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE A-2 & A-3 Occupancies - TI $628.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 SB1473 GREEN BUILDING STATE STANDARDS FEE $7.00 STRONG MOTION-COMMERCIAL $48.93 Total Fees: $2,344.76 Total Payments To Date: $2,344.76 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov COMMERCIAL - 4L C o-f~r ity of BUILDING PERMIT Est. Value C vIlsbcI PC Deposit a . •B2................. ... Date 0?11 Job Address: 2606 El Camino Real Suite: A APN: 1670307600 Tenant Name: Panda Express, Inc. CT/Project#: Lot #: Occupancy: A-2 Construction Type: V-B Fire Sprinklers: yes Air Conditioning: no BRIEF DESCRIPTION OF WORK: Interior tenant improvement project in an existing building shell. Non-load bearing partition walls, finishes, kitchen equipment and ceiling. New Mechanical rooftop and type-I hood. Addition/New: New SF and Use, New SF and Use, Deck SF, Patio Cover SF (not including flatwork) IXTenant Improvement: 2,700 SF, Existing Use A-2 Proposed Use A-2 SF, Existing Use Proposed Use E] Pool/Spa: SF Additional Gas or Electrical Features? E3 Solar: KW, Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No El Plumbing/Mechanical/Electrical Only: [1 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: Carlos Linares (Gary Wang & Associates, Inc.) Name: Robin Beale Cameron Address: 1000 Corporate Center Drive, Suite 550 Address: 10721 Treena St., Suite 200 City: Monterey Park State: CA Zip: 91754 City: San Diego State: CA Zip: 92731 Phone: (686) 288.6898 Phone: (619) 496.3600 Email: carlos@garywang.com Email: Robin@PacificCoastCommercial.com DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: Gary Wang (Gary Wang & Associates, Inc.) Name: Levica Builders Inc. Address: 1000 Corporate Center Drive, Suite 550 Address: 1267 N. Tustin Ave City: Monterey Park State: CA Zip: 91754 City: Anaheim State: Ca- Zip: 92807 Phone: (686) 288.6898 Phone: 714.688-2040 Email: garywang@garywang.com Email: Ievica@levicabuilders.com Architect State License: C-32569 State License:738671 Bus. License:________________ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter. Improve, demolish or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he/she Is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Bulldingt'carlsbadca.ROV 8-2 Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: CI I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit Is issued. I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation Insurance carrier and policy number are: insurance Company Name: Everest National Policy No. 7600008437201 Expiration Date: 01/01/2021 CI Certificate of Exemption: I certify that in the performance of the work for which this ermit Is issued, I shall not employ any person In any manner so as to be come subject to the workers' compensation Laws of Calif . NiNG: lure to rkers compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100, . 0, In a tion of tlon, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CONTRACTOR SIGNATU : LAGENT DATE: 05/28/20 (OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and yiho does such work himself or through his own employees, provided that such Improvements are not intended or offered for sale. if, however, the building or Improvement Is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). CI I, as owner of the property, am exclusively contracting with iicensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section _BusIness and Professions Code for this reason: 1. i personally plan to provide the major labor and materials for construction of the proposed property Improvement. ci Yes CI No 2.1 (have! have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address / phone! contractors' license number): S. i will provide some of the work, but I have contracted (hired) the following persons to provide the work indlcatd (include name/ address / phone / type of work): OWNER SIGNATURE: EJAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there Is construction lending agency for the performance of the work this permit Is issued (Sec. 3097 (I) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? CI Yes CI No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? , CI Yes CI No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 13 Yes CI No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans Is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for Inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit Is required for excavations over 5'0' deep and demolition or construction of structures over stories In height. EXPIRATION: Every permit Issued by the Building Official under the provisions of this Code shall expire by limitation and become nut and void if the building or work authorized by such permit Is not commenced within 180 days from the date of such permit or If the building or work authorized by such permit is suspended or abandoned at anytime after the work Is commenced bra period of 180 days (Section 105.4.4 Uniform Building Code). APPLICANT SIGNATURE: £%44 AId274- DATE: 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuildinglCarIsbadCa.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial . Application Date: 02/14/2020 Owner: FLYING V COMPANY LLC Work Class: Tenant Improvement Issue Date: 05/2812020 Subdivision: PARCEL MAP NO 08586 Status: Closed - Finaled Expiration Date: 03/22/2021 Address: 2606 EL CAMINO REAL, #A CARLSBAD, CA 92008-1249 IVR Number: 24864 Scheduled Actual Inspection Type. Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date . Status BLDG-Fire Final 138893-2020 Passed Adalmira Maldonado Complete Checklist Item COMMENTS Passed FIRE- Building Final Yes 09/23/2020 09/23/2020 BLDG-24 Rough!Topout 139077-2020 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-43 Air 139076-2020 Passed Tim Kersch Complete Cond./Furnace Set . Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/2412020 09/2412020 BLDG-Final Inspection 139258-2020 Passed Tim Kersch . Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final . Yes BLDG-Electrical Final Yes Thursday, September 24, 2020 Page 6 of 6 Permit Type: BLDG-Commercial Application Date: 02/14/2020 Owner: FLYING V COMPANY LLC Work Class: Tenant Improvement Issue Date: 05/28/2020 Subdivision: PARCEL MAP NO 08586 Status: Closed - Finaled Expiration Date: 03/22/2021 Address: 2606 EL CAMINO REAL, # A CARLSBAD, CA 92008-1249 IVR Number: 24864 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 09/04/2020 09/04/2020 BLDG 24 Rough/Topout 137494-2020 Partial Pass Tim Kersch .....-Reinspectionv Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG 34 Rough 137493-2020 Partial Pass Turn Kersch Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Hard lid soffuts except at cookline/prep Yes area 09116/2020 09/16/2020 BLDG-43 Air 138339-2020 Cancelled Tim Kersch Reinspection Incomplete Cond./Furnace Set Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG Final inspection 138340 2020 Cancelled Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final Yes 09!21I2020 0912112020 BLDG34 Rough 138829-2020 Partial Pass Tim Kersch Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Hard lid soffits except at cookline/prep Yes area 09I22/2020 09/22/2020 BLDG 24 RoughlTopout .138913-2020. Cancelled Tim Kersch Reinspectuon Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG43 Air 138912-2020 Cancelled Tim Kersch Reunspection incomplete Cond./Furnace Set Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG Final Inspection .138914-2010' Cancelled Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final Yes Thursday, September 24, 2020 Page 5 of 6 Permit Type: BLDG-Commercial Application Date: 02/14/2020 Owner: FLYING V COMPANY LLC Work Class: Tenant Improvement Issue Date: 05/28/2020 Subdivision: PARCEL MAP NO 08586 Status: Closed - Finaled Expiration Date: 03/22/2021 Address: 2606 EL CAMINO REAL, #A IVR Number: 248 64 CARLSBAD, CA 92008-1249 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Hard lids and rough electrical in front entry Yes patio lids only BLDG-17 Interior 134905.2020 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Drywall completed Yes BLDG-44 134788-2020 Passed Chris Renfro Complete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Duct wrap completed . Yes 08/07/2020 08/07/2020 BLDG-85 T.Bar, Ceiling 135049.2020 Partial Pass Chris Renfro Reinspection Incomplete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Hard lids at entry way patio shear for Yes Frame-Steel-Bolting-Welding exterior lath (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical Yes BLDG-44 No Rough-Ducts-Dampers 08/10/2020 08/10/2020 BLDG-17 Interior 135246-2020 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Drywall on ceiling and soffits in kitchen Yes area and dining room. Ok to tape and mud. 08/12/2020 08/12/2020 BLDG-18 Exterior 135457.2020 Passed Michael Collins Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/27/2020 08/27/2020 BLDG-44 136840-2020 Passed Peter Dreibelbis Complete Rough/Ducts/Dampers - Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/31/2020 08/31/2020 BLDG-44 137065-2020 Passed Paul Burnette Complete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Thursday, September 24, 2020 Page 4 of 6 Permit Type: BLDG-Commercial Application Date: 02/14/2020 Owner: FLYING V COMPANY LLC Work Class: Tenant Improvement . Issue Date: 05/28/2020 Subdivision: PARCEL MAP NO 08586 Status: Closed - Finaled Expiration Date: 03/22/2021 Address: 2606 EL CAMINO REAL, #A IVR Number: 24864 CARLSBAD, CA 92008-1249 Scheduled. Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial, Demising wall and suspended Yes storefront wall only. BLDG-17 Interior I33730-2020 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall . Checklist Item COMMENTS Passed BLDG-Building Deficiency Face layer at existing demising wall only, Yes see card. BLDG-Building Deficiency Base layer at new demising wall only. Yes BLDG-Building Deficiency 7/14/20, face layer at demising wall, base Yes layer at cook-Line wall and base layer at cooler end walls 0712712020 07/2712020 BLDG-17 Interior 133839-2020 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 7/14/20, face layer at demising wall, base Yes layer at cook-Line wall and base layer at cooler end walls BLDG-Building Deficiency Base layer at new demising wall only. Yes BLDG-Building Deficiency Face layer at existing demising wall only, Yes see card. 07/3II2020 07/31/2020 BLDG-I4 I34529-2020 Partial Pass Michael Collins Reinspection Incomplete Frame/Steel/BoltinglWe Iding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial, Demising wall and suspended Yes storefront wall only. BLDG-Building Deficiency Hard lid soffits except at cookllne/prep Yes area BLDG-34 Rough 134392-2020 PartialPass Michael Collins Reinspection Incomplete Electrical . . . Checklist Item COMMENTS Passed BLDG-Building Deficiency Hard lid soffits except at cookline/prep Yes area BLDG-44 I34393-2020 Partial Pass Michael Collins Reinspection Incomplete Rough!DuctslDampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Prelim duct sealing. . Yes 08/05/2020 08I05/2020 BLDG-14 134904-2020 Passed Chris Renfro Complete Frame/Steel/Bolting/We Iding (Decks) Thursday, September 24, 2020 Page 3 of 6 Permit Type: BLDG-Commercial Application Date: 02/14/2020 Owner: FLYING V COMPANY LLC Work Class: Tenant Improvement Issue Date: 05/28/2020 Subdivision: PARCEL MAP NO 08586 Status: Closed - Finaled Expiration Date: 03/22/2021 Address: 2606 EL CAMINO REAL, #A IVR Number: 24864 CARLSBAD, CA 92008-1249 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start pate Status 07/14/2020 07114/2020 BLDG-17 Interior 132688-2020 Partial Pass Michael Collins Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 7/14/20, face layer at demising wall, base Yes layer at cook-Line wall and base layer at cooler end walls BLDG-Building Deficiency Base layer at new demising wall only. Yes BLDG-Building Deficiency Face layer at existing demising wall only, Yes see card. 07/2112020 0712112020 BLDG-84 Rough 133346-2020 Partial Pass Michael Collins Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 Complete grab bar backing No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Top out Ok. Yes BLDG-34 Rough Electrical Not ready No 07I22I2020 07/22/2020 BLDG-Il 133596-2020 Partial Pass Michael Collins Reinspection Incomplete Foundation/FtglPiers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Grade beam at moment frame only.n Yes BLDG-Building Deficiency Partial pass. Column footings X (2) and Yes slab on grade & vapor barrier. Grade beam tie in pending. Need special inspection on epoxy rebar dowels. OK to pour. BLDG-84 Rough 133595-2020 Partial Pass Michael Collins Reinspection Incomplete Combo(I4,24,34,44) .. . Checklist Item COMMENTS . Passed BLDG-Building Deficiency. 7/22/20, walls only at cook-line, prep, Yes restrooms. BLDG-Building Deficiency No BLDG-14 Complete grab bar backing No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Top out Ok. Yes BLDG-34 Rough Electrical Yes BLDG-34 Rough Electrical Not ready Np 07/24I2020 07I24/2020 BLDG-I4 I33731-2020 Partial Pass Paul Burnette Reinspection Incomplete Frame/Steel/Bolting/We Iding (Decks) Thursday, September 24,. 2020 Page 2 of 6 Building Permit Inspection History Finaled (èity of Carlsbad Permit Type: BLDG-Commercial Application Date: 02/14/2020 Owner: FLYING V COMPANY LLC Work Class: Tenant Improvement Issue Date: 05/28/2020 Subdivision: PARCEL MAP NO 08586 Status: Closed - Finaled Expiration Date: 03/22/2021 Address: 2606 EL CAM INO REAL, #A IVR Number: 2 4864 CARLSBAD, CA 92008-1249 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 09/18/2020 BLDG 24 RoughlTopout 138782 2020 Cancelled Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG43 Air, 138781-2020 Cancelled Tim Kersch Reinspection Incomplete CondJFurnace Set Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/2312020 06/23/2020 BLDG-21 130793.2020 Passed Michael Collins Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Grease & sanitary waste to POCs Yes 06129/2020 06129/2020 BLDG-lI 131434-2020 Partial Pass Chris Renfro Reinspection Incomplete FoundationlFtglPiers (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass. Column footings X (2) and Yes slab on grade & vapor barrier. Grade beam tie in pending. Need special inspection on epoxy rebar dowels. OK to pour 0710212020 07102/2020 BLDG-17 Interior 131778.2020 Partial Pass Michael Collins Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Face layer at existing demising wall only, Yes see card. 07106/2020 07/06/2020 BLDG 14 131890 2020 Partial Pass Michael Collins Reinspection Incomplete Frame/Steel/Bolting/We Idung (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial, Demising wall and suspended Yes storefront wall only. 07/0812020 07108/2020 BLDG-17 Interior 132088-2020 Partial Pass Michael Collins Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Base layer at new demising wall only. Yes BLDG-Building Deficiency Face layer at existing demising wall only, Yes see card. Thursday, September 24,2020 Page 1 of 6 ( EsGil A sArEbuitrCornpariy DATE: 5/13/2020 /APPLICANT URIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2020-0065 SET: II PROJECT ADDRESS: 2606 EL CAMINO REAL, SUITE "A" PROJECT NAME: THE SHOPPES @ CARLSBAD - PANDA EXPRESS EJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LII The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Carlos Linares Telephone #: 686-288-6898 Date contacted :5/f3J2t.byjyJ) Email: carlosaarvwang.com Mail Telephone Fax In Person IZI REMARKS: Note on page S2.0, and S1.2 details 9,&10 t t the Thickness of the Grade beam is 18" and the scale is A"=I' By: Steven Miller Enclosures: EsGil 2/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuitf Company DATE: MAR. 06, 2020 JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2020-0065 SET: I PROJECT ADDRESS: 2606 EL CAMINO REAL, SUITE "A" D APPLICANT 0 JURIS. PROJECT NAME: THE SHOPPES @ CARLSBAD - PANDA EXPRESS El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. Eli 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. 11 The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Carlos Linares Telephone #: 686-288-6898 Date contacted: (by: ) Email: carlosaarvwang.com Mail Telephone Fax In Person LII REMARKS: By: ALl SADRE, S.E. Enclosures: EsGil 2/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2020-0065 MAR. 06, 2020 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2020-0065 PROJECT ADDRESS: 2606 EL CAMINO REAL, SUITE "A" OCCUPANCY = A-2; SCOPE = T.I., STORIES = 1; AREA = 2,700-S.F. CONSTRUCTION = V-B SPRINKLERS = NO DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 2/18 MAR. 06, 2020 REVIEWED BY: ALl SADRE, S.E. FOREWORD (PLEASE READ): 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. GENERAL Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. 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. CARLSBAD CBC2020-0065 MAR. 06, 2020 3. 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? I Yes IJ No PLANS 4. Please update the references from 2016 codes to the 2019 family of codes under codes on title sheet. 5. Glazing in hazardous locations shall be safety glazing. Section 2406.4 and 2406.4.1 Glazing adjacent to doors shall comply. See Sheet A2.0. 6. The occupant load of the bar/lounge space shall be posted in a conspicuous place, near the main exit/ exit access doorway from the space. Posted sins shall be of an approved legible permanent design per Section 1004.9. 7. Portable fire extinguishers are required in accordance with section 906. Objects that stick out beyond 4" off the wall between 27" and 80" is considered a protruding or hazardous object. It is recommended that the extinguishers are placed in recessed cabinets with wall signage identifying location. Per Section 906, 1003.3 and 1003.3.3. 8. Please cross reference all the interior partitions on the floor plans. 9. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-16 Section 13.5.6.2.2 as follows: The width of the perimeter supporting closure angle or channel shall be not less than 2.0 in. unless qualified perimeter supporting clips are used. I.e., add to sheet A-105.1. Closure angles or channels shall be screwed or otherwise positively attached to wall studs or other supporting structures. Perimeter supporting clips shall be qualified in accordance with approved test criteria per Section 13.2.5. C) Perimeter supporting clips shall be attached to supporting closure angle or channel with a minimum of two screws per clip and shall be installed around the entire ceiling perimeter. In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle, channel, or perimeter supporting clip. The other end of the ceiling gird in each horizontal direction shall have a minimum 0.75-in clearance from the wall and shall rest upon and be free to slide on a closure angle, channel, or perimeter supporting clip. Ceiling areas over 2500 ft.2 must have seismic separation joints or full height partitions. Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. 10. Please observe that pictograms are not required on the geometric signs, however, if they are provided, they require to have text descriptors. Sections 11 B-216.2, 116-216.8 & 1113- 703. See the next item as well. 11. As per previous item, show braille below the corresponding text, center, or left flush with the text. Also, show mm. 48" below the baseline of braille lines. Sec. 11 B-703.3.2 & 703.4. 12. Please show 60" max (above finish floor) to the bottom of the baseline of the highest line of raised characters and 48" minimum to the baseline of the lowest Braille cells on the plans. Section 11 B-703.4. CARLSBAD CBC2020-0065 MAR. 069 2020 13. Please show mm. 3/8" separation between tactile and the braille below. Also, show 3/8" to the border on the sign, dimension the tactile line spacing as well as the character spacing & stroke width. Section 11 B-703. 14. Per Section 1013.4, tactile exit signs shall be required at the following locations: Wherever basic CBC provisions require exit signs from a room or area to a corridor or hallway. The tactile exit sign shall have the words, "EXIT ROUTE." Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." 15. The tops of tables and counters shall be 34" maximum above the floor. Section 11 B-904. Where a single counter contains more than one function, at least one of each type of station shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 11 B-904. 16. 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. 17. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11 B-404.2.7: Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Is to be centered ~34" but :544" above floor. 18. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be 5V2" lower than the doorway threshold, per Section 11 B-404.2.5. 19. Show or note that the maximum effort to operate doors shall not exceed 5 pounds, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Section 11 B-404.2.9. 20. Show or note that the lower 10" of all doors comply with Section 11 B-404.2.1 0, as follows: To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. Narrow frame doors may use a 10" high smooth panel on the push side of the door. STRUCTURAL 21. Please submit complete structural framing plans showing the existing framing is adequate for new HVAC loads. This should substantiate the calc's. Calculations are not a substitute for plans. 22. Please provide complete structural plans & specifications with details and references for the storefront. Alternatively, specify it is under a deferred submittal. 23. Specify all Special Inspections for the new work including epoxy anchors, expansion anchors, field welding, etc., as required. CARLSBAD CBC2020-0065 MAR. 069 2020 The City Policy requires that their Special Inspection Agreement Form be completed for this project. NON-RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code and must be enforced by the local building official. The following mandatory requirements for commercial construction must be included on your plans. The following Green Building Standards apply to newly constructed buildings, along with nonresidential additions of 1.000 sq. ft. or larger or alterations (tenant improvements) with a value of $200,000 or more. CGC 101.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. Please update the notes starting on Sheet AO.5 accordingly. Electric Vehicle Charging: If the newly constructed building includes a parking design of 10 or more spaces compliance with Table 5.106.5.3.3 is necessary for EV future charging capability. Provide the following design requirements found in section 5.106.5.3: Number of future EV spaces required, installed raceway design, electrical capability (amperes and location) and signage. a) Be sure to also comply with Title 24 disabled access requirements for the EV stalls. Section 11 B-228.3. If electrical vehicle charging equipment is installed: Provide a complete electrical design, including equipment specifications, a site plan, and an electrical branch circuit design, including load calculations. Include the compliance design for the accessibility requirements found in CBC 11 B-228.3 and CBC 11 B-812.5. Storm water pollution prevention. Note on the site plan that for projects which disturb less than one acre of land and are not part of a larger common plan of development or sale shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures (Section 5.106.1): a) Storm water pollution prevention. (One acre or more) Compliance with NPDES is required. See the CGC 5.106.2 for compliance requirements. Bicycle parking. Short term and Long Term: Note on the plans that bicycle parking for projects shall comply with CGC Section 5.106.4. The specific details must be submitted and approved by the Planning Department. Low-emitting, fuel-efficient and carpoollvan pool parking. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.106.5.2. The specific details for the parking must be submitted and approved by Planning Department. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. Grading and paving. Note on the plans that the site grading or a drainage system will manage all surface water flows to keep water from entering buildings. CGC Section 5.106.10. Moisture control. Note on the plans that landscape irrigation systems shall be designed to prevent spray on structures. Exterior entries subject to foot traffic or wind-driven rain shall be designed to prevent water intrusion into the building. CGC Section 5.407.2.2.1. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. Waste reduction. Note on the plans that 100% of trees, stumps, rocks, and associated vegetation and soils primarily from the construction will be reused or recycled. CGC 5.408.3. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. CARLSBAD CBC2020-0065 MAR. 06, 2020 37. Documentation. Note on the plans that a building Systems Manual" as listed in CGC Section 5.41 0.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 38. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 39. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 40. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 41. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. 42. Environmental comfort. Note on the plans that wall and floor assemblies separating tenant spaces (and tenant spaces from public spaces) shall have an STC of at least 40. CGC Section 5.507.4.3. 43. Environmental comfort. Wall and roof assemblies exposed to noise sources shall have an STC rating of at least 50, with exterior windows having a minimum STC of 40 in the following locations, per CGC Section 5.507.4.1: Within the 65 CNEL noise contour of a freeway, railroad or industrial source, as determined by the jurisdiction's Noise Element of the General Plan. Within the 65 CNEL noise contour of an airport 44. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1. 45. Indoor water use. For new buildings, show on the site utility plan separate sub-meters per CGC Section 5.303.1 for the following: (a) Each leased or owned space that consumes more than 100 gal/day (b) Tenant spaces containing laundry, cleaners, restauracit, medical/dental office, laboratory or beauty/barber shops. 46. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall mounted) 0.125 gallons/flush Urinals (floor mounted) 0.5 gallons/flush Lavatory faucets-nonresidential 0.5 gpm @60 psi Kitchen faucets 1.8 gpm @60 psi Metering faucets 0.2 gallons/cycle Outdoor water use. Note on the plans that a water budget shall be developed for landscape irrigation use that conforms to Section 5.304. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. MISCELLANEOUS CARLSBAD CBC2020-0065 MAR. 069 2020 Please see attached for P/M/E items. 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 ALl SADRE, S.E. at EsGil. Thank you. CARLSBAD CBC2020-0065 MAR. 069 2020 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: I ARCHITECTURAL P&M ITEMS On the title sheet, correct the govern codes (i.e. 2019 California Building Code, 2019 California Mechanical Code, 2019 California Plumbing Code, 2019 California Fire Code, 2019 California Electrical Code etc.) Please place the required hood fire suppression system within the deferred items on the title sheet. PLUMBING (2019 CALIFORNIA PLUMBING CODE) Please the following note on the plans: "Per CPC 906.1, ABS/PVC vent terminations up through the roof exposed to sunlight are required to be protected by water based synthetic latex paints." Public lavatories are required to be self-closing or self-metering CPC 407.4 Metering lavatories faucets can deliver a mix of 0.2 gallons per cycle. Please specify this within the fixture schedule. CPC 407.2.4. To ensure the existing grease interceptor is properly sized, please specify the size (gal) and the DFU of the tenant space. CPC Chapter 10. Cleanouts are required to be installed above all urinals. Please address on the plans. CPC 707.4. Keynote #9 on sheet P-101 is used within the sanitary waste system. Please correct. Please review the prosed vent sizing for the entire building. For each drainage piping system connected to the public sewer that is vented by one or more vent pipes, the combination of the cross-sectional area of all vents that terminate through the roof cannot be less than the cross-sectional area of the largest waste pipe in the drainage system (in this case 4" waste pipe). Note: The cross-sectional area of a 4" diameter waste pipe is 12.57 sq. in. The cross-sectional area of a 2" diameter vent pipe is 3.14 sq. in. CPC 904.1. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories limited to 110 degrees F per Energy Standards 11 0(c)(3) Note: The water heater thermostat may not be used for compliance. All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as possible to control the effects of water hammer. Please detail within the plans. CPC 609.10. Please state in the plans that all domestic (i.e. potable) hot water piping will have a minimum insulation for the following pipe sizes: 1/2" pipe (1/2" insulation); %" pipe (1" CARLSBAD CBC2020-0065 MAR. 06, 2020 insulation); 1"- 1 1/2" pipes (1 1/2" insulation); 2" pipes are larger (2" insulation). CPC 609.11 & ES 150.00). Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix W. Note: An approved pressure regulator is required where the static water pressure from the Water supply piping exceeds 80 psi. Please address. CPC 608.2. For the hot water recirculating loop system, please detail the following: The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. Show the required hose bibb installed between the water heater and isolation valve (after the recirculation pump) per Energy Code 110.3.(c).5.C. 15. Provide the following information concerning the water heater: Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. CPC 507.2 Show P & T valve on water heater and detail the drain routing to the exterior, or approved location. It may not be installed upwards from the valve. CPC 608.5. MECHANICAL (2019 CALIFORNIA MECHANICAL CODE) All mechanical ventilated units are required to have at minimum a MERV-13 filter within the outside air/return air duct. Please address. CIVIC 401.2. Clearly specify within the mechanical plans that a duct leakage test will be conducted that complies with CIVIC 603.10.1. Please show compliance with CIVIC 603.4.1 & 603.5 for length limitations for factory made flexible air ducts: (1) Cannot be greater than 5' in length, (2) cannot be used as a replacement of rigid elbows (i.e. only an elbow connect to a terminal device/ register is acceptable), (3) sag between supports hangers shall not exceed 1/2" per foot of support spacing, and (4) the elbow connection to the terminal device/ register is required to have a bend not radius be less than one duct diameter. NOTE: Correct the design on sheet M-100 to comply. For the walk-in cooler/freezer (separate calculations), please provide calculations that show compliance with CIVIC 1104.2 "Refrigerant Concentration Limit" for the worst-case concentration/area scenario (i.e. please see CIVIC Table 1102.3 for allowable quantities). Deep fat fryers must be installed no closer than 16" from the fryer to surface flames from an adjacent appliance (i.e. Chinese range). CIVIC 515.1.1.3. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Comments: CARLSBAD CBC2020-0065 MAR. 06, 2020 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2020-0065 PREPARED BY: ALl SADRE, S.E. DATE: MAR. 06, 2020 BUILDING ADDRESS: 2606 EL CAMINO REAL, SUITE "A" BUILDING OCCUPANCY: A-2; V-B BUILDING PORTION AREA (Sq. Ft.) Valuation. Multipher Reg. Mod VALUE ($) T.L 2700 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1GB Ordinance 1997 USC Building Permit Fee I 1997 USC Ptan Check Pee j Type oTReview: I. complete Review Hazardous Materials Questionnaire .-,•. County of San Diego, Department of Environmental Health P0 Box 129261, San Diego, CA 92112-9261 (858) 505-6700 (800) 253-9933 www.sdcdeh.org Record ID #: Not in System Plan Check #: DEH2020-HHMBP-008442 Business Name Business Contact Telephone # Plan File # Panda Express Carlos Linares 6262886898 - Project Address City State Zip Code APN # 2606 El Camino Real Carlsbad CA 92008 1670307600 Applicant Applicant E-Mail Applicant Telephone # Carlos Linares carlos@garywang.com 6262886898 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS METERIALS DIVISION: 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 prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): 2700 O Explosive or Blasting Agents 0 Organic Peroxides 0 Water Reactives 0 Corrosives O Compressed Gases 0 Oxidizers 0 Cryogenics 0 Other Health Hazards O Flammable/Combustible Liquids 0 Pyrophorics 0 Highly Toxic or Toxic Materials 0 None of These O Flammable Solids 0 Unstable Reactives 0 Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMDf the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland 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: 10/27/2020 YES NO 0 RI Is your business listed on the reverse side of this form? (check all that apply). 0 CalARP Exempt 0 RI Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 CaIARP Required Will your business store or handle Hazardous Substances in quantities equal to or greater than 0 CalARP Complete E3 119 55 gallons, 500 pounds, or 200 cubic feet? 0 RI Will your business handle carcinogens or reproductive toxins in any quantity? Review Date: 0 RI Will your business use an existing, or install an underground storage tank? 0 RI Will your business store or handle Regulated Substances (CalARP)? 0 RI Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8 Will 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). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT fAPCD: 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 building 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). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. YES NO RI 0 Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) 0 RI Has a survey been performed to determine the presence of asbestos containing materials? RI 0 Will the project involve handling or disturbance of any asbestos containing materials? 0 RI Will the project involve the removal of any load supporting structural member? 5 RI Will 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://www.sdapcd.org/info/facts/permits.pdf 6 (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject faàility 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/sd/ for public and private schools or contact the appropriate school district. Briefly describe business activities: Briefly describe proposed project: Fast food Chinese restaurant Tenant Improvement project in an existing building shell to Include non-bearing partitions, gyp. board, ceiling, walk-in cooler, walk-In freezer, floor and wall I declare under penalty of perjury that to the best of my, knowledge and belief, the responses made herein are true and correct. RI; Fees Acknowledged: RI Carlos Linares 3/24/2020 Name of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD .4 EViEWEfiY . ! V. Salazar 3/25/2020 .0• .Y . *A stamp in this box gjy exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEH_HMD_ Plan _Check_Questionnaire vl.2 (10/2015) Printed on: 3/26/2020 @8:16 AM Qtountp of Oan tO AMY KARBEffr A3tJr1OIIE DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION P.O. BOX 129261. SAN DIEGO, CA 92112-9261 Phone: (85815056659 0ax:(858)505-6824 1(800)253-9933 www-sdedeh. PLAN APPROVAL SHEET DBA: PANDA EXPRESS DATh: 2(24/2020 5111: 2606 EL CAMINO REAL, STE A CARLSBAD, CA 92008 PC :DE!i2020-FPP-012291 BtTSINESS OWNER: PANDA EXPRESS Plans are approved contingentupon the following: ) Department of Environmental Health - rood and Hominz Division (DER-END) stamped plan: shall b 2) Changes to é meat lay menu, or application must be submitted forupproval. Chaig made sout approval will make the plan approainuUandyo -- - 3) Obtain local Building Department, and all applicabie agencse peniu and approvala PRIOR TO FINAL INSPECTION AND APPROVAL TOOPERATEBY THIS DEPARTMENT4 - - 4) All food and utenil-reIated equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completion of 50%40% of consthietton, call (858) 505-6660 to schedule a mid inspection. In lieu of a plumbing inspection by DElI, ensure that the plumbing is constructed to these standards: a. Floor sinks shall be installed V exposed and equipped with an appropriate grill cover if no access isprovidEd for cleaning. b Drain hues shall slope W per foot, shall not exceed 15' an length and shall terminate a minimum of 1' above 'the floor sink with a legal air pp or otheiwa,e approedby the. enforcing agency Dram lines shall not inter-ect walkways or doorways C. No condensate drainage Of any kind can drain to the mop sink. 3-compartment sinks, preparation sinks, dump sink; and any other plumbed equipment must drain indirect toa floor sink Grease psfintercptozu, if required by the local waste water authority must be located outside of the food preparation, food storage, or ware washing areas. L Floor surfaces must be sloped 1:50 to required floor drains. g. Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. 6) Owners an&for operators must pass an approved and accredited Food Safety Certification course. PiuOfofsuccessM completion of this course isto be fiunished at the final inspection. 7) All equipment is to bein place and functional. At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an ambient air temperature of 38'F or below and shall be equipped with a thermometer accurate In +1- 27F in the wannest section of the unit 8) Seal all cracks, gaps and cre'ices in counters cabinets, around metal flashing, sink backsplashes, around pipes and conduits with silicone sealant. 9) '\ 4JR BL4NCE REPORT IS REQtIRZD IF IHE F't(ILIT,-Y, HAS \ LM'IL4TIO\ flOODS IC) ANY FOOD PROCESSING UMAS MUST BE COMPLETELY ENCLOSED. OPERABLE WINDOWS, MOVEABLE ?0T YVLLV ENCLOSED AR! NOT APPROVED.. 11) Be advised. applicable jurisdiction requirement that result in changes to approved plans may require re'i-isious to thE Department of lnvirownentalllealth plans. 42) Future remodels will r.uira a dedicated water heater for the food service areas or scope of future remodel:. Plans reviewed by: CELESTE PENN, RERS and MICKEY LAY,EHT EMAIL FLUEGSOCOUNTY.CA.GOVAT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE MID AND FINAL INSPECTIONS. A FINAI INSPECTION MUST BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. Evn*enmui:aI andpublic health through Ieadershp, parnwrship and science ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT ENCINUI SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControlencinajpa.com Date: 02/13/2020 Business Name: Panda Express, Inc. Street Address: 2606 El Camino Real, Suite A, Carlsbad, CA 92008 Email Address:carlos©garywang.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) 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 Car Wash 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 Food Processing Glass Manufacturing Industrial Laundry Ink Manufacturing Laboratory Machining/Milling Membrane manufacturing (i.e. water filter membranes) Metal Casting/Forming Metal Fabrication Metal Finishing Electroplating Electroless Plating Anodizing Coating (i.e. phosphating) Chemical Etching/Milling Printed Circuit Board Manufacturing Metal Powders Forming Nutritional Supplement/Vitamin Manufacturing Painting/Finishing Paint Manufacturing Personal Care Products Manufacturing Pesticide Manufacturing/ Packaging Pharmaceutical Manufacturing (including precursors) Porcelain Enameling Power Generation Print Shop Research and Development Rubber Manufacturing Semiconductor Manufacturing O Soap/Detergent Manufacturing Waste Treatment/Storage New Business? Yes 0 No j SIC Code(s) if known: Date operation began/will begin:08/28/2020 Tenant Improvement? Yes 0 No[] if yes, briefly describe improvement:Interior T.I. of an existing space to Panda Express. Non-load bearing partition walls, finishes, kitchen equipment and ceiling. New Mechanical rooftop unit and type-I hood. Description of operations generating wastewater (discharged to sewer, hauled or evaporated):_____________________________ Cleaning & ware washing Estimated volume of industrial wastewater to be discharged (gal/ day): 300 gal/day List hazardous wastes generated (type/volume):.. Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes 0 Date:__________ No JJ Page 1of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY AUTWAIN 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControltencinajpa.com 6, 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 (i.e., they only discharge sanitary 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. Automobile Detailers Barber/Beauty Shops Business/Sales Offices Cleaning Services Carpet/Upholstery Childcare Facilities Churches Community Centers Consulting Services Contractors Counseling Services Educational Services (no auto repair/film developing) Financial Institutions/Services Fitness Centers Gas Stations (no car wash/auto repair) Grocery Stores (no film developing) Residential based Businesses Hotels/Motels (no laundry) Laundromats Libraries Medical Offices (no x-ray developinj) Mortuaries Museums Nail Salons Nursing Homes Office Buildings (no process flow) Optical. Services Pest Control Services (no pesticide repackaging for sale) Pet Boarding/Grooming Facilities Postal Services (no car wash/auto repair) Public Storage Facilities X Restaurants/Bars Retail/Wholesale Stores (no auto repair/film developing) Theaters (Movie/Live) CERTIFICATION STATEMENT I certify that the information above is true and correct to the best of my knowledge. Signature:____________________________ Print Name:Carlos Linares DATE: _—f7Z eP Facility Contact: Panda Express Title:Job Captain ENCINA WASTEWATER AUTHORITY 6200 AVENIDA ENCINAS, CARLSBAD, CA 'Phone: 760-438-3941 Fai: 760-476-9852 SourceControIcencinaipa.com Page 2 of 2 Development Services city of CLIMATE ACTION PLAN Building Division Carlsbad CONSISTENCY CHECKLIST 1635 Faraday Avenue B-50 (760) 602-2719 - www.carlsbadca;gov PURPOSE 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 1 + PME (w/o panel upgrade) + Pool 4 If an item hi 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. 4 Details on CAP ordinance requirements are available on the city's website. 4 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 webøage and download the latest form. Application Information Project Name! Building Permit No.: Panda Express, Inc. Property Address/APN: 2606 El Camino Real, Suite A, Carlsbad, CA92008, 1670307600 Applicant Name/Co.: Carlos Linares (Gary Wang & Associates, Inc.) Applicant Address: 1000 Corporate Center Drive, Suite 550, Monterey Park, CA 91754 Contact Phone: (626) 288-6898 Contact Email: Contact information of person completing this checklist (if different than above): Name: Contact Phone: Company name/address: Contact Email: carlosgarywang.com Applicant Signature: ,.1%4z't.2- Date: 2-I Ze9 B-50 Page 1 of 6 ftkt.LQ-1 oo A Revised 08/19 0 Additions and alterations: .0 BPV <'$60,000 BPV a $60,000 Electrical service pan N/A . N/A only I 1A, 4A 1 , 4A City of Carlsbad Climate Action Plan Consistency Checklist .. Use the table below-to determine which sections of the Ordinance Comphance checklist are applicable to your project. 7 For alterations and additions to existing buildings, Building Permit Valuation (BPV) 66IPJ$174,744.00 [Constn.itibn Type Complete Section(s) Notes .1 A high rise residen 4 tial building is or more stories including a LI Residential Low rise 'High-rise mixed use building in which at least 20% of its conditioned floor ru ic rcii4inticii i ic 0 New construction . 2A,3A, 4A 1B, 2B, 3B, 4A O BPV ~t $200,000 . : 1A, 4A* No nreside' 0 New construction . 1 B, 26, 38 _DO Alterations:. : O BPV ~ $200,000 or additions? 1,000 lB 5 square feet BPV a $1,000,000 18, 2B,5 .0 2,000 sq. ft. new root addition 28, 5 All residential additions and alterations 1-2 family dwellings and townhouses with attached garages only *Multi-family dwellings only where interior, finishes are removed lB, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 4B and 5 j Building alterations of a 75% existing gross floor area 1 also applies if BPV ? $200,000 11 Please refer to Carlsbad Munidpal Code (CMC) sections 1821.155 and 18.30.190, and the California Green Building Standards Code (ALGreen) for more information when completing this section. . A. D Residential addition or alteration? $60,000 building permit valuation. 0 N/A_____________________________ See CMC section 18.30.190. 0 Ecéption: Home energy score a7 - (attach certification) Year Built Single-family Requirements Multi-family Requirements Before 1978 Select one: Duct sealing 0 Attic insulation 0 Cool roof. 0 Attic insulation 0 1978 and later Select one: . LighUng package 0 Water heating Package 0. Between 1978 and 1991 Select one: Duct sealing 0 Attic insulation 0 Cool roof Select one: 1992 and later 0-Lighting package 0 Water Mating package B. D Nonresidential* new construction or alterations,? $200,000 building permit valuation, or additions? 1,000 square feet. . N/A___________________________ Updated 8/15/2019 . 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix A5, Division A5.2 - Energy Efficiency. A5.203.1.1 Choose one: 0.1 Outdoor lighting 0.2 Warehouse dock seal doors .3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) 0 N/A_____________________________ .4 Daylight design PAR 0 .5 Exhaust air heat recovery A5.203.1.2.1 Choose one asapplicab!e: 0 .95 Energy budget 0.90 Energy budget 0 N/A_____________________________ A5.21 1.1 On-site renewable energy o N/A_____________________________ A5.211.3** Green power (if offered by local utility provider, 50% minimum renewable sources) o N/A_____________________________ A5.212.1 Elevators and escalators 0 N/A___________________________ A5.213.1 Steel framing 0 N/A_______________________ * Indudes hotels/motels and high-rise residential buildings For alterations 241,000,000 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 D Residential new construction (for low-rise residential building permit applications submitted after 1/1120). 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 (2B below) instead. 2) If project Includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(B) (high-rise residential) or 18.30.170(B) (low-rise residential),, increase system size by .3kWdc if PV offset option Is selected. Floor Plan ID (use additional sheets if necessary) CFA #d.u. Calculated kWdc* Exception 0 0 0 Total System Size: kWdc kWdc (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. D Nonresidential new construction or alterations ~$1,000,000 BPV and affecting 75% existing floor area, or addition that increases roof area by 22,000 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: O Gross Floor Area (GFA) Method GFA: Mm. System Size: kWdc If < 10,000s.f. Enter: 5 kWdc 0 If~t 1O,000s.f. calculate: 15 kWdcx (GFAII0,000) ** **Round building size factor to nearest tenth, and round system size to nearest whole number. 0 Time- Dependent Valuation Method Updated 8/15/2019 3 City of Carlsbad Climate Action Plan Consistency Checklist 4 Annual TDV Energy use:* _ x.80= Mm. 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 CIVIC sections 18.30.150 and 18.30.170 when completing this section. For systems serving individual dwelling units choose one: Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) Heat pump water heater AND PV system .3 kWdc larger than required in CIVIC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) O Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors Exception: 0 For systems serving multiple dwelling units, install a central water-heating system with all of the following: Gas or propane water heating system 0 Recirculation system per CIVIC 18.30.150(B) (high-rise residential, hotel/motel) or CMC 18.30.170(B) (low- rise residential) Solar water heating system that is either: .20 solar savings fraction .15 solar savings fraction, plus drain water heat recovery 0 Exception: B. IJ Nonresidential new construction Please refer to Carlsbad Ordinance CIVIC section 18.30.150 when completing this section. 0 Water heating system derives at least 40% of its energy from one of the following (attach documentation): 0 Solar-thermal 0 Photovoltaics 0 Recovered energy O Water heating system is (choose one): Heat pump water heater Electric resistance water heater(s) oSolar water heating system with .40 solar savings fraction 0 Exception: Updated 8/15/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist !.4.:EIéctricVehicIeChargiflg - A. fl Residential New construction and major alterations* Please refer to Carlsbad Ordinance CMC section 18.21 .140 when completing this section. One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE Ready parking space required 0 Exception:_______________________________ Multi-family residential: 0 Exception:________________________________ Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total 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.') *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation a $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 21200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. El Nonresidential new construction (includes hotels/motels) 0 Exception: Total Parking Spaces Proposed IEVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces '0-9 1 1 '10-25 2 1 26-50 V 4 2 51-75 6 3 O .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 8/15/2019 City of Carlsbad Climate Action Plan Consistency Checklist 5 D Transportation Demand Management (TDM) Nonresidential ONLY An approved Transportation Demand Management (TDM) 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 TDM plan. If TDM is applicable to your permit, staff will contact the applicant to develop a site-specific TDM plan based on the permit details. - Employee ADT Estimation for Various Commercial Uses Use I I Office (all)2 20 13 Restaurant 11 11 Retail3 8 4.5 industrial 4 35 Manufacturing 4 Warehousing 4 1 1 Unless otherwise noted, rates estimated from ITE Trip Generation Manual, 10tIEdition 2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to calculate employee ADT 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 First l,000sf= 8ADT 9,334sf- 1,000 sf = 8,334 sf - (8,334 sf / 1,000 x 4.5) + 8 = 46 Employee ADT Acknowledgment: I acknowledge that the plans submitted may be subject to the City of Cedsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TDM plan and understand that an approved TDM plan is a condition of permit issuance. Applicant Signature: C1012& _? Date: 2-17— .Z' Person other than Applicant to be contacted for TDM compliance (if applicable): - Name (Printed):?9 fi77J L JN/ teS Phone Number:(26)2ggg -r$Bq9 Updated 8/15/2019 6 LI PERMIT REPORT c7city of Cdr-isbad Permit No: PREV2020-0106 CARLSBAD, CA 92008-1249 Status: Closed - Finaled Work Class: Commercial Permit Revisi Track #: Applied: 07/13/2020 Lot #: Issued: 08/13/2020 Project #: Finaled Close Out: 09/25/2020 Plan #: Construction Type:V-B Orig. Plan Check #: CBC2020-0065 Inspector: MColl Plan Check #: Final Inspection: Print Date: 09/25/2020 Job Address: 2606 EL CAMINO REAL, # A, Permit Type: BLDG-Permit Revision Parcel #: 1670307600 Valuation: $0.00 Occupancy Group: A-2 #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Description: PANDA EXPRESS: ARCH ITECURAL REVISIONS// ROOF TOP HVAC REARRANGED// P/M/E REVISIONS Applicant: Property Owner: CARLOS LINARES FLYING V COMPANY LLC 1000 CORPORATE CENTER DR, # 500 2373 WILT RD MONTEREY PARK, CA 91754-7600 FALLBROOK, CA 92028-8477 (686) 288-6898 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BLDG PLAN CHECK FEE $112.50 Total Fees: $ 147.50 Total Payments To Date: $ 147.50 Balance Due: $0.00 Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services 4Qty of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-15 www.carlsbadca.gov Original Plan Check Number CBC2020-0065 Plan Revision Number rR V2.O1ID- 6 Project Address 2606 El Camino Real, Suite A General Scope of Revision/Deferred Submittal: Per site conditions, we have made changes to the plans. Revision Letters, Plans and Structural Caics are Provided. CONTACT INFORMATION: Name Carlos Linares Phone 626-288-6898 Fax 626-768-7101 Address 1000 Corporate Center Dr., Suite 550 Monterey Park 91754 City Zip Email Address carlos@garywang.com Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: OR Plans Eli Calculations Soils Energy fl Other 2. Describe revisions in detail 3. List page(s) where each revision is shown Revision Letters are Provided in 8.5"xl I for all changes made. N/A Does this revision, in any way, alter the exterior of the project? fl Yes EU No Does this revision add ANY new floor area(s)? Yes OR No Does this revision affect any fire related issues? F1 Yes RE No Is this a complete set? • Yes No £Signature Date 7/08/2020 1635 Faraday Avenue, Carlsbad, CA 92008 :)j: 760-602- 2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadcagov Gary Wang & Associates, P Member of American Institute of Architects 1000 Corporate Center Drive Suite 550 Monterey Park, CA 91754 Tel: (626) 288-6898 ,1 Fax: (626) 768-7101 Inc. RECEIVE JUL 1 0 2020 CITY OF BuILD,N G DIVIS/ON RLS8AD Re: Panda Express 2606 El Camino Real, Suite A, Carlsbad, CA 92008 Project #: CBC2020-0065 July 08, 2020 DESCRIPTION: These modifications (Delta 5 Dated 05/29/20) to the drawings are generally described as updates to the drawings to develop construction documents. GENERAL: SHEET G-005 - Schedules: Sorrento tile tag has been revised from T-115 to T-301, therefore T-115 has been removed and T-301 has been added to tile schedule. ARCHITECTURAL: SHEET A-102 - Rough-in Plumbing Plan Dimensions have been updated. Dimensions have been added. SHEET A-104 -Finish Floor Plan And Schedule: Sorrento tile tag has been revised from T-115 to T-301, therefore T-115 has been removed and T-301 has been added to tile schedule and plan. SHEET A-107 -Roof Plan: EF's weights have been revised. >1111 MAI has been shifted. SHEET A-109 -Furniture Location Plan: JP Furniture schedule has been revised. Tags on furniture location plan have been revised. SHEET A-403 - Architectural Details: Tile on service counter has been revised on service counter plan and elevation detail 31A-403. SHEET A-500 - Interior Elevations: Elevation of lay-in ceiling has been revised in dining room elevation 1/A-500. Tile to service counter and beverage station have been revised on dining room elevation 1/A-500. Elevation of lay-in ceiling has been revised in dining room elevation 2/A-500. Elevation of lay-in ceiling has been revised in dining room elevation 3/A-500. Elevation of lay-in ceiling has been revised in dining room elevation 4/A-500. 11 Page ?giv blow a I6 Gary Wang & Associates, Inc. . Member of American Institute of Architects 1000 Corporate Center Drive Suite 550 Monterey Park, CA 91754 Tel: (626) 288-6898 4 Fax: (626) 768-7101 SHEET A-501 - Interior Elevations: Elevation of lay-in ceiling has been revised in dining room elevation 1/A-501. Elevation of lay-in ceiling has been revised in dining room elevation 2/A-501. Elevation of lay-in ceiling has been revised in dining room elevation 3/A-501. Tile to beverage station has been revised in service counter elevation 4/A-501. Elevation of lay-in ceiling has been revised in service counter elevation 4/A-501. Tile to service counter elevation 4/A-501 has been revised. ELECTRICAL: SHEET E-104 - Roof Power Plan: EF's weights have been revised. MAI has been shifted. DESCRIPTION: These modifications (Delta 6 Dated 06/09/20) to the drawings are generally described as updates to the drawings to develop construction documents. GENERAL: SHEET G-005 - Schedules: L50 String lighting has been added to lighting fixture schedule. Toilet accessory schedule has been revised. Number of L20 lights have been revised on lighting fixture schedule. i ARCHITECTURAL: r SHEET A-101 -Kitchen Plan Artworks have been added to kitchen plan per latest interior changes. Neon sign has been added to kitchen plan per latest interior changes. SHEET A-102 -Rough-in Plumbing Plan Dimensions have been revised on the plan. Dimensions have been added on the plan. SHEET A-105 -Reflecting Ceiling Plan: L50 String lighting has been added to the schedule and the plan. L20 lights in restroom vestibule have been shifted. L20 lights in patio area have been shifted. Dimensions have been added to L20 next to storage room. L20 lights for LED neon sign have been removed. Number of L20 lights have been revised on lighting fixture schedule. 2Page Gary Wang & Associates, Inc. Member of American Institute of Architects 1000 Corporate Center Drive Suite 550 Monterey Park, CA 91754 Tel: (626) 288-6898 4 Fax: (626) 768-7101 SHEET A-107 - Roof Plan: . Note I on roof plan notes has been added. Callouts for mechanical curb detail 18/A-I 07 have been revised. SHEET A-109 - Furniture Location Plan: Furniture schedule has been revised. Tags on the plan have been revised. Tags for patio furniture have been removed since patio furniture will be custom and provided by Richfield. Note for patio furniture has been added. 2 top outdoor tables have been revised. Dimensions for patio furniture have been added. SHEET A-301 - Wall Sections: Wall section 1/A-301 has been revised. Bracing elements have been adjusted to match the structural drawing. SHEET A-501 - Interior Elevations: Neon sign blocking has been revised at dining room elevation IIA-501 B. Dimensions have been added for neon sign blocking. SHEET A-503 - Enlarged Restroom Plans and Elevations: Toilet accessory schedule has been revised. STRUCTURAL: SHEET SI.4 - Typical Details: Typical Detail 9/S1.4 has been added. Typical Detail10/SI.4 has been added. SHEET S2.2 - Roof Framing Plan: Make-up air unit has been shifted. Weights of EF-I & EF-2 have been revised. PLUMBING: SHEET P-101 - Waste & Vent Plan: Plumbing fixture schedule has been revised. MECHANICAL: SHEET M-000 - Mechanical Notes. Specifications & Schedules: Weights of EF-I & EF-2 have been revised. 3IPage ie Gary Wang & Associates, Inc. Member of American Institute of Architects 1000 Corporate Center Drive Suite 550 Monterey Park, CA 91754 A Tel: (626) 288-6898 Fax: (626) 768-7101 SHEET M-100 - HVAC Floor Plan: MA duct has been relocated per make-up air unit relocation. Duct return at vestibule has been relocated to dining room. SHEET M-101 - HVAC Roof Plan: Make-up air unit has been shifted. SHEET M-401 - Hood Detail Plan: Exhaust fan extension band details have been removed. ELECTRICAL: SHEET E-001 - Electrical Schedules: L50 String lighting has been added to lighting fixture schedule. SHEET E-100 -Power Floor Plan: TV monitor power has been added to the plan. J-box for neon sign has been added on the plan. SHEET E-101 - Lighting Floor Plan: L50 String lighting has been added to the plan. L20 lights in restroom vestibule have been shifted. L20 lights in patio area have been shifted. L20 lights for neon sign have been removed. SHEET E-600 - Compliance report: L50 String lighting has been added to indoor lighting fixture schedule. Number of L20 Iightè have been revised. Total designed watts conditioned spaces has been revised. SHEET E-601 - Panels, Single Line, Load Calc's: TV monitor power has been added on panel B. 4IPage 9 H Gary Wang & Associates, Inc. Member of American Institute of Architects 1000 Corporate Center Drive Suite 550 Monterey Park, CA 91754 Tel: (626) 288-6898 4 Fax: (626) 768-7101 DESCRIPTION: These modifications (Delta 7 Dated 06/18/20) to the drawings are generally described as updates to the drawings to develop construction documents. ARCHITECTURAL: SHEET A-301 - Wall Sections: Wall section 2/A-301 has been revised. Bracing elements have been adjusted to match the structural drawing. Wall section 1/A-301 has been revised. Joist have been adjusted to match structural drawing. SHEET A-402 - Architectural Details: Detail 8/A-402 service counter soffit details has been revised. Detail 9/A-402 beverage station counter details has been revised. STRUCTURAL: SHEET SI.1 —Typical Details: Typical detail 1/SI.1 has been revised. Typical detail 2/SI.1 has been revised. Typical detail 3/SI.I has been revised. Typical detail 4/S1.1 has been revised. Typical detail 7/SI.I has been revised. Typical detail 8/SI.1 has been revised. Typical detail II/SI.I has been revised. SHEET SI.2 - Typical Details: Typical detail 7/S1.2 has been revised. Typical detail 8/S1.2 has been revised. Typical detail 12/S1.2 has been revised SHEET S2.0 -Foundation Plan: Post have been added to foundation plan. Detail callout has been added on foundation plan. Post has been removed on foundation plan. Post has been shifted on foundation plan. SHEET S2.2 -Roof Framing Plan: Roof framing plan has been revised. 5Page L'. .. Gary Wang & Associates, Inc. Member of American Institute of Architects 1000 Corporate Center Drive " Suite 550 Monterey Park, CA 91754 Tel: (626) 288-6898 , Fax: (626) 768-7101 DESCRIPTION: These modifications (Delta 8 Dated 06/25/20) to the drawings are generally described as updates to the drawings to develop construction documents. STRUCTURAL: SHEET SI.2 - Typical Details: Typical detail 7/S1.2 has been revised. Typical detail 8/S1.2 has been revised. SHEET SI.3 - Typical Details: Typical detail 3/SI.3 has been added. Typical detail 4/S1.3 has been added. SHEET S2.0 - Foundation Plan: Stepped footing has been added to legend and foundation plan. Detail callout has been revised on foundation plan. Existing post has been shifted on foundation plan. 6Page Gary Wang & Associates, Inc. Member of American Institute of Architects 1000 Corporate Center Drive Suite 550 Monterey Park, CA 91754 Tel: (626) 288-6898 4 Fax: (626) 768-7101 DESCRIPTION: These modifications (Delta 9 Dated 07/06/20) to the drawings are generally described as updates to the drawings to develop construction documents. GENERAL: SHEET G005 - Schedules: L30 lights have been removed on lighting fixture schedule due to revisions to the soffit. ARCHITECTURAL: SHEET AIOI - Kitchen Plan: Cookline equipment has been revised on kitchen plan due to existing column location. An additional rice cooker stand and rice cooker have been added to the kitchen plan and equipment schedule. Existing column has been shifted on kitchen plan per existing conditions. Rice holding cabinet has been moved to the prep line island. Location of hood control panel and fire suppression system has been relocated to the back of the menu board bulkhead. The storefront door with the air curtain has been shifted 2" away from the wall. Kitchen line wall has been adjusted due to the slight extension of the hood. Due to the existing column, the hood has been revised. We now have three (3) Hoods. Floor sinks at cookline have been shifted on kitchen plan. Soffit has been revised on kitchen plan. SHEET AIOIA - Demolition Plan: Column has been shifted on Demolition plan. SHEET A102 - Rough-in Plumbing Plan: Existing column has been shifted on rough-in plumbing plan. Floor sinks for cookline have been shifted due to the existing column, see revised dimensions. Electrical rigid conduit has been shifted, see revised dimensions. SHEET A103 - Floor Plan: Existing column has been shifted on floor plan. Clearance for hood has been revised on floor plan. Kitchen line wall has been adjusted due to the slight extension of the hood. The storefront door D2 has been shifted 2" away from the wall. 7IPage Gary Wang & Associates, Inc. Member of American Institute of Architects 1000 Corporate Center Drive \ Suite 550 Monterey Park, CA 91754 Tel: (626) 288-6898 4 Fax: (626) 768-7101 SHEET A104 -Finish Floor Plan: Existing column has been shifted on finish floor plan. Kitchen line floor sinks have been shifted on finish floor plan. SI and S2 have been revised in kitchen on finish floor plan. The hand sink cabinet's concrete curb has been shifted, due to the existing column. Patio concrete notes have been updated to match SK-1 Sheet. SHEET A105 -Reflecting Ceiling Plan: Existing column has been shifted on reflecting ceiling plan. L4HO light and door have been shifted on reflecting ceiling plan. L6A lights and hood have been revised due to the additional Hood. Hold clear for hood has been revised on reflecting ceiling plan. Soffit Design has been revised due to the existing diagonal bracing at south exterior wall. L30 lights have been removed from plan and schedule. These lights have been removed due to the lower dining ceiling height. L20 outside of vestibule has been shifted, see revised dimensions. Dining T-Bar ceiling height has been revised to II'-O"A.F.F. Ceiling element height has been revised on fretwork ceiling detail 4/A-105. SHEET A107 - Roof Plan: Roof top units have been shifted and rotated on roof plan. SHEET A109 - Furniture Location Plan: Existing column has been shifted on furniture location plan. Stainless Steel Low wall detail 2/A-I09 has been revised. Kitchen cookline equipment has been revised due to existing column. SHEET A200 - Exterior Elevations: Door D2 has been shifted on railing detail 3/A-200. Glazing has been revised on window and door elevations 4/A-200. SHEET A402 - Architectural Details: L.E.D. and cove have been removed on service counter soffit details 8/A-402, condition "A" and "B". Beverage station counter details 9/A-402 has been revised. SHEET A403 - Architectural Details: Hood Length Dimension has been revised on detail 9/A-403. Electric panels detail 20/A-403 has been revised, to match per plan. 8IPage Gary Wang & Associates, Inc. Member of American Institute of Architects 1000 Corporate Center Drive Suite 550 Monterey Park, CA 91754 Tel: (626) 288-6898 ig!A Fax: (626) 768-7101 SHEET A404 - Architectural Details: . Plan section wall detail 11/A-404 has been revised. Mgr. station & safe curb 20/A-404 has been revised. Outside corner isometric 12/A-404 has been revised. S.S. Detail @ cooler/freezer 8/A-404 has been revised. SHEET A500 - Interior Elevation: . Bottom of lay-in has been revised on dining room elevation 1/A-500. Soffit has been revised on dining room elevation 1/A-500. Menu board has been revised on dining room elevation 1/A-500. Bottom of lay-in has been revised on dining room elevation 2/A-500. Soffit has been revised on dining room elevation 2/A-500. Bottom of lay-in has been revised on dining room elevation 3/A-500. Soffit has been revised on dining room elevation 3/A-500. Bottom of lay-in has been revised on dining room elevation 4/A-500. Soffit has been revised on dining room elevation 4/A-500. Detail callout I I/A-404 A & B has beenadded to dining room elevation I/A-500. SHEET A501 - Interior Elevation: Door and glazing have been revised on dining room elevation 2/A-501. Bottom of lay-in ceiling has been revised on dining room elevation IIA-501 B&A. Soffit has been revised on dining room elevation I/A-501 A. Bottom of lay-in ceiling has been revised on dining room elevation 2/A-501. Soffit has been revised on dining room elevation 2/A-501. Bottom of lay-in ceiling has been revised on dining room elevation 3/A-501. Soffit has been revised on dining room elevation 3/A-501. Bottom of lay-in ceiling has been revised on service counter elevation 4/A-501. Soffit has been revised on service counter elevation 4/A-501. SHEET A501.1 - Patio Elevations: Door and glazing have been revised on patio elevation 1/A-501.1. SHEET A502 - Kitchen Elevation: Preparation tables @ worktop freezer elevation 2/A-502 has been revised. Cookline elevation 3/A-502 has been revised to match new plan layout. Wall behind kitchen line 4/A-502 has been revised. Kitchen elevations 6/A-502 has been revised. Wall length has been revised on kitchen prep elevation 7/A-502. 9IPage Gary Wang & Associates, Inc. Member of American Institute of Architects 1000 Corporate Center Drive Suite 550 Monterey Park, CA 91754 i:A Tel: (626) 288-6898 Fax: (626) 768-7101 SHEET A503 - Enlarged Restroom Plans and Elevations: Bottom of ceiling has been revised on restroom vestibule elevations 5D/A-503. Soffit has been added to restroom vestibule elevations 5D/A-503. Dimensions for trash bin on elevation 2/A-503 has been revised. STRUCTURAL: SHEET Sil —Typical Details: Typical detail 21S1.I has been revised. Typical detail 7/SI.I has been revised. SHEET SI.4— Typical Details: Typical detail 2/S1.4 has been revised. SHEET S2.2 -Roof Framing Plan: AC units have been revised on roof framing plan per site conditions. PLUMBING: SHEET P100 - Water & Gas Plan: Cookline equipment, gas lines, cold water piping, and hot water piping have been revised per kitchen cookline changes. Plumbing specification 10 has been revised. PEX notes have been replaced with copper notes. SHEET P101 - Waste & Vent Plan: Waste & vent plan has been revised. SHEET P400 - Water. Gas. Waste & Vent Riser Diagrams: Waste and vent riser diagram 9/P-400 has been revised. Gas Riser Diagram 3/P-400 has been revised. Gas cookline elevation 4/P-400 has been revised. SHEET P500 - Plumbing Details: Below-ground soda conduit note on 4/P-500 has been revised. MECHANICAL: SHEET MIOO - H.V.A.C. Floor Plan: H.V.A.C. floor plan has been revised. Ductwork design and registers have changed. Hood Exhaust Ductwork has been revised due to the third (3') hood. 10Page Gary Wang & Associates, Inc. r Member of American Institute of Architects 1000 Corporate Center Drive ' Suite 550 Monterey Park, CA 91754 Tel: (626) 288-6898 4 Fax: (626) 768-7101 SHEET MIOI - H.V.A.C. Roof Plan: . A.C. units have been revised on H.V.A.C. plan. SHEET M400 - Hood Detail Plan: . Hood detail pan has been revised. The new hood design and specs are provided. ELECTRICAL: SHEET EOOI - Electrical Schedules: L30 lights have been removed on lighting fixture schedule. An additional rice cooker stand and rice cooker have been added to the kitchen plan and equipment schedule. SHEET EIOO -Power Floor Plan: Location of hood control panel and fire suppression system has been revised on power floor plan. Symbols and notes for kitchen equipment have been revised on power floor plan. SHEET EIOI - Lighting Floor Plan: Existing column has been shifted on lighting floor plan. L4HO light and door have been shifted on lighting floor plan. L6A lights and hood have been revised on lighting floor plan. Wall between kitchen and kitchen prep has been revised on lighting floor plan. SHEET E104 - Roof Power Plan: Roof top units have been shifted on roof power plan. SHEET E200 - Electrical Elevations: Griddle 23B (EG-24H) elevation 41E-200 has been revised. Cookline electrical elevations 6/E-200 has been revised. P.O.S. & Service line elevation 31E-200 has been revised. SHEET E600 - Compliance Report: L30 lights have been remove from F. indoor lighting fixture schedule. Total designed watts conditioned spaces have been revised, on indoor lighting fixture schedule. Total adjusted watts have been revised on C. compliance results. Total designed watts have been revised on C. compliance results. 111 Page V EsGil, A sAFEbuitcompany DATE: 7/22/2020 JURISDICTION: CARLSBAD I PLAN CHECK #.: CBC2020-0065 (PREV2020-0106) 4APPLICANT / SET: I PROJECT ADDRESS: 2606 EL CAMINO REAL, SUITE "A" PROJECT NAME: THE SHOPPES @ CARLSBAD - PANDA EXPRESS The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Carlos Linares Date contacted .7/2,by'1) Mail Telephone Fax In Person LI REMARKS: Telephone #: 686-288-6898 Email: carloscciarvwanq.com By: Steven Miller Enclosures: EsGil 2/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2020-0065 (PREV2020-0 lO6)prevl 7/22/2020 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2020-0065 (PREV2020-0106) PREPARED BY: Steven Miller DATE: 7/22/2020 BUILDING ADDRESS: 2606 EL CAMINO REAL, SUITE "A" BUILDING OCCUPANCY: A-2,B BUILDING AREA Valuation Reg. VALUE ($) PORTION (Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1cb 113y Ordinance 1997 UBC Building Permit Fee FE rorr you eK uomp. xeVieWan our1y at the same time 1997 UBC Plan Check Fee I I Type of Review: El Complete Review Li Structural Only $90.00 de Comments: Revision to plans at hourly rate. Sheet 1 of 1 1 C A S T I L L 0 ENGINEERING STRUCTURAL CALCULATIONS FOR PANDA EXPRESS TENANT IMPPRDVEMENT 2608 EL CAMINO REAL >111111 CARLSBAD, CA 92008 REVISION 7 (.) 02 JUL 20 Go 5 40 xp3Ua• F Pp CE JOB NO. : 20-178 1205 FINE AVENUE,SUITE 201. LONG BEACH, CALIFORNIA 90813 T: 582.961.5600 F: 582.961.5700 WWW. CAST ILLOEN5INEERING.COM 104 CASTLLD ENGJNEERING,INC 2 CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201, LONG BEACH. CA 90813 TEL: 714-725-8320 FAX: 562-9615700 ENGR. DATE PROJECT JOB NO. SHT. WWW.CASTILLDENDINEERING.CDM 4) 0 10oy5 3 CASTILLO ENGINEERING,INC CIVIL & STRUCTURAL ENGINEERS 1205 FINE AVENUE, SUITE 201, LONG BEACH, CA 90813 TEL: 714-725-8320 FAX: 562-961-5700 ENGR. DATE PROJECT JOB NO. r frd9Aii/ 6a a / SHT. ro Y'37- < :?,/S >- 3.6 F LI• WWW.CASTILLOEN6INEERING.COM CA STIL LO ENS-IN EE;Rl, . CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201, LONG SEACH, CA 90813 TEL: 714-725-8320 FAX: 562-961-5700 ENGR. DATE PROJECT JOB NO. SHE - >, , 4. t'o i2 L-i ..J .S 4ç L ft / 4 V2 /D3 , 2- (ic)((i.& ) c -, --• . / - - •") •" / ()(i)() Is_, Iq - I -/-, f- , ( ) WWW. tASTILLDENt3INEERING.COM CAST ILLO ENBINEERING,INC 5 CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201, LONG BEACH, CA 90813 TEL: 714-725-6320 FAX: 562-951-5700 PROJECT JOB NO. SlIT. fi4ii CL)) _fr 3 -. -I r 16 p c5c? r, Z- (7 0 2,y 040,1- (4 a-'-)C7 A- 'Ai3 /, Ai ° 7 e 7v (tv) 41e I'4 fr4iJS' www_ r!r.I I CASTILLO ENGINEERING,INC 6 CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201, LONG BEACH. CA 90813 TEL: 714-725-8320 FAX: 562-961-5700 ENGR. DATE PROJECT JOB NO. SHT. WWW. CASTI LL0N El N EERINE .COM ' ENGR. CASTILLO ENGINEERING,INC CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201, LONG BEACH, CA 9081 3 TEL: 714-725-8320 FAX: 562-961-5700 DATE PROJECT JOB NO. 7 SHT. L / V ,2.Joc9 71 I' 4, /có o fa WWW.CASTILLONGINEERING.COM Engr Date: 6115120 12:00 AM CASTILLO ENGINEERING INC. Protect 1327 Loma Avenue Long Beach, CA 90804 .105 No. 20-421 Sheet GI Tag I Beam 18.5ft 21.5ft L = 40 it - Member 5.I2544 GLB A 123.00 IflA2 S = 492.0 InA3 No. of members= I I = 5904.0 in"4 0.94 CD= 1.25 E = 1,800,000 psi CF= 1.00 Va = 23.780 kips CV= 0.87 Ma = 98.400 k-ft . . Ci=1.00 Total Load Un= ISO 1 Live Load 1/fl: 120 10.10 10.03 Uniform load (WI) 0 L Trib w1.1 (12 + 12) x 20 240 + 240 w1,2 ( + ) x 0 0 + 0 w1,3 ( + ) x 0 = 0 + 0 wl,4 ( + ) x 0 = 0 + 0 w1.5 ( + ) x 0 = WI = 0 240 + 0 ______ + 240 = 10.480 kit I .•.. I7 ) ô Point Load (111) / D/' L Tnb.1 Tnb.2 p1.1 (935 + ) x 1 x 1 935 + 0 p1,2 ( + ) x 0 x 0 0 + 0 p1.3 ( + ) x 0 x 0 0 + 0 p1,4 ( + ) x 0 x 0 = 0 + 0 p1,5 ( + ) x 0 x 0 0 + 0 X1 (ft) X2 (it) P1 935 + 0 0.94 kips 18.5 21.5 Point Load (122) 0 L Tnb.1 Tnb.2 P2.11 ( + ) x 0 x 0 = 0 + 0 p2.2 ( + ) x 0 x 0 0 + 0 p2,4 ( + ) x 0 x 0 .0 + 0 p2,4 ( + ) x 0 x 0 = 0 + 0 p2,5 ( ) x 0 x 0 = 0 + 0 X3 (ft) X4 (ft) P2 = 0 + 0 I 0.00 klps I 0 40 Shear R1= 10.10$ kips R2= kips Stress Ratio Vmax= 10.10 kips Vallow.: 29.73 x I = 29.725 kips. OK shear. .34 Flexure M= 104.84 k-ft Mallow.= 107.60 x 1 = 107.6 k-ft OK fiexure: .97 Deflection 0 = Owl + Dw2 + DpI + 0p2 2.602 + 0,000 + 0.201 + 0.000 = 2.80 = L L NO GOOD deflection: 1.05 t' . 171 180 2.602 + 0 O(lOnty) = 1.301 + 0 + 0 + 0 = 1.3 = 1 10K deflection: .33 369 120 USE: I [) 1 5.125X24 GLB A-W 1 RECEIVED JUL 10 2020 C A S T I L L 0 CITY OF CARLSBAD E N 13 I N E E R I N Es BUILDING DIVISION STRUCTURAL CALCULATIONS FOR PANDA EXPRESS TENANT IMPPRDVEMENT 2606 EL CAMIND REAL CARLSBAD, CA 92008 20-APR-20 t2!3tO CE JOB NO. : 20-178 Eli 1205 PINE AVENUE.SUITE 201,LONG BEACH, CALIFORNIA 90813 T: 562.961.5600 F: 562.961.5700 WWW.CASTILL0EN5INEERING.COM ARCHITECT CASTILLO ENGINEERING, INC. JOB 2 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR. MC JOB NO. SHEET NO. DESIGN CRITERIA 1 Soil supporting footings is natural grade or engineered fill. 2 Soil allowable bearing pressure used in design1500 PSF 3 Footing shall extend 24 "minimum into undisturbed soil or_24" below finish grade whichever is lower. 4 All concrete shall develop a minimum compressive strength of 2500 psi in 28 days. 5 Reinforcing steel shall conform to ASTM 615, Grade 60. 6 Structural steel shall conform to the following: Wide flange shapes ASTM A992 IS shapes ASTM A500, Grade B Pipe shapes ASTM A53, Grade B Other rolled shapes, Bars and plates ASTM A36 7 Structural steel shall be fabricated in a shop of an approved fabricator. 8 All welding shall be done by Certified Welders. , 9 Concrete Block shall conform to ASTM C90, Grade N-I. 10 Grout shall develop 2000 psi in 28 days. II Mortar shall be Type S and develop 1800 psi in 28 days. 12 All lumber shall be grade marked Douglas Fir. (Grading rule No. 17) Light Framing Construction Joist & Planks No. 2 Beams & Stringers No. I Posts & Timbers No. I 13 Glue Laminated Timbers shall be combination No. 24F-V8. 14 Plywood shall conform to PS 1-95, Structural 1. 15 All material and workmanship shall conform to the requirements of 2019 California Building Code. 4/7/2020 U.S. Seismic Design Maps OSH3PD PANDA EXPRESS CARLSBAD 2606 El Camino Real, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1767191, -117.3259431 The 8luffs.at ........Carlsbad Apartments FLOWERFIELDS Aft Rubio1s Coastal Gril 9 9 .Marron Rd 9 Sprouts Farmers Mrket ......... . ... .... Date 9 The Resève at carlsbad 1... . . . ........ . HO-41Y 4/7/2020, 3:19:55 PM ••• :Map data ©2020 Design Code Reference Document ASCE7-16 Risk Category II Site Class 0- Stiff Soil pe Value Description rSs 0.999 MCER ground motion. (for 0.2 second period) I s1 0.365 MCER ground motion. (for 1.0s period) Sms 1.099 Site-modified spectral acceleration value SMI null -See Section 11.4.8 Site-modified spectral acceleration value SDS 0.733 Numeric seismic design value at 0.2 second SA S01 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.1 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.437 MCE0 peak ground acceleration FPGA 1.163 Site amplification factor at PGA PGAM 0.508 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 0.999 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.108 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) SI RT 0.365 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.401 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. SID 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.901 Mapped value of the risk coefficient at short periods https://seismicmaps.org 1 - 1/3 RTtJ2 (8,5 Ic is at the front now W . 'a ZA " it a S Is 41 RTU3 (5 ton) is at the back now J \ / / I' \"• \ II jL- __ rar unit m ck has revised per rLun .1 has been El uni een removed 4 CASTILL.O ENGINEERING, INC. 5 12105 Pw Avenue. SuSS 201 iw,' aeaen, CA 20813 PC PC:E1 O. MECHANICAL EQUIPMENT ANCHORAGE TO WOOD RTU.1 WEIGHT Wly= 1375 lbs DIMENSIONS H 48 in W= 60 in L= 88 in Hcut 14 in SEISMIC FORCE ASCE7-10 Seismic Demands on Nonstructural Components ap= 2.5 component amplification factor Sr.s 0,83 spectral acceleration Ip 1.0 13.1.3 Components Importance Factor Standard Eqiment Rp= 6.0 components response rnodificatiofl factor Z= 15.0 it height of equipment h= 15.0 It roof height 113311 Fp= Q.4'apSaip (12zIh)Wp= 0.416 Wp GOVERNS Rpiip I13.321 Maximum Fp= t.6Srip1Np = 1.33 Wp [13.3.3) Minimum Fp= 0.3Ssip1Np 0.249 Wp Fp= 0.416 Wp= 0.296 Wp (ASD) Fp= 408 lbs 1.40 OVERTURNING Mcr Fp(H12+Hcurb) = 15408 lb-in .I48os= 0.14 x 0.83 = 0.12 0 0.600 . 0.12 0 = 0.484 0 Resisting Dead Load MR= 0.4838WpW/2 19700 Ibm T= (NOT - MR)IW = 0 LBS 0 lbs 2 screws screw SHEAR 408= 102 lbs 4 screws screw COMBINED SHEAR AND rENSION Duration Factor On 1.60 DIA 0.38 IN Ta= 848 x 1.60 = 1351 lbs/screw Va= 118 x 1.60 = .169 lbs/screw Angle btwn wood surface and applied load 0.0 deg actual Zcr= 102 lbs Resultant aliowable W= 189. lbs Actual 054 OK Allowable USE:. 4 - 318 in. flla. 5 In. Long Lag Screws (2 each long side of the curb) MGWEcr CASTILLO ENGINEERING, INC. 1205 Pn5 Aenu. Suie 201 Long Beach. CA M. wi - MECHANICAL EQUIPMENT ANCHORAGE TO WOOD RTU-2 WEIGHT Wp= 1238 lbs DIMENSIONS H' 48 In W= 60 in 1= 88 in Hcwbz 14 in SEISMIC FORCE ASCE7-10 Seismic DemAnds on Nonstructural Components ap= 2.5 component amplification factor S= 0.83 spectral acceleration 1pr jO 13.1.3 Components Impozláflce Factor Standard Eqripment Rp= 6.0 components response modification factor Z= 15.0 ft height of equipment h= 15.0 ft coot height 113.3-11 Fp= 0.4'alj_ (1.2'zlh)Wp= 0.616 Wp <GOVERNS RpIIp 113.3-21 Maximum Fp 1.61SoipWp = 1.33 Wp (13.3-31 Minimum Fp= 0.3SmIp'Wp 0.249 Wp Fp= 0.416 W_ 0.296 Wp (ASO) Fp= 367 lbs 1.40 OVERTURNING Mqr Fp'(H12+Hcurb) 194 lb-In .14Sos= 0.14 x 0.83 = 0.12 0 0.600 - 0.12 13 = 0.4840 Resisting Dead Load Mn's 0.4836'WpWI2 17819 lb-in T= (MOT 'MR)M 0 LOS 0 lbs 2 screws screw SHEAR 367 = 92 lbs 4 screws screw COMBINED SHEAR AND TENSION Duration Factor CD= 1.60 (MA 0.36 IN To= 848 x 1.60 = 1357 lbs/screw Va= 118 -x 1.60 a 189 lbs/screw Angle biwn wood surface and applied load 0.0 deg actual Zc,= 92 lbs Resultant allowable Z(.= 183 lbs Actual 0.49 OK Allowable USE 4- 3/8 in. DIa. 5 in. Long Lag Screws 2 each long side of the curb) CASTILLO ENGINEERING INC. 7 1205 p;r,s Avenue, site 201 Loag Reath. CA 90513 !iiR L" .5?t) 6t*tti 90. MECHANICAL EQUIPMENT ANCHORAGE TO WOOD RTU.3 WEIGHT Wp.. 1238 lbs DIMENSIONS 1-1= 48 In W= 41 in L 74 in Hcu.b 14 in SEISMIC FORCE ASCE7-iO Seismic Demands on Nonstructural Components ap= 2.5 component ampfltication factor Se 0.83 spectral acceleration Ip 1.0 13.1.3 Components Importance Factor Standa,dequipntent Rp= 6.0 components response modification factor Z= . 15.0 ft height o1 equipment h= 15.0 It roof height 113.3-11 Fp= O.4'ap°Sceip (2zTh)Wp 0.416 Wp <GOVERNS Rpilp 113.3-21 Maximum Fp= 1.6SseIpWp 1.33 Wp 113.3-31 Minimum Fp= 0.3SvipWp = 0.249 Wp Fo= 0.416 Wp= 0.296 Wp (ASO) Fp' 367 lbs 1.40 OVERTURNING MoT. Fp(f4/24Hct(b) 13945lb-In .14St,s 0.14 x 0.83 = 0.12 D 0.600 - 0.12 D 0.484 D Resisting Dead toad Ma= 0.4838'WpWI2 14000 Ibm T= (MOT - MR)M/ 0 1.05 = 0 lbs 2 arews screw SHEAR V= 367 02 lbs 4 screws screw COMBINED SHEAR AND TENSION Duration Factor CD= 1,60 DIA 0,38 IN Ta= 848 x 1.60 = W. lbs/screw Va= 118 x 1.60 = 189 lbs/screw Angle btwa wood surface and applied load 0.0 deg, actual z(AM 92 lbs Resultant allowable Zs= 189 lbs Actual 0.49 OK Allowable USE: 4 - 318 In. Dlii. 6 In. Long Lag Screws (2 each long side of the, curb) CASTILLO ENGINEERING, INC. 1205 P;nft Avenue, SuSu 201 ienj Barth, Cs 50513 rA NO. EET 5 MECHANICAL EQUIPMENT ANCHORAGE TO WOOD EF-1 WEIGHT Wp= 282 lbs DIMENSIONS H= 34 in Wr 27 in L= 2? in Wurb= 24 in SEISMIC FORCE ASCE7-10 Seismic Demands on Nonstructural Components Spa 2.5 component amplification (actor 8= 0.83 spectral acceleration Ip= 1.0 13.1.3 Components Importance Factor Standard Equipment Rp= 6.0 components response modification factor Zr 15.0 ft height of equipment hr 15.0 It roof height (13.3-1) Fp= 0.4ap'S&lp (1i-2'zTh)'Wp 0.415 Wp rrGOVERNS Rp!lp 113.3-2) Maximum Fp= 1.68rx1p'Wp = 1.33 Wp (13.3-3) Minimum Fp= 0.3'Scu'lp'Wp 0.249 Wp Fp= 0.415 Wp 0.296 Wp (ASO) Fp= 84 lbs 1,40 OVERTURNING Mor. Fp'(H/2+Hclub) = 3417 lb-in .14SDsm 0.14 x 0,83 0.12 D 0.60 0 - 0.120 = 0.4840 Resisting Dead Load MR'S 0.4838'Wp'W/2 1808 1b4n T (MOT - MR)/W = 61 LOS 30 lbs 2 screws screw SHEAR Vs 84 = 21 lbs 4 screws screw COMBINED SHEAR AND TENSION Duration Factor CD= 1,60 DIA 0:25 IN Tar 415.x 1.60 = 664 lbs/screw Va= 144 x 1.60 = 231 lbs/screw Angle btwn woodswlace and applied load ct 55.5 deg actual 37 lbs Resultant allowable Z,-= 414 lbs Actual 0.09 OK Allowable. (ISE: 4 114. in. Dia. 3 in. Long Lag Screws 2 each long side of the curb) CASTILLO ENGINEERING, INC. 1205 P.m Avenue, Su:16 201 LOf1b CSSCF', CA 50313 MECHANICAL EQUIPMENT ANCHORAGE TO WOOD Ef.2 WEIGHT Wp" 282 lbs DIMENSIONS H" 34 in Ws 27 in L— 2? in Ikwt.," 24 in SEISMIC FORCE ASCE7-10 Seismic Demands on Nonstructural Components ap= 2.5 component amplification factor Sm" 0.83 spectral acceleration Ip" 1.0 13. 1.3 Components Importance Factor Standard Equipment Rp= 6.0 components response modificallén factor Z= 15;0 ft height of equipment h" 15.0 It roof height 113.3.11 Fp"'s5ip 0+2thirWp" 0.415 ii <"""GOVERNS Rpilp (13.3-21 Maximum Fp' 1.6'Srs'Ip'Wp 1.33 Wp (13.3-3) Minimum Fp 0.3Sm'lpWp = 0,249 Wp Fp= 0.415 WP= 0.296 Wp (ASD) Fp 84 lbs 1.40 OVERTURNING Mor-. Fp'(111241Icurb) 3411 bIn .I06sr 0.14 a 0.83 = 0.121) 0.60 D - 0;12 D 0.4840 Resisting Dead Load MR= 0,4830Wp'W/2 1008 lb-in T (NOT - MR)NV 61 IllS a 30 lbs 2 screws screw SHEAR V'= 84 21 lbs 4 screws screw COMBINED SHEAR AND TENSION Duration Factor CD" 1.60 DIA 025 IN Ta" 415 x 1.60 = 664 lbs/screw Va" 144 x 1;60 231 lbs/screw Angie btwn wood surface and applied load a" 55.5 deg actual Zu= 37 lbs Resultant allowable Zct'= 414 lbs Aclual ' 0.09 OR AJlowabe USE: 4- 1/4 in. DIa. 3 In. Long Lag Screws (2 each long side of the curb) CASIILLO ENGINEERING, INC. 1209 i'ne Merero, bule 201 bug lixarir. CA 50613 JOrC MECHANICAL EQUIPMENT ANCHORAGE TO WOOD EF.3 WEIGHT Wp= 103 lbs DIMENSIONS H= 26 in W= 20 in Lr 20 in Hcrl,= 12 In SEISMIC FORCE ASCE7-10 Seismic Demands on NonstructurOl Components apr 2,5 component amplificationfactor Su=- 0.83 spectral acceleration Ip= 1.0 13.t3 Components Importance Factor Standard Equipment Rp= 6.0 components reponsa modification factor 15.0 IL height ofeuipment If= 15.0 It roof height 113.3-11 Fpr 0.4epSoIp (142zThYWpr 0.415 Wp Rp/lp 113.3-21 Maximum Fp= 1.6SwlpWp 1.33 Wp 113.3-3) MInimum Fp= O.3'S&lpWp 0.249 Wp Fp= 0.416 Wpr 0.296 Wp (ASD) Fp= 32 lbs 1.40 OVERTURNING Mot. Fp'(l112+HcUrb) 792 lb-in ,14Susr 0.14 a 0.83 0.12 D 0.60 D - 0.12 0 = 0.484 0 Resisting Dead Load MR= 0.4838WpWl2 609 lb-in T (MOI - MR)IW 15 LBS 7 lbs 2 screws screw SHEAR 32 = 8 lbs 4 screws screw COMBINED SHEAR AND TENSION Duration.Faclor CD 1.60 PIA 0.25 IN Tar 415 x 1.60 664 lbs/screw Var 144 x 1.60 - 231 lbs/screw Angle btwn wood surface and applied load or 42.2 deg actual 7r- II lbs Resultant allowable Zu 321 lbs Actual = 0.03 01< Allowable USE: 4 - 1/4 in. Dia. 3 in. Long Lag Strews (2 each Jong side of the curb) 10 CASTILLO ENGINEERING INC. 1205 P55 A5.T4e. Su1e 201 10.15 beach. CA 9i)51 .03 NO 5iZ0! 50. MECHANICAL EQUIPMENT ANCHORAGE TO WOOD MUA-1 WEIGHT Wp= 463 lbs DIMENSIONS H= 43 in W= 35 in 1= 35 in Hc= 15 in SEISMIC FORCE ASCE7-10 Seismic Demands on Nonstructural Components ap= 2.5 component amplification factor Sss= 0.03 spectral acceleration tp= 1.0 13.1.3 Components Importance Factor Standard Equipment Rp= 6.0 components response modification factor 2= 15.0 It height of equipment h= 15.0 It roof height [13.3-1) Fp_ (1+2zfl1)Wp 0.415 Wp-,-====GOVERNS Rp'Ip [13.32J Maximum Fp 1.6'&eiplNp = 1.33 Wp 113.3-31 Minimum Fp= 0.SsipV = 0.249 Wp Fp= 0.298 Wp (ASD) Fp= 143 lbs 1.40 OVERTURNING, Mot Fp(1412+Hcurh) = 5217 lb.fn .14Sos4 0.14 x 0.83 0.12 D 0.60 D - 0.12 D = 0.404 D Resisting Dead Load Mx= 0.4838WpW/2 = .4089 lb-In T= (MOT - MR)iW = 32 LOS .= 16 lbs 2 screws screw SHEAR V= 143 36 lbs 4 screw COMBINED SHEAR AND TENSION Duration Factor CD 1.60 DIA 0.38 IN Ta= 848 x 160 = 1357 lbs/screw va= 118x 1.60 = 189 lbs/screw Angle btwn wood surfacer and applied toad U5 24.2 deg actual Zi= 39 lbs Resultant allowable Z*'= 221 lbs Actual = 0.18 Ott PJlowabie USE: 4 - 318 in. Dig. 5 in. Long Lag Screws (2 each long side of the curb) L !! 11111111 1111111 hull all sh k . d 0OZ6 'V3 'OVgSiJVO 12 (gocLo-o -,$) V3 P3 - °Pd - /5'- 11 rU-a (5 ton) is the back !9i \ " 1 / / i i ff \~ 6.2 - Make-up air i IA condensers 11 has been nit rack has revised per 14 a RTU 2 (8 tory) I is at the front - I FI1E .I == === = = = == == ===== == = Ii II Ii ii 19 0 - CASTILLO ENGINEERING,INC 15 CIVIL & STRUCTURAL ENc3INECRS I 205 PIN( AVENUE:, SUITE 201 1 ONI3 BEACH, CA 9031 : TEL: 914-725-8320 FAX: 582-961-5700 ENCIt DATE PROJECT JOE) NO. SHT. WWW.GA5TlLLDNUINLtHINI.ULJI1 CASTILLO ENGINEERING INC. I'neI PANDA CXPRSS 1327 Low Avenue 16 Long Beach, CA 90804 Date: 2110120 12.00 AM Jobt.o. 20-178 Shoal r i Tog I I r 1- Beam 2.5ff losft I = 21 it Member-- 2X10 A 13.68 jCA2 S 21.4 in A3 No. of members= 9 98.9 mM 0.64 CO= 1.25 E = 1.600.000 psi CF= 1.10 Va = 1.685 kips cv= 1.00 100 Ma = 1.604 kft ..................... . ....... ...- ................r..................... * I I I Cr= t $ t Total Load Un's 180 Live Load IJn= 240 1= 2111 3.50 3.02 Uniform load (WI) 0 L Trib w1,1 (15 + 20) x 8 = 120 1 160 w1,2 ( + ) x 0 = 0 + 0 w1.3 ( 4 ) x 0 0 + 0 wl,4 ( + ) x 0 = 0 + 0 wl.5 ( + ) x 0 0 + 9.... WI 120 + 160 = 10.280 kIt I 17S (o)(y) . i PolntLoad (P1) D L Trib.1 Tnb.2 p1.1 (641 + ) x 1 X I 641 + 0 p1,2 ( 4. ) x 0 x 0 = 0 + 0 p1,3 ( + ) x 0 x 0 0 4 0 p1.4 ( + ) x 0 x 0 = 0 + 0 P1.5 ( + ) x 0 x 0 0 4 P1 = 641 + 0 0 XI (It) X2 (It) = I 0.64 RIps I 2.5 18.5 Point Load (132) D 1 TnbI Trib.2 p2,1( + ) x 0 x 0 0 + 0 p2,2 ( 4- ) x 0 x 0 = 0 + 0 p2.4 ( + ) x 0 x 0 0 + 0 p2,4 C + ) x 0 x 0 0 + 0 p2,5 ( 4 ) x 0 x 0 0 + P2 = 0 + 0 0 X3 (II) X4 (It) I 0.00 Rips 1 0 21 Shear RI= 3.606 Rips R2= .3.018 Rips Stress Ratio Vmax= 3.60 kips Valiow.= 2.08 x 9 m 18.731 kips OP( sltear. .19 Flexure M= 16.26 k.ft Mallow.= 2.21 x 9 19.853 kft OK flexure: .82 Deflection D = Owl + Dw2 4 Dpi 4 Dp2 D-o,i) =0.860 + 0.000 + 0.484 + 0.000 1.34 = L -c LOX deflection: .96 189 7-80- 0.86 + 0 DtLOnyI 0.491 + 0 + 0 + 0 = 0.49 = L LOX deflection: .47 513 240 USE: 9- 2X10 rvj &iu ,rj CASTILLO ENGINEERING INC. Piocl PANDA EXPRESS 17 1327 Lorna Avenue Long Beach, CA 90804 O.te 2flO2012:00M1 w, no. 20-178 Shea Tag I RJ2] I4) .--,............................................. .. ---- Beam 7.511 11.511 ¶ I = 19 ft Member= 2X10 A 13.08 jfla2 S 21.4 in3 No. of members= 10 I 98.9 1n64 0.51 CD= 1.2$ E = 1,600,000 psI CF= 1.10 CV= 1.00 VA Ma = 1.665 = 1.604 kip Cr 100 iii Li k-ft....................................................................................... U T t t J-4- ,i U Total Load L/n= 180 Live Load IJn- 240 L= 19f1 2.97 2.86 Uniform toad (WI) D L Trib w1,1 (15 + 20) x 8 a 120 + 160 W1.2 ( + ) x 0 0 + 0 w1,3 ( ) x 0 = 0 + 0 wl,4 C + ) x 0 0 + 0 w1,5 ( + ) x 0 0 + 0 WI = 120 + 160 10.280 MF I PTA v7 Point Load (P1) I) - I Trib.1 Trib.2 p1,1 ($05 • ) x I x 1 = 505 0 + ) x 0 X 0 0 + 0 P1.3 ( + ) x 0 X. 0 0 + 0 p1,4 ( + ) x 0 x 0 = 0 + 0 P1.5 ( • ) x 0 x 0 = 0 + 0 X1(ft) X2(i1) P1 505 + 0 = I 0.51 kips I 75 11.5 Point Load (P2) I) L Tribl Trib.2 p2,1 ( + ) K 0 x 0 = 0 + 0 p2,2 ( + ) x 0 x 0 = 0 + 0 p2,4 ( + ) x 0 x 0 0 + 0 P2.4 C + ) x 0 x 0 0 + 0 P2.5 ( + ) x 0 x. 0 0 + 0 X3 ((I) X4 (ft) P2 = 0 0 I 0.00 hIps I 0 19 Shear R1 2.966 hIps R2 -2.859 kips Stress Ratio Vmax 2.97 hips Vallow. - 2.08 x 10 M 20.813 kips OK shear: .14 FIowre M= 14.60 k-ft MAllow.'a 2.21 x 10 = 22.059 h-ft OK flexure: .86 Deflection 0 = Owl + 0w2 + 0 p1 + Op2 D(D.L) = 0.5.19 +.0,000 + 0.743 + 0.000 = 126 = I < LOK deflection: .99 181 180 0.519 + 0 D(LOny) = 0.298 + 0 -e 0 + 0 = 0.3 = I LOK deflection: .31 769 240 USE: 10- 2X10 3:;z ow I., Ai I r M(c 2110128 1200AM CASTILLO ENGINEERING INC. Pøat PANDA EXPRESS 1327 Loma Avenue Long Reach. CA 90804 Job No. 20-178 Shoot Tag I I F' .#sd_ .-.-.- .. Ream 21t 13.5ft I 15.5 It .. .-. ._3.............................................................................. ................ ...... ....... Membero 2X10 A = 13.88 in02 S = 21.4 643 No. of members= 4 I 98.9 in14 0.26 CD= 1.25 E = 1600,000 psi CF= 1.10 Va. = 1.665 hips CV= 1.00 Ma Cro 1.00 = 1.604 k-ft _. ..._,... .... ............ .................Li 3 1 t....i...t 3......3....3....3.................3... I..... ............................- .................................... . ............................. Tots! Load Un' 180 Live Load I,/n= 240 1.31 1.12 Uniform load (WI) 0 1 Tnb w1,1 (15 t 20) x 4 60 + 60 wl.2 ( + ) x 0 = 0 + 0 wl,3 ( + ) x 0 = 0 4 0 w1,4 ( I ) a 0 = 0 + 0 wl,5( 4 > x 0 = 0 + 0 WI 60 + 80 10.140 kif I Point Load (P1) D L Trib.1 Tnb.2 p1,1 (256.94. 4 ) a I x I = 257 4 0 p1.2 ( 4 ) x 0 x 0 = 0 + 0 p1,3. ( + ) a 0 x 0 0 I- 0 + ) a 0 a 0 = 0 + 0 PI'S ( + ) x 0 x 0 = 0 4 0 Xl (It) X2 (ft) P1 = 257 + 0 = 0.26 Rips 2 13.5 Point Load (P2) D L Tgib.1 Trib.2 P2.1 ( 4 ) X 0 x 0 . 0 +. 0 p212 ( + ) x 0 a 0 0 + 0 p2,4 ( + ) x 0 x 0 = 0 + 0 p2,4 ( + ) a 0 x 0 = 0 + 0 p2.5 ( 4 ) x 0 a 0 = 0 + 0 X3 (ft) X4 (It) P2 0 + 0 I 0.00 Rips I 0 15.5 18 Shear R1 1.309 Rips R2= -1.118 Rips Vmax 1.31 Rips Vâliow. Flexure Mo 4.46 k-ft Mallow. Deflection 0 Owl + 0w2 + Dpi • 2.08 x 4 8.325 Rips OK 2.21 x 4 8.8236 k-ft OK Dp2 Stress Ratio shear: .16 flexure: .61 O(0'L) = 0.287 4 0.000 + 0.084 + 0.000 = 0.37 = I. < LOK deflection: .36 502F 160 0.287 4 0 D It, 0,ty) = 0.164 + 0 . 0 + 0 = 0.16. = 1. LOft deflection; .21 1134 240 USE: 4- 2X10 fi rrf s CASTIL.LO ENGINEERING INC. Ptoorl PAhIDA EXPRESS 19 1327 Lorna Avenue Long Booth, CA 90804 En. Dab: 2lO20 12.ODA lab no. 20-178 Shoal T08 ... Beam 7.7511 13.2511 Member-- 2X10 1 A = 21 It . = 13.88 102 ..41' S = 214 in°3 No. of members= 4 I = 98.9 in°4 0.16 CD= 1.25 E = 1,600,000 psi CF= 1.10 Va = 1.685 kips CV= 1.00 Cr= 100 Ma = 1.604 k-ft .... .... ............... ...-...-• T ? I Li L Li $J:-A...,1111-11 Li I Li 11 Ls Total Load Lln= 180 Live Load Un= 240 L= 2111 1.57 1.63 Uniform load (WI) 0 L Tub w4,1 (15 t 20) x 4 .60 + 80 wl.2 ( + ) x 9 = 0 4 0 w13 ( + ) x 0 = 0 4 0 wl,4 ( + . ) x 0 0 + 0 wl.5 ( + ) x 0 0 + 0 WI = 60 4 80 10.140 ku Point Load (P1) D 1. Trib.1 Tnb.2 p1,1 (163 + ) x 1 x 1 193 + 0 p1,2 ( ) x 0 x 0 = 0 i 0 pl,3( 4 ) x 0 x 0 0 4 0 p14( + ) x 0 x 0 = 0 + 0 p1,5 ( + ) x 0 x 0 = 0 + 0 Xl (11) 5(2 (It) P1 = 163 + 0 I 0.16 klps 1 7.75 13.25 Point Load (122) 0 L Tfib.1 Tnb.2 P21 ( + ) x C x 0 = 0 4 0 p2.2 C + ) x 0 x 0 = 0 + 0 p2.4 ( + ) x 0 x 0 0 + 0 p2,4( + ) x 0 x 0 = 0 + 0 p2.5 ( +. ) x 0 x 0 = 0 4 0 X3 (0) X4 (It) P2 = 0 + 0 = I 0.00 klps I 0 21 Shear 111 1.513 kips R2 -1.630 kips Stress Ratio Vmaxa 1.57 kips Vallow. 2.08 x 4 = 8.325 kips OK shear: .19 EtoxUro M 8.36 k-ft Mellow. 2.21 x 4 = 6.8236 k-ft OK flexure: .95 Deflection 0 = Owl :+ 0w2 4 0 p1 + 0p2 = 0.968 + 0.000 + 0.313 + 0.000 =. 1.28 1 LOK deflection 197 180 0:968 4 0 0 iuoau,i = 0.553 4 0 + 0 + 0 0.55 = I L OK deflection: .63 - 456 240 USE: 4 2X10 Memberr 2X10 No, of member 2 CO= 1.25 CF= 1.10 CV= 1.00 Ci 1.00 Total Load Lln= 180 Live Load Un's 240 I = 16.5 It A = 13.86 iflA2 S = 21.4 1n03 = 98.9 in4 E = 1.600.000 psi Vs = 1.665 kips Ma 1.604 k-it CASTILLO ENGINEERING INC. Pfo;t PANDA EXPRESS 1327 Loins Avenue Long Beath, CA 90804 Dt: 2110120 12.00 AM job no. 20-178 ShOE Ta I Beam SR 10.50 20 0.63 0.44 Uniform load (WI) D I Trib wl,1 (15 • 20) x 1.33 19.95 4- 26.6 wl,2 ( + ) x 0 0 + 0 w11,3 ( ) x 0 = 0 + 0 wl,4 ( + ) x 0 0 + 0 w1,5 ( + ) x 0 0 + 0 ______ W.1 19.95 4 26.6 = 10.047 kit. I Point Load (P1) O L Trib.1 Trib.2 PM (250 + ) x 1 x 1 p1.2 ( + ) x 0 x 0 P1.3 ( + ) x 0 x 0 p1,4 ( + ) x 0 x 0 p1,5 C 4- ) x 0 x 0 P1 Point Load (132) D L Trib.1 Tiib.2 x 0 x 0 p2;2 ( • ) x 0 x 0 p2.4 ( + ) x 0 x 0 P2,4 C + ) x 0 x 0 P2,5 ( 4 ) x 0 x 0 P2 Shear RI= 0.530 kips R2= -0.441 kips Vmax= 0.53 Rips Valiow. Floxure M= 2.09 k.ft Mallowim Deflection 0 = Owl + Dw2 + 0 p1 4 Dp2 250 t 0 = 0 + 0 0 4 0 0 + 0 = 0 + 0 X (ft) X2 (ft) = 250 1 0 = I 0.25 kips I 5 10.5 0 4 0 = 0 4 0 0 t 0 0 + 0 = 0 + 0 r-00-77-91 ________ X3 (ft) X4 (ft) 0 + 0 I 0.00 kips I 0 15.5 Stress Ratio 2.08 x 2 = 4.1625 kips OR shear: .13 221 x 2 = 4.4116 k'ft OR flexure: 4 7 = 0.191 4- 0.000 + 0.178 + 0.000 = 0.37 = I < LOI( deflection: .36 505 180 0.191 + 0 DtLOnIt 0.109 4 0 + 0 o = 0.11 = L LOK deflection: .14 1705 240 USE: 2 2X10 CASTILLO ENGINEERING,INC 21 CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201, LONG BEACH, CA 90813 TEL: 714-725-8320 FAX: 562-961-5700 ENGR. DATE PROJECT JOB NO. SHT. /l4OA4 1vy fI -rfr1t WWW. UM I ILLLJtJ'1LIP1tSflUr4tfl. CASTILLO EN6INEERINB,INC 22 CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201 • LONG BEACH, CA 90813 TEL: 714-725-8320 FAX: 562-961-5700 ENGR. DATE PROJECT JOB NO. SHT. i .. 4-f v J)*r#o-rz Y "I • s,t4 r)1 : TD AM 'r /Y 71( F = ' ' & V9I't# :4;- "f("rs "S('c$J - ['CI4 C7ZI 1•, c WWW.CAETILLOENGINEERING.COM CASTILLO ENGINEERING,INC 23 CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201, LONG BEACH, CA 90813 TEL: 714-725-8320 FAX: 562-961-5700 ENGR. DATE PROJECT JOB NO. SHT. t 7L )76. t- fo( 2' (. z (is; 7' 00 .4 4- / / f.6t 07 t 0 L 3y 40 49 0 WWW.CASTILLDENGINEERIFlL.00M CASTILLO ENGINEERING,INC 24 CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE. SUITE 201, LONG BEACH, CA 90813 TEL: 714-725-8320 FAX: 582-951-5700 NOR. DATE PROJECT JOB NO. SHT. I 1p fi,ç• .?33 UI Ir t 2: (/to t , /V_6.r) t.?6 //o D 1 ?r() aw Jo7 j 7cL,. (-,,vso)D 7i.#'7t ' '' WWW. CASTILLOENDINEERIN6 • 0DM Company : 25 Iii R ISA Designer : MC Apr 7, 2020 5:45 PM Job Number : 20-178 Checked By: MC AN1CIK(XIMPAh. Model Nwne : PANDA EXPRESS CARLSBAD (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes nc -!WI dT Yes Merge Tolerance (in) .12 P-Delta Analysis Tolerance 080% Include P-Delta for Walls? Yes utomatically lterte Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 C'ravlty Acceleration (ftIseoA2) 322 Wall Mesh Size (in) 12 EqenitioñhhIeice ;TL:.tE-) : .. 4 .. . . Dynamic Solver I Accelerated Solver Hot Roiled Steel Code AISC 15th(360-16): ASD Adi ustStiff ness?: . ..• :1. . :. .:. Ye(ltera.lVë.. :• ..:i Cold Formed Steel Code AlSI S100-16: ASD Wood Code AWCNDS-18 ASD Wood Temperature <IOOF Concrete Code ACI 38-14 Masonry Code TMS 402-16: ASD Alumlnurn'Code :: .. :.: : PADMi-iASD.-Bulldlnq Number of Shear Regions 4 Region Spacing Increment (irL) 4 Concrete Stress Block Rectangular Jse Cracjed Seetions? Yes Bad Framing Warnings? No Unused Eorce Warnings? Yes Min I Bar Diam. Spacing? No Concrete Rebar Set REBARSET_ASTMA61 Mm % Steel for Column I Max % Steel for Column 8 Hot Rolled Steel Properties Label E Iksfl . G (ksi] Nu Therm (1E5 Ft DensiMk/ftA31 Yieidlksi] I I I A992 I 29000 I 11154 I .3 I .65 I .49 I 50 Hot Rolled Steel Section Sets Concrete Section Sets Label Shape Type Design List Material Design Rules A rin2l I (90.270) .. I (0.180 [i... I I I G131RECT18X60I Beam I Rectangular 13000 NWCO..( Typical I 1080 I 3.24e+5 1 291601 Concrete Rebar Parameters Label Optimize R ... Min FI ... Max F.. Shear ... Legs per S ... Top (Colu... Bottom Co... Side Cover...Too/Botto... Addl Side ... Shear I I I Typical I Octimize I #5 I #8 I #4 I 2 I 1.5 I 1.5 I 1.5 I 2 I I I 12 I RISA-21) Version 18.0.0 [C:\Usersmcast\Documents\RlSA'Model Files\20-178 MF-1 .r2d] Page 1 Company : 26 U•b RIS Designer MC - Apr 7, 2020 - Job Number : 20-178 5:45 PM Checked By: MC AN IKIXJMIW Model Name : PANDA EXPRESS CARLSBAD Joint Coordinates and Temperatures Label X Ff11 V rftl Temo FF1 I NI 0 0 0 10. 3 N3 0 12 0 9 44. 5 N5 -3 0 __________ N6 12 0 - Joint Boundary Conditions JOint Label X Ik/inl V lkñnl RôtationFk-ftJradi 1 NI Reaction Reaction N2 Reaction Reaction 3 N5 Reaction Reaction N6 Reaction Reaction - Member Primary Data Label I Joint J Joint . Rotate(dea) Section/Shaoe . Tvoe Desian List Material Desian Rules 1 Ml N3 N4 - BM Beam Wide Flange A992 Typical - .NL..wide-Flange 3 M3 N2 N4 COL - Column. Wide Flange A992 Typical -M4i:-- . -:J5 REctáh.I DOW N WCONC Tica 5 M5 NI . N2 GBI Beam Rectangular 3000 NWCONC Typical M6 _N2 N6 GBI Beam Rectanaular 0O0 NWCONC VUAI Hot Rolled Steel. Design Parameters Label Shaoe LenathFftl Lb-outFftl- Lb-inlftl Lcomo tooFftl Lcomo botfftl L-torãu... out K-in Cb Function I MI BM 9 - Lb out - Lateral 2 M2 COL 12 Lateral 3 M3 COL 12 Lb out J Lateral -Concrete Beam Design Parameters Label Shne Lenathifti R-pff LefB-effRL Slab . Slab ... Icr Factor Flexural Layout •. Shear Layout I 1 M4 I. GBI 1 3 1- 5 1Beam, Layout Shear Layout ...2 M5 GB1 -- 5 Beam Layout V ShearLayóbt 3 1, M6 I GB1 3 . .5 1Beam[_avn6tl Shear Layout Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitudeffk.k-ft). (in.rad. (k*s2/ft I No Data to Print ... Member Point Loads (BLC I : DL) Member Point Loads (BLC 2 RLL) Member Label Direction Magnitude[kk-ft] Location[ft,%) RlSA-21D Version 18.0.0 (C:\Users\mcast\DocumentsRlSA\Model Files20478 MF-1 .r2dl Page 2 Company : .. 27 111REZI Designer : MC - Apr 7, 2020 Job Number : 20-178 5:45 PM ANEME'$CIEKCCMPAN1 Model Name : PANDA EXPRESS CARLSBAD Checked By: MC Member Point Loads (BLC 2: RLL) (Continued) Member Distributed Loads (BLC I : DL) Member Label Direction Start Magnitudelk/ft.... End Magnitudefk/ft.F... Start Location[ft.%J End LocationEft.%J Iii Ml I V I -.176 I -.176 1 0 I 0 Member Distributed Loads (BLC 2: RLL) Member Label Direction Start MaonitudeFk/ft.... End Maanitudepdft.F.... Start Locätionlft.%1 End Locationlft.%1 III Ml I V I -.105 I -.105 I 0 Member Distributed Loads (BLC 3: EL) / Member Label Direction Start MagnitudeIk(ft.... End Magnitude[klft.F.... Start Locationlft.%1 End Locationfft%1 I I I Ml I X I 1.444 1 1.444 1 0 I 0 Basic Load Cases RI ( flpsrrintinn (tnnry X (rwih, V (rwih, .Irjint Pnint flictribLited I DL I. DL 1 2 1 2 t`iRLL Rh 3 EL EL I1 Load Combinations Dpscnntinn SOIP0SRRLC FactRlC Fart- RLC Fact- RLC FactRLC FactRLC Fact RLC FactBLC Fact BLC Fact ... BLC Fact... Dynamics Input Number of Modes 0 Load .ON. nbiriatiori:Nurnber Acceleration of Gravity 32.2 (ftlsecA2) Cbñéncé.Tolemne................ .: 0.-000.1: RISA-21) Version 18.0.0 [C:\Usersmcast\Documents\RlSA\Model Files\20-178 MF-1.r2d] Page 3 SK - 1 MC PANDA EXPRESS CARLSBAD Apr 7, 2020 at 5:34 PM 20-178 20-178MF-lr2d 29 -4k N3 N4 ('1 1•) M4 M5 M6 Ii 1.12 1.16 Loads: BLC 2, RLL SK-3 MC PANDA EXPRESS CARLSBAD Apr 7, 2020 at 5:38 PM 20-178 20-178 MF-1.r2d BLC 3. EL SK-2 MC PANDA EXPRESS CARLSBAD Apr 7, 2020 at 5:35 PM 20-178 20-178 MF-1.r2d I Company : 31 II IRIS Designer : MC Apr 7, 2020 5:42 PM Job Number : 20-178 Checked By: MC Model Name : PANDA EXPRESS CARLSBAD Joint Reactions LC Joint Label X fkl Y Fk1 MZ Ik-ftl .j._. ........I.... NI .661 11.168 0 I 4973 I 0 3 I - N5 0 722 ___ 0 _4 I 5 _I _________________ Totals: __________ 0 ____ _____ 17.469 21 X 2,11 855 ... 12 - Joint Deflections (By Combination) LC Joint Label X lini V rinI Rotation Fradi I I . Ni 6.368e-06 3 . I N3 -.006 -.006 -3.547e-04 . I N4 :006 -O03 -. 5 298e-04 5 1 N5 0 0 -2.433e-06. T I N6 2044e06 - Member Section Forces LC - Member Label - Sec Axiallkl Shearfk1_ Mornentfk-ftl___: ..J..... I Ml 1 .661 3.923 5.17 - _& J * . -. e&i --2 948 3. . 3 . .661 2.659 -9.639 4f -, E. &i6 .. 5 1 .. .5 .66 ____ ____ -5.606 5.742 _.6 I .. 2766 7 2 11.863, -.661 -.782 .9 -- . 4 .. 11.863 !.661 3.186 .i ei 5ti -TU j1_ 1 M3 1 b.bUb .66 2.179 2 5'606 . .5.606 .66 -1.782 86 76I 15 5 . 5.606 .66 -5.742: j 4 M4 F. I 0 122 .17.__________ 2 0 .722 .. -.541.1.. p4082 19- 0 .722 -1.624 21 1 MS 1 0 ' 0 72 .027 : 601. __ 23 3 0 .027 .48 25 V. 5 0 . 027 _________ 1 819 27 . 2 0 . -.606 -1.364 - -. - 3 -.4 o - 0 . -G06 i -.606. 9Q9 -.455 29...• '5 * .0 '606 0 RISA-21) Version 18.0.0 [C:\Users\mcast\Documents\RlSAModel Files20-178 MF-i.r2d] Page 1 Company : 32 111RISA Designer : MC Apr7, 2020 5:42 PM Job Number : 20-17,8 Checked By: MC dEl Name : PANDA EXPRESS CARLSBAD - Mo Maximum Member Section Forces If, Mmhr I h.1 As,iIf 1,1 I n,.ff1 ChfI,1 I RnrL.41 I 1 1 Ml max .661 0 3.923 0 5.742 9 iiii 661 0 -5608 9 -i2012 R- -k N.531 3 1 M2 max 11.863 0 .. -.661 0. 5.17 12 : = ' iii 11866 0 5 1 M3 max 5.606 0 .66 0 2.179 0 = 5 742 2 12 7 . I M4 max 0 0 .722 0 0 0 = 9 _ 1 _ - M5 max 0 0 .027 0 .601 0. — . i i 0 0- 027 0mt _11_ 1 M6 max 01 0 -.60 1 0 0 1 3 0 ?606 ' 0 -1 819 i'O Th - Member AISC 15th(360-16): ASD Steel Code Checks I F' I If' IL,S I ..,.4I1 Qk,.... I If' I ,.4U41 f61 fl.eb..., rI1 ft.I.... II, DI r-6 I=-- 1 I Ml Wi0X45 .089 5.531 .079 9 - 322 398.204 136.976 1.566 Hi-lb 2 M2 W10X45 059 12 009 0 272 965 398204 136976 2 181 H1.1b 3 1 M3 W10X45 1'..052 12 1 .009 0 272.965 1398.204 1136.976 2.151 H1-1b Joint Coordinates and Temperatures IhM Vrf.1 vrrn NI ..0 N3 0 10 12 0 N4 N5 ..3 0 0 — Joint Boundary Conditions IrinI I ah.1 V rwinl V fl,In1 92tI,01,11 I NI Reaction Reaction N2 Reaction . Reactlbn 4 — .1.. N5 . . Reaction Reaction A. .. N6 . Reaci ton Reafion KE RISA-2D Version 18.0.0 [C:\Usersmcast\Documents\RlSA\ModeI Files\20-178 ME-I .r2d] Page 2 33 Company : IIIRISA Designer : MC Apr 7, 2020 Job Number 20-178 : 5:46 PM Checked By: MC Model Name : PANDA EXPRESS CARLSBAD Joint Reactions V r61 V rL,1 - M7 H, Al 1. 1 NI. .661 11.168 0 I W2 - 661 - 4 g13 O_ I N5 0 .722 0 Totals: 01 ___ 17.469 ______________ Ei T X 2855 - V1 2 - _U Joint Deflections (By Combination) Ir, I I,in+ I kI Y rh,i V r..i r,,n 0 6.368e-06 3 _1 - N3 -.006 -.006 -3.547e-04 A. 5 - _1 - _____________ N5 .006 0 - 003 0 5'298e-04 -2.433e-06 - N6 0 0 2044e-06 - Member Section Forces I ( Ifl4w I hI Q,. Avi&fl,I k.4fr1 1..1 Ml .1 .661 3;923 5.17 3 .661 2.659 -9.639 -r6 5 . 5 .661 -5.606 5.742 7 . _______________ 2. 1-1.863 - -.661 -.782 - - - I 20 t I .... ..,_. - _______ 4 11.863 -661 3.186 om!Iff 11 1 .M3 I 5.606 .66 2.179 L6O6 -________'66 j 199 4.. . 13 3 5.606 - . .66 4.782 .15 ___ 5 5.606 .66 -5.742 17 2 0 722 LO r ' . 4 . 0 .722 -1.624 . ., 21 1 M5.. I . .0 .. .027 .01 r. I ....:. __... -c. r . l 23 .3 0 .027 .48 25 .5. .. 0 .027 .36 27. 2 0 -.606 -1.364 29 ---:..-- . . -. -. •- -•.-- -o .455 I 5 0 ' 608NJ - . . RISA-20 Version 18.0.0 [C:\Users\mcast\Docurnents\RlSAModeI FiIes20-I 78 MF-1.r2d] Page 1. 34 111RISA Company Apr?, 2020 : Designer : MC Job Number : 20-178 5:46 PM Model Name : PANDA EXPRESS CARLSBAD . Checked By: MC Maximum Member Section Forces LC Member Label Axiallki Locrftl Shearfkl Locifti Momentlk-ft] Locifti - - I I Mi max .661 0 3.923 0 5.742 9 i.... .mln.. 661 0 -5606 9 -12012 5531 3 1 M2 max 11.863 0 -.661 0 5.17 12 11883 0 -661 0 -2788 U 5 1 M3 max 5.606 0 .66 0 2.179 0 ri iñ 5606 ______ 66 0 674 12 7 ____ 1 ______________ M4 max 0 0 .722 0 0 0 OZ:" 722 0 -2165 3 9 1 M5 max 0 0 .027 0 .601 0 min:0 027 0 38 9 11 1 1 1 M6 max 0 0 1 -.606 0 0 3 0 0 -606 -1819 0 — Member AISC 15th(360-16): ASD Steel Code Checks I 1' RA..I.,... Ok...... I If, IL I .f4i I If' I ff41 D..,.I fl_i (IA tlA..I,... H, Al ('k C.. I I 1 Mi I W10X45 .089) 15.531 1 .079 1 9 - 322 1398.204 1136.976 11.5661 HI-lb .L. I M2 wlox4s 050/ 12 009 0 272965 398204 136976 2181 3 1 M3 W10X45 .052' 12 .009 0 272.965 398.204 136.976 2.151f'THIb — Joint Coordinates and Temperatures I ,.I..I . V (ff1 V (tel T....*.* rl a 0 N2 9 0 3 N3 0 12 -77 0 N4 9 12 5 N5 -3 0 0 NB 12 - Joint Boundary Conditions I v rl,!ini V rlffinl Pn+4innrfrjI,,41 NI Reaction Reaction N2 ReactFoh Reaclion 3 N5 Reaction Reaction 4 N6 Reaction Readtlon RISA-20 Version 18.0.0 [C:\Users\mcast\Documents\RISA\Modet Files\20-178 MF-I .r2d] Page 2 35 Company Designer : MC Apr 7, 2020 IIIRISA Job Number : 20-178 5:47 PM Checked By: MC nNiv CKGOLIPWr Model Name : PANDA EXPRESS CARLSBAD Joint Reactions I Ct Aninf I ahal V rl,i %r 11 RA7 n. al 1 2 N1 -4.219 4.467 0 . 3 2 N5 0 -5.69 0 0 674 - 0 5 2 Totals: -9.097 9.816 2 l 'CO (ffl r X 2648 !I2 1 - Joint Deflections (By Combination) I Ct mint I ahal Y r;ii V r,.i D,ff; r.,4l 1 2 1 Ni 0 0 -521e-05 0.. 0 .5 625e5 3 2 N3 .296 0 -1.279e-03 1 2 .- I N4 296 Au 004 -8 232e-04 5 2 N5 0 9 1.918e-05 - Member Section Forces I(, Mnrnhter I ahal Rar AviIILe1 Mn..,rn,IrI,fel 1 2 Ml 1 -4.219 -3.193 -21.253 "T,3629 - .13 518zm 1 3 3 .33 -4.065 -4.923 5 5 4.878 -8.236 26.878 . 2 "L58 ____ 4 24 2943e7 7 2 1.581 4.224 16.764 italit- 7: 4 5p 44 4'09j .1 4 1.581 . 4.224 -8.581 x. 11 2 M3 1 8.236 4.905 31.986 Ir Ill -2:- - 8236 1 . 4905 1727 13. 3 8.236 4.905 2.554 .15. __ 5 8.236 4.905 . -26.878 1 12 M4 1 \ I59 - "H0 17. 2 0 -5.69 4.267 . 0ilh,59Iil. 8536 19. 4. 0 -5.69 12.802 569 - ..A1069 21 2 M5 .1 0 -2.803 -12.367 0 "2803 608 23 ___________ 3 0 -2.803 .248 J:t 4 0 ... .2803 -. 6 55S 25 5 0 -2.803 12.863 2 0 -6.374 -14.342 .. F27 3 0 4 ...I 874 ____ 4 0 -6.374 -4.781 D. 5 374 i 1 0 RISA-20 Version 18.0.0 [C:Users\mcast\Documents\RlSAModel Files\20-178 MF-1.r2d] Page 1 Company Designer : MC Apr 7, 2020 IIIRISA Job Number : 20-178 5:47 PM Checked By: MC Model Name : PANDA EXPRESS CARLSBAD Maximum Member Section Forces LC Member Label Axiaffkl Locifti Shearfk Lodftl MomentFk-ftl Locifti 1 1 2 1 Ml max 4.878 9 -3.193 - 0 - 26.878 9 .min. max 4219 1.581 0 -.0 -8238 4.224 9 0 -21253 29.437 0 3 2 M2 ~rhlh. 1,581. 0 4.224 .0 -21.253 12 5 2 M3 max 8.236 0 4.905 0 31.986 0 .1.. ..rnin.. 8.236 0 4.905 0 46.878 .12 ..L. .....2..... M4 max 0 0 -5.69 0 17.069 3 ...nlii 0 0 -5.69 0 . 0 0 9 2 M5 max 0 0 -2.803 0 12.863 9 • 0 -2.803 -12.367 0 .11.. ...L.. M6 max, 0 0 1 -6.374 0 1 3 .rn1n 1 0 1 0 6.374 1 0 1 -19.123 I Member AISC 15th(360-16): ASD Steel Code Checks LC Member Shaoe C Max 1 Locfftl Shear UC ioclftl Pnclom fkI Pntlom Iki Mn/om fk-ftl Cb Eon j_ 2 I Ml I W1 0X45 11 .204 9 I Ii 9 I 322 398.204 1 136.976 T.1iJii1-1b .2.... 2 I M2 W1 0X45 .218 4 0 I .060 0 1272.965 1 398,204 11-36.976 2.2171 HI-lb 3 2J M3 W10X45 0 _L .069 1 0 1 972.96i398.2041136.976 [2.241H1 -lb Joint Coordinates and Temperatures Label X Ifti V Iffi Temn fF1 I N1- 0 -p 0 2 9 0 0 N3 0 12 0 N4 12 0 _.__...N5 -3 0 0 _1_. NO 12 - Joint Boundary Conditions Joint Label X1Mn1 Y iklinl Rotationlk-ftfradl NI Reaction [ Reaction .L. N2 Reaction Reaction N5 Reaction Reaction N6 . Reaction Reaction . RISA-20 Version 18.0.0 [C:Users\mcast\Documents\RISA\ModeI Files\20-178 MF-1 .r2d] Page 2 IIIRISA' Company Designer Job Number AKKC(P*N Model Name MC 20-178 PANDA EXPRESS CARLSBAD 37 Apr 7, 2020 5:47 PM Checked By: MC Joint Reactions If, W.f I kI v rL.a V iI,i 117 rI,fe1 1 3 NI -3.962 8.203 0 -5 135 6559 r () 3 3 N5 0 -5.426 0 _______ - NO 5 3 Totals: -9.097 15.957 - Joint Deflections (By Combination) I In.nf I shal w r,nl V ri Onfatinn r.di 1 3 . NI 0 -4.788e-05 843e-05- 3 3 N3 .294 -.003 -1.418e-03 1 3 N4 294 - 005 -6 22e-04 5 3 N5 1 0 0 1.82e-05 - Member Section Forces I I hI Avi&fl1 Rhoarrid M,wnn31k.ffl 1 3 MI 1 -3.962 -1.767 -19.318 - -44886 3 3 .587 -2.969 -8.661 r -i 4 -. 286l .948. ..64sS 5 5 5.135 -10.381 29.139 .7 5, 28442 7 2 5.576 3.98 16.502 3 6 576 i3.981 4'582 f 9 4 5.576 3.98 -7.378 - -. I $ 5 5576 j L 398T 19318 11 3 M3 1 10.381 5.169 32.892 .i2... ll 1:1102Sr4 ' 5169 I 11384 13 1 3 IQ38I 5.169 1.876 4 -1pt381 15 _;tft______________ 5 10.381 5.169 -29.139 3 M4 -_Owd I__ 5428I I 1+71. 17 2 0 -5.426 4.069 6139 19 ______ _________________________ 4 0 12.208 -5.4266 - _5 42 16277 21 3 M5 1 0 -2.799 -12.165 .22± . ..__J..._.... ....2 _ 23 3 0 -2.799 .432 - ______- 4 0VIM._- 2 799 6_734 ________________________ 5 0 -2.799 13.029 .26... _____ 3 _ M8__________- 0_r-_____ 6 621 ,. __r____-19_53 27 2 0 -6.621 -14.897 31 4 0 -6.621 -4.966 RISA-20 Version 18.0.0 [C:\Users\mcastDocuments\RlSA\Model Files\20-178 MF-1.r2d] Page 1 38 Designer : - MC IIIRISA Company Apr 7, 2020 5:47 PM Checked By: MC Job Number : ,20-178 ' A K(XPA Model Name 15ANDA EXPRESS CARLSBAD Maximum Member Section Forces I R,I..... I .,I.,.I A.,IrIA I ....rcel 6..,.rt.1 I ,.If+ I,,.rfr_ffl 1 3 Ml max 1 5.135 9 -1.767 0 29.139 9 min .1' -3982 -10,381 9 -19 318 3 3 _______________ M2 max 5.576 0 3.98 0 28.442 0 ..møL 5576 3.98 0 '19 318 12. ....L 3 M3 max 10.381 0 5.169 0 32.892 0 10,381 0 6.169 4.9139 12 7 3 M4 max 0 0 -5.426 0 16.277 3 0 .5426 0 0 0 9 3 M5 0 0 -2.799 0 13.029 0. 9 0 -2.799 !max 0 0M6 0 -6.621 0 0 3 .1n. - Member AISC 15th(360-16): ASD Steel Code Checks I If' &L..... I ....rZi 'L.... I I' I F1 fl.I..., fl.i ..Ib..... HA RA.b., Ft. tel 'IS C...., 1 3 Ml W10X45 .2i9 .147 9 322 398.204 136.976 2.132 HI-lb _..2. 3 M2 . :o56 2'2.965 398.204 136.9Th .208 HI-lb ._ 3 M3 .2i8 W10X45 .259 A' 0 .073 .0 0 272.965 398.204 1 136.976 12.249 H1-1b - Joint Coordinates and Temperatures V rtel V ntel T....s ri 0 3 N3 0 12 0 N4 9 12 0 j. N5 -3 0 0 N6 12 0 0 - Joint Boundary Conditions I..;..e I .1..1 V fI,linl V rfrrinl f,fl.'InfI,_f+frr11 I Ni Reaction Reaction 2 Rëactlbn Reactiàn N5 . Reaction Reaction N6 ;Rea.liOn :.Réactlóh. .. . RISA-2D Version 18.0.0 [C:\Usersmcast\Documents\RISA\Mode1 Files\20-178 MF-1.r2d] Page 2 39 Designer : MC Apr 7, 2020 111RISAJob Company Number : 20-178 . 5:47 PM Checked By: MC AMgCIILKIPANY Model Name : PANDA EXPRESS CARLSBAD X Joint Reactions IC Joint Label X Fk1 Y Iki MZ.lk-ftl 1 1 4 NI -4.408 .905 ...2_ N2 4689 - 346 c Or 3 1 4 N5 0 -5.881 0 :5 4 Totals: -9.097 4.462 - j_p Deflections (By Combination) IC Joint Label X Fini Y fini Rotation Frad 1 4 NI 0 0 -5.19e-05 ...2il 4 .-N2 0 0 - 5 464eD5 3 4 N3 .297 .001 -1.177e-03 _4 4 N4 297 7003 97e.04 5 4 N5 0 0 1.983e-05 A 4 NO 0 0 W-051-7 Member Section Forces LC Member Label Sec Acial1k1 Sheariki Momentfk-ftl 1 4 1 M -4.408 -4.34 -22.66 3 3 .14 -4.736 -2.238 2415 - 844 10617 5 4.689 -6.632 25.217 i6.... 4 M2 ir . -217 4401 30454 7 2 -2.17 4.401 16.95 3 217 r 44O1 874 9 4 -2.17 . 4.401. -9.456 io,- 217 - 4401 11 4 M3 1 6.632 4.711 31.13 t:412-J I'ZT: 2 6632 l 4I7i1 1718 13 3 6.632 4.711 3.048 141 4. w 6832 4 711 -1104 15 5 6.632 4.711 -25.217 3: 4 17 . 2 0 -5.861 4.411 44 8 i: . .j:!3jj IL 4 0 -5.881 13.232 5 1 -5881 17,640 21. 4 M5 1 0 -2.805 -12.512 Ix -6199 3 0 -2.805 .113 25 0 -2.805 1.737 4 MS 0 .1B576 .2627 Ei'! 0 -6.192 -13.932 29 0 -6.192 -4.644 RISA-20 Version 18.0.0 IC:Usersmcast\DocumentsRlSA\Model Files\20-178 ME-I .r2dl Page 1 IIIRISA Company : Apr 7, 2 40020 - Designer : MC Job Number : 20-178 5:47 PM Checked By: MC ANcMDtcI(.ifNc Model Name : PANDA EXPRESS CARLSBAD Maximum Member Section Forces It' I .I.,I I ,...1f41 Ch.TI,1 I n.'rfêl M,,nrnnfri,A11 i ,-rrn 1 4 Ml max 4.689 9 -4.34 0 25.217 9 3 4 M2 max -2.17 ____ 0 4.401 0 30.154 0 L. ____ 5 4 M3 max 6.632 0 4.711 0 31.313 0 17.642 3 7 4 1 M4 max 0 0 -5.881 0 9 4 M5 max 0 0 -2.805 0 12.737 9 11 4 M6 max 1 0 1 0 1 -6.192 0 0 3 0 o .6r12 0 _t7epberAlSC 151h(360-16): ASD Steel Code Checks ,s .r,.*. i .jC41 i..,.... 1 ii'. . ,..rgi ri.i rt,.i rI.rn 11S 1 4 Ml W10X45 1/91 \ 9 .094 9 322 - 398.204 136.976 2.227 HI-lb ..L 4.. M2 W10X45 T 223 ) 0 062 0 272965 398204 136976 2223 HI-lb M3 I W10X45 l .241J 0 1 .067 1 0 1272.965 1398.204 1136.976 12.2331 HI-lb - Joint Coordinates and Temperatures i ..i..i V Itel V fell fri - o -. 0 0 - ---O 3 N3 0 12 0 - 12 - 5 N5 -3 0 0 N6 0 - -Joint Boundary Conditions i,...e I ,i,1 V I,h,.1 V Il,f.n nn11_fffrl1 I Ni Reaction Reaction 3 N5 Reaction Reaction 6h a:Rd dt RI SA-2D Version 18.0.0 [C:\Users\mcastDocumentsRISA\ModeI Files\20-178 MF-1 .r2d] Page 2 IIIRISA Company : 41 Apr 7 Designer : MC 2020 5:47 PM Job Number : 20-178 Checked By: MC ANUT5C;ILLPAN( Model Name : PANDA EXPRESS CARLSBAD Joint Reactions Ir Irinf I chal v RI V rul rI7 rkjti j._ 5 NI -6.534 -2.947 0 4N2 3 5 N5 0 -8.628 0 5 5 Totals: -12.996 0 NO Joint Deflections (By Combination) I r Wnf I h& V r;.1 V rb,1 r,,ii • eIeI!s1. _____________________ I I kI C.. A.,;1fl,a QhfI,1 IA.,,.frfr.fI1 1 5 MI 1 -6.534 -7.566 -34.045 - - Ni 2 ,. 3285 .,.. - L7 585 -17 022 ..L. 3 -.036 -7.566 0 I.'. 4 213 --i' c7 586- ;' j7 5 6.462 -7.566 34.046 5 M2 i... '1 -7566 4393;I 7 2 -7.566 6.498 24.436 - 3 -7566 6498 I 4942 9 4 -7.566 .6.498 . -14.552 -.5 - -786 • 8498 -34 045 11 5 M3 1 7.566 6.498 4.931 13 3 7.566 6.498 4.942 6498 -14552- 15 1 5 7.566 6.498 -34.046 17 2 0 -8.628 6.471 4 0 -8.628 19.414 2.5885 21 5 M5 1 0 -4.01 1 -18.045 77 23 3 0 -4.01 0 24 5 0 -4.01 18.045 777777 ..2L -8829 ..25888 27 _____ 2 0 -8.629 -19.414 2. - '3 -8829 . -12 943 4 0 -8.629 1 -6.471 ~29 40: K. RISA-2D Version 18.0.0 [C:\Users\mcast\Documents\RlSAModel Files\20-178 MF-1.r2d] Page 1 42 Designer : MC Apr 7, 2020 IIIRISA Job Company Number : 20-178 5:47 PM Checked By: MC Model Name : PANDA EXPRESS CARLSBAD Maximum Member Section Forces I ( i hI A,;IrI,1 i ,.rc.i Qk.rI i ..rffl fA,,..rn.,rk_fe1 1 5 Ml max 6.462 9 -7.566 0 34.046 9 1ki !.::6S34 Oii :.566W 34O451 3 5 M2 max -7.fv 566 0 6.498 0 43.93 - 0 ii!:iTi 54 _5 5 M3 max 7.566 0 6.498 0 43.1_ 0 mm. 7566 0 6498 -34 . 12. 7 5 M4 max 1 0 0 -8.628 0 25.885 3 .8628 0 9 5 M5 max 0 0 4.01 0 18.045 9 • -0 0 -401 11 ___ 5 M6 max 0 0 -8.629 0 0 3 -8629 0 -25886 0 — Member AISC 15th(360-16): ASD Steel Code Checks I ( Mmhr I ir RAv I n,4f11 I IC I nerfil Onrinm na DnfMm rkl luinMrn fk..111 (h Inn L. .. MI W1 X45 .259 9 .107 0 322 398.204 136.976 2.273 HI-lb .2... fl.. M2 I W10X45 330 0 1 092 0 1 .21.2—:996 398 204t 136976 2227 HI-lb 3 5 M3 1 W10X45 1 .335 0 1 .092 0 272.965 1398.204 1136.976 2.227 1-11-1b — Joint Coordinates and Temperatures I V flel V ff11 f1 I Ni 0 0 ____________ N2 N3 9 0 12 0 'N4 9 12 -0 5 NS -3 0 0 N6 12 01 0 — Joint Boundary Conditions I,sinl I V fI,Iin1 V fI,f.nl P.th,I.,nfk_ffIr.11 I NI Reaction Reaction :;:::r ZLReactIofl.J.. 3 N5 Reaction Reaction N6 - Reaction Reaction RISA-2D Version 18.0.0 [C:\Users\mcast\Documents\RISA\Model Files\20-178 MF-l.r2d] Page 2 CASTILLO ENGINEERING INC. Project 1205 Pine Avenue, Suite 201 43 Long Beach, CA 90813 Job No. Sheet SPECIAL STEEL MOMENT FRAME-REDUCED BEAM SECTION Given R 6.5 E 29000 ksi Cd 4 Fy 50ksi I I Fu 65ks1 p 1 SDS 0.733 Check Drift 6xe 0.426 in 6xeis 0.456 in (increase elastic drifts by 7 percent to account for reduced beam section) a= 0.25hsx 3.6 in hsx= 12 ft 8x= Cd*5xe/I 1.82328 in OK loading PD I k WD 0.357 klf PL I k WL 0.346 klf PLr 1k POE I k SMF Beam-Column Connection Desig, Beam W10X45 d 10.1 1w ly 53.4 Ag ry 2.01 Sx flange: width-thickness ratio bf/2ff 6.47 web: width-thickness ration hltw 22.5 Column W10X45 d 10.1 1w ly 53.4 Ag ry 2.01 Sx flange: width-thickness ratio bf/2tf 6.47 web: width-thickness ration h/tw 22.5 0.35 lx 248 bf 8.02 13.3 rx 4.32 tf 0.62 49.1 Zx 54.9 ?ps= .30(E/Fy)".5 7.225 ?.ps= 2.45(E/Fy)".5 59 OK, Seismically Compact OK, Seismically Compact 0.35 Ix 248 bf 8.02 13.3 rx 4.32 if 0.62 49.1 Zx 54.9 ?.ps= .30(E/Fy)A.5 7.225 OK, Seismically Compact Xps= 2.45(E/Fy)A.5 59 OK, Seismically Compact Check lateral bracing requirements Section 9.8 .08ry(EIFy) 100.259 in 8.3549 ft Geometry 0.5bf < a < .75bf 4.01 < a < 6.015 use a= 5 R= (4c1'2+c"2)I8c R= 5.525 in .65d < b < .85d 6.565 < b < 8.585 use b= 7 .lbf < c < .25bf 0.802 < c < 2.005 use c= 1.25 Determine the probable moment at the plastic hinge Mpr= Cpr Ry Fy Ze 1.15 1.1 50 40.21 = 2543 k-in Cpr= Fy+Fu/2Fy = 1.15 1.20 max use Cpr= 1.15 Ze= Zx - 2 x c x if x( d - tf ) 54.9 - 2 x 1.25 x 0.62 x ( 10.1 - 0.62 ) = 40.21 Expected shear force at the plastic hinge VRS= 2*(Mpr/L)+Vgravity Sh= 5 + 7 = 8.5 in 0.708 ft 2 span L= 9 ft dcci = 10.1 in 0.842 ft L= 9 - 0.842 - 2 x 0.708 = 6.742 ft wD= 0.357 klf wL= 0.346 klf wu= 1.2 x 0.357 + 0.5 x 0.346 = 0.6014 klf Vgravity= 0.601 x 6.74167/2 = 2.027 k VRBS= 64.9 k VRBS= -60.8 k Compute the probable maximum moment at the column face Mg= 1/2 x wu x ShA2 = 1.81 k-in Mf= Mpr + VRBS x Sh + Mg 2543 + 64.8957 x 8.5 + 1.81 = 3096.5 k-in 3096 Mf= -2543 + -60.841 x 8.5 + 1.81 = -3058 k-in 3058 max Mf= 3096 k-in Compare Mf to Mpe at the column face 44 -11 45 Mpe= Ry Fy Zx 1.1 50 54.9 = 3019.5 k-in Mf< 4 Mpe 1.0 3020 = 3020 k-in Mf= 3096 k-in NG Check column-beam moment ratio ZM*pc > 1.0 (Seismic Provisions 9.6) ZM*pb Pu= (1.2+.2Sos)Po +pPQE+.5PL 1.2 + .2x 0.7 = 1.347 Po = Sos 1.4 1 = 1.4 k P POE = I I = I k 0.5 Pt. = 0.5 1 = 0.5 k Pu = 2.9 k columr columr column below only EM*pc = 1 x Zc x( Fyc - Pu I x 54.9 x( 50 - 2.9 M*pb = E ( Mpr + Mv ) Mv = ( VRBS + V'RBS ) ( a 64.8957 + 60.841 ) ( 5 beam one side only I Ag ) I 13.3 ) = 2733 k-in + b12 + dcl2 ) + 3.5 + 5.05 ) = 1704 k-in beam beam EM*pb I x 2543 + 1704 = 4247 k-in M*pc = 2733 = 0.64 <1.0, therefore NG EM*pb 4247 Check column panel-zone shear strength 0 Ru Imf = 3096.5 + 0 = 327 k db-tf 10.1 - 0.62 .7512c = 0.75 Fy Ag 0.75 50 13.3 = 498.8 k 4Rn = 4 0.6 Fy dc tw ( I + 3 bcf tcf A2 I db dc tw ) = 1.0 0.6 50 10.1 0.35 ( I + 3 8.02 0.62 A2 I 10.1 10.1 0.35 ) = 134 k Since Ru>phi*Rv, a column-web doubler plate is required r Size of web doubler plate if required t > ( dz + wz ) /90 = dz = db - 2 tbf 10.1 - 2 0.62 = 8.86 wz = dc - 2 tóf 10.1 - 2 0.62 = 8.86 Determine the need for continuity plates tcf 0.62 in tbf= 0.62 in tcf req. = 0.4(1.8 * bbr * tbf ( Fyb * Ryb / Fyc * Rye )A.5 = 1.197 in V req. = bbf/ 6 = 1.337 in 46 8.86 + 8.86 ) /90 = 0.197 in USE 3/8 inch plate tcf max. = 1.337 in continuity plates are required, use tbf USE 5 inch plates CASTILLO ENGINEERING,INC 47 CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201, LONG BEACH, CA 90513 TEL: 714-725-8320 FAX: 562-961-5700 ENGR. DATE PROJECT JOB NO. SHT. çt.c iiEF E) WWW.CASTILLOENLINEERING.CDM 1584 945 0 0 0 0 0 0 0 1 0 0 0 W1,1 W1:2 W1.3 W1.4 0 Lr t 4340 3600 0 0 0 0 0 0 0 .0 0 0 factor 4340 3600 0 = 7940 1.11 0.00 0.00 Castillo Engineering Inc. Project 1205 Pine Avenue, Suite 201 48 Long Beach, CA 90813 Job Sheet Tag 1GB- .1: S05 10.713 2016 CBC. Section 1605.3.1 Load Case 18-12.1 1 0 1 Lr I L I W I E I S I Factor Overturning 2016 CBC, SectIon 1605.3.11.1121 0 1 0 1 0 1 0.7 1 0 1 0.75 Load Fl Height abv. Ft. Height Soil Propernes 1 . 13•. .l2 13 14 = 182.0 ____ 2 . ... 0 2 = 0.0 Allow Soil Pressure Qa 1.6 ksf 3 . ., ,. 0 2 = 0.0 Dist btwn. F.f. and t.. gb. LALj It 4 0 2 = 0.0 5 .1 0 2 = 0.0 Gradebeam Geometry Mot = 182.0 factor = 0.7 Thick. Width I Length of Waill Ext. each end ASCE7-10 Section 12.13.4 factor = 0.75 OK 0.73 Mot = 195.551 k-ft Total gradebeam length I 15 Ift Afig 75 ftA Sftg 187.5 ftA3 Gradebeam Dead Load 21 kips (including soil above) Factor 1.112085 ______ Factored DL fig. 23.35 kips 4.5 It (from Point i) Factored Load I fl Lr L tnbl trib2 0 Lr I WI = 1584 945 0 factor = 1.11 0.00 0.00 ______ Wul = 1762 0 0 = [ 1.8 kips Location = I 4.5 ft (from Point 1) Factored Load 2 0 Lr I tribitnb2 W2,1 4340 3600 .: 1. . 1 W2,2 •. - = W2,3 W2,4 W2 = WuZ = 48b U 0 = 4.826 Location = 0 It (from Point 1) Factored Load 3 0 Lr L tribi tnb2 D Lr L W3 .I 3000 4000 .. 1.. 3000 4000 0 W3,2 . . mm .. . ... ..... . = 0 0 0 W3.3 ....... . = 0 0 0 W3,4 ., .. = 0 0 0 W3 3000 4000 0 = 7000 factor 1.11 0.00 0.00 WO = 3336 0 0 = 3.336 Location = 5.5 It (from Point 1) Results Ptotal = 33.3 kips 231 - 96 = 4.08 It x 3 = 12.23 It MOT = 96 k-ft 33.3 Therefore .......... Triangular Soils Distribution MR = 231 k-ft q 1.09 ksf Qa = 1.5 ksf OK 0.73 USE 5 FT. WIDE x 18 IN.THlCl< x 15.00 FT. LONGG.B. ININA1 0 Elias SUMMON L1584 945 0 La 0 0 La o 0 La o 0 W1,1 W1.2 W1.3 WI,4 Castillo Engineering Inc. Project 105 Pine Avenue, Suite 201 49 Long Beach, CA 90813 Job Sheet Tag [GB. I SOS 2016 CBC, Section 1605.3.1 Load Case 16.14 D I Lr I L I W I E S Factor Overturning 2016 CBC, Section 1605.3. 1.077 0 0.75 0 1 0.525 1 0 0.75 Load Fi Height abv. F.f. Height Soil Properties I . 13 .12 13 14 = 182.0 2 .. 0 2 = 0.0 Allow Soil Pressure Qa 1.5 ksf 3 . 0 2 = 0.0 Dist btwn. F.f. and tO. gb. 0.5 ft 4 . 0 2 = 0.0 5 . 0 2 = 0.0 Gradebeam Geometry Mot = 182.0 factor = 0.525 Thick. Width Length of Wall Ext. each end ASCE7-10 Section 12.13.4 factor = 0.75 1.8: :. 9 1 .. 3 ... •. OK 0.61 Mot = 171.66 I k-ft Total gradebeam length I 16 Ift Aftg 75 ft"2 Stig 187.5 ftA3 Gradebeam Dead Load 21 kips (including soil above) Factor Factored DL fig. 22.62 kips 4.5 ft (from Point 1) Factored Load I D Lr L . trihi tnh2 fl Lr I Wi = 1584 945 0 factor = 1.08 0.00 0.75 Wul = 1706 0 0 = 1.7 kips Location = 1 4.5 ft (from Point 1) Factored Load 2 D Lr I tiibl trib2 W2.114340 3600 1 1 1 1 1 W2.2 . .. . .. . = W2,3 .. . . = W2,4 W2 = factor Wu2 = 4340 36001 0 o 0 0 0 0 0 0 0 0 4340 3600 0 = 7940 1.08 0.00 0.75 ______ 4675 0 0 = 4675 Location = 0 ft (from Point 1) Factored Load 3 D Lr L tribi ti1b2 D Lr W3,1 W3,3 W3,4 3000 1 .. 1 = = = 3000 40001 0 0 1 0 W3,2.:. _4000 _I _I 0 _0 1 0- ______•. 0 _0 _0 1 0 W3 = - 3000 4000 0 = 7000 factor 1.080.000.75 ______ Wu3 = 3232 0 0 = 3.232 Location = 5.5 ft (from Point 1) Results Ptotal = 32.2 kips 224 -72 4.72 ft x 3 = 14.17 ft MOT = 72 k-ft 32.2 Therefore .......... Triangular Soils Distribution MR = 224 k-ft q = 0.91 ksf Qa = 1.5 ksf OK 0.61 USE 5 FT. WIDE x 18 IN.THICK x 15.00 FT. LONGG.B. Castillo Engineering Inc. Project 1205 Pine Avenue, Suite 201 50 Long Beach, CA 90813 Job Sheet Tag fi Sos 2016 CBC, Section 1605.3.1 Load Case D Lr L I W I E 1 S 1 Factor Overturning 2016 CBC, Section 1665i3.1 0.6 0 0 1 0 1 0.7 1 0 1 0.75 Load Fl Height abv. F. f. Height Soil Properties 1 13 12 13 14 1 182.0 2 . . . . 0 2 = 0.0 ______ Allow Soil Pressure Qa 1.5 ksf 3 .. . o 2 0.0 Dist btwn. Ft. and Lo. gb. 1 0.5 ft 4 . 0 2 0.0 5 . 0 2 = 0.0 Gradebeam Geometiy . Mot = 182.0 factor = 0.7 Thick. Width I Length of Weill Ext. each end ASCE7-1 0 Section 12.13.4 factor = 0.75 1.1 .. . 9 .. 3 . OK 0.98 Mot I 95.551 k-ft Total gradebeam length I 15 Ift A ftg 75 ftA2 ___________ Sftg 187.5 ftA3 Gradebeam Dead Load . 21 kips (including soil above) Factor 0.6 ______ Factored DL fig. 12.6 kips 4.5 It (front Point 1) Factored Load I D Lr L tribi ti1b2 0 Lr L W1,1 176 105 . . 1 9 = 1584 945 0 W1 !2 9 = 0 0 0 WI,3 .: . 9 = 0 0 0 W114 . 9 = 0 0 0 Wi = 1584 945 0 factor = 0.80 0.00 0.00 Wul = 950 0 0 = 1.0 kips Location = 1 4.5 ft (from Point 1) Factored Load 2 0 Lr L tnbl tiib2 D Lr L W2,1 4340: 3600 1 1. W2,2 . __. . . ,.. ;.• = ___________________ W2.3 W2.4 W2 = 4340 3600 0 = 7940 factor 0.80 0.00 0.00 Wu2 = 2604 0 ___ 0 = I 2.6041 Location = 0 ft (from Point 1) Factored Load 0 Lr L Itibi trib2 0 Lr L 4340 3600 0 to 0 0 10 0 0 100 0 3000 140001 0 .1-01 0 0 0 1 0 0 0 1 0 1 0 W3 = 3000 4000 0 = 7000 factor 0.60 0.00 0.00 ______ WO= 1800 0 0 = 1.8 Location = 5.5 ft (from Point 1) Results Ptotal = 18 kips MoT = 96 k-ft MR 125 k-ft 125 - 96 = 18.0 q = 1.47 ksf 1.63 ft x 3 = Qa = 4.88 It Therefore .......... Triangular Soils Distribution 1.5 ksf OK 0.98 USE 5 FT. WIDE x 18 IN. THICK x 15.00 FT. LONGG.B. CASTILLO ENS INEERING,INC 51 CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201, LONG BEACH, CA 90813 TEL: 714-725-8320 FAX: 562-961-5700 ENGR. DATE PROJECT J08 NO. SHT. rE-12 cc 5)ES(6 rJ '*-i) '7-) 6u," -z cry,r,j-77.) P4-cm fl. IAJ /w"_., p,,s o-c-r#i1y FXi'/4F Mrr OA ,4c4 vs Is 4eriq-ii mp IC. 44f1 29EV pe 441. 3O VM z: L2L" 9 , WWW.CASTILLDENcINEERING .COM CASTILLO ENGINEERING,INC 52 CIVIL & STRUCTURAL ENGINEERS 1205 PINE AVENUE, SUITE 201, LONG BEACH, CA 90813 TEL: 714-725-8320 FAX: 562-91-5700 ENGR. DATE PROJECT JOB NO. SHT. 7?'l C T . f. £ ,, 2 I) — 4 9('ox/e)/ /2- 91) 4if 7 fr - ,7c tie ,o •C ) (; - -' 2' 6 o opt 2 l 7 /o7 (zg) 5-e )Aer c-' ".& N1 s c_f T 1 #d)7'c V,(lrfT LC WWW.CASTILLDENI3INEERING.d0M A9TILLO ENGINEERING,INC CIVIL & STRUCTURAL ENGINEERS 53 1205 PINE AVENUE, SUITE 201, LONG BEACH, CA 90813 TEL: 714-725-8320 FAX: 562-961-5900 ENGR. DATE PROJECT JOB NO. SHT. ,-z_ A ¶ L L.. -c~' WWW.CASrtLLOENGINEERING.COM mi lIUiiEIIii 54 II I I •1 I I 53 r cdILING ELEMN1T M .T350 L45 EAC1-I 4-" A Th4RD. AWCWORj \ (4OTh4ER5) SIOE I I I _______ L (T1•UNISTRUT ilØØø 103 SC)q SCREW I. I (E)ROOFi TUS 5H 'SIDE I5TUT 'PIØø' blk APPROVE EQ. WOO CREII&/FANEL W/ MFRJ TYP. HUNG CEILING ELEMENT SUPPORT DETAIL v cu w iii %1 0 tux aix LL --' cn 3 '-. ••Z 'I- W Z --w = - _ ). LLL LLM LLK- ASTILLO ENGINEERING,INC CIVIL & STRUCTURAL ENGINEERS 56 1205 FINE AVENUE, SUITE 201, LONG BEACH, 0A90813 TEL: 714-725-8320 FAX: 562-961-5700 ENGR. DATE PROJECT JOB NO. e(t, 1-40 p /~ '- r L' ~ C, 'r ro W-a- -r +- 4 r- (4 0-n -q-6 %'v 4. SHT. - - I _Ucr- iir M IC - S .Oti M Tl- i 4 -' c Lic,yvtur N St c 25 ii ?_ E )-c-t+ D '-• T-u c WWW.CASrILLOENBINEEPINQ.COM 2 2 P1000: ...-i 36" 41.3 W 36"222 23.3 .711V 0 9r41.3 LUi18 i! 2 2 Pierc ic Channels are found on pages.60 and 61. Weight: 190 Lbs/C Ft (283 kg/100 m) P1001 3 Weight: 380 Lbs/C Ft (566 ki100 m) BEAM LOAD* 3500 3000°L. •..4 2500 . . ei000 2000 I 1 oP10O1 ,soo :_Ti:'.1.k..,L4 .1..............I; 1000 500 0 24 36 48 60 72 84 96 108 120 132 144 156 168 180 192 204 216 2218.240 "Maxirnumallowable uniform load SPAN (in) . Channel Weight Allowable Moment Material Thickness Standard Lengths Finishes Other Materials em , In mm 10' 20' - PL GR HG PG SS EA P1000 1.90 2.8 5.080 570 .105 21 P1001 3.80 5.7 14,390 1630 .105 . 2.7 - • • -_. Nominal thickness ofl2gagestrip steel is.105inches. - - CASTILLO ENGINEERING INC 1205 Pine Avenue, Suite 201 58 Long Beach, CA 90813 Anchor Tensile Capacity Diameter= Gross Area A= Eff. Area A= Material Type Tensile Strength F= im "ho 0.049 in 2 0.032 in 2 p ASTMA36I Threaded Rod 58 ksi 1.9 kips 0.75 2.0 0e 1.4 Ikips (Strength Level) Rn/Q= I 0.9 Ikips (Allowable Stress Level) USE: 1/4 in Diameter Threaded Rod ASTM A36 Thread length ng-Drive SOS Heavy-Duty Connector Screw Type-17 point reduces installation torque and makes driving easier ,Stnscn stroag-TIO , Wood constructiolj Strong-Dr ' .iHEAVY-DUTY CONNECTO;i-w Structural Fastener The Simpson Strong-Tie Strong-Drive SDS Heavy-Duty Connector screw is a W-diameter structural wood screw ideal for various connector installations as well as wood-to-wood applications. It installs with no prednlkng and has been extensively tested in various applications. The SOS Heavy-Duty Connector screw is improved with an easy-driving Type-li point and a corrosion resistant double-barrier coating. For more information about package quantities, visit st,ongtie.com. Features: The Type-17 point reduces installation torque and makes driving easier with no predrilling and minimal wood splitting. Available with a double-barrier coating or in Type 316 stainless steel. Carbon steel loads apply to corresponding stainless-steel models. W hex washer head is stamped with the No-Equal sign and fastener length for easy identification after installation. a For the W hex-head driver bit, order model no. B1THEXR38-134. Material Heat-treated carbon steel. Type 316 stainless steel Finish: Double barrier (all lengths): Type 316 stainless steel (1116' thru 31k* lengths) Codes: See p.12 for Code Reference Key Chart Identi1ficatlifift an all SDS screw heads Length ir-i _These products are available with additional corrosion __ For stainless-steel lxotecton. For more intcxmalon, see p.15. ' fasteners, see p.21. Strong-Drive ® SDS Heavy-Duty Connector Screw 1 Model r; - (In) P CW1Ofla DFISP Allowable ,Loads (lb )4 SPF!NF Mewable Loads (lb >4 - code Shear (100) Weed Side Plate' Steel Side Plate Wmawar (100) Shear:(100)withdrewelp (100) Wood Side Plate'1 Steel side Plate 1W SCL IS 14 Vi. and 12 ga. 10 Vi or Greater Wood et Steel Side ' SPFLVL 16 as,or 14 ga and 129a. tOga. Greater Wood or Steel Side Plate S8S25112 '4x1¼ I 1,500 - - 250 250 250 170 - 180 180 180 120 80825200%x2 1¼ 1,300 -. - 250 290 290 2T5" -•- - 180 210 210 150 30S25212 ¼x2½ 1½ 1,100 190 - 250 390 420 255 135 - 180 280 300 180 S8S25300 16x3 2 950 280 - 250 420 420 345 200 - 180 300 300 240 38S25312 ¼x3½ 234 900 340 340 250 420 420 385 245 245 180 300 300 270 FL, LA 80825412 ¼x4t4 244 800 350 340 250 420 420 475 250 245 180 300 300 330 S8S25500 ¼ x 2% 500 350 340 250 420 420 475 250 245 180 300 300 330 S0825600 ½ x6 3¼ 600 350 340 250 420 420 560 250 245 180 300 300 395 50325800 1 t/5 314 400 350 340 250 420 420 560 250 245 188 300 300 395 Screws may be pravided with the 4CLJT or Type-17 point. Strong-Drive"" SOS Messy-Duty Connector screws install best using a low-speed W di4 with a hex-head diver. Shear values are valid for connections between two members with full thread penetration into the main member. For other wood side plate values, LA see Fastwikrg Systems catalog (C-F-2017) at stmngtie.cani 0) 4. Allowable loads are shown at a wood load duration factor of Co=1.0. Loads may be increased for load duration per the building code up to a CD = 1.6. Tabulated vakies must be multiplied by all applicable NOS adjustment factors. 5. Withdrawal loads shown are in pounds (lb.) and are based on penetration of the screw's entire threaded section into the man member. If thread to penetration into the man member is less than the Thread Length as shown in the table for OF/SR reduce allowable flied by 172 lb/n. at thread not U. in main member. Use 121 Ibid. for SPFIHE 8. Fasteners per Carton represents the quantity of screws that are available in bulk packaging. Screws are also available in mini-bulk and retail packs. Refer to Simpson Strong Tie Fastening Systems catalog (C-F-2017) at strengtle.com. LSL wood-to-wood applications that rewire 4W, 5, 6 or 8' SOS Heavy-Duty Connector screws are limited to in o-dryuse only. Where predilting is required for Strong-Drives SOS Heavy Duty Connector screws. predill diameter Is W. kanimum spacing, edge, and end distance requirements are listed in ICC-ES ESR-2236. For smaller spacing, please contact Simpson Strong-Tie Engineering. 34