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2906 CARLSBAD BLVD; ; CBC2019-0250; Permit
Building Permit Finaled ('City of Carlsbad Commercial Permit Print Date: 06/04/2020 Job Address: 2906 Carlsbad Blvd Permit Type: BLDG-Commercial Parcel No: 2031740100 Valuation: $29,227.00 Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Permit No: CBC2019-0250 Work class: Addition Status: Closed - Finaled Lot #: Applied: 05/28/2019 Reference #: Issued: 11/20/2019 Construction Type: PermitFinal Close Out: Bathrooms: Inspector: PBurn Orig. Plan Check It: Final Plan Check #: Inspection: 06/04/2020 Description: WITCH CREEK WINERY - GOURMET STRAWBERRY SHACK: 220 SF ADDITION ON PATIO (NO GRADING) Applicant: Owner: WITCH CREEK WINERY TRUST MEZRAHI FAMILY MAYUR PAVAGADHI Po Box 2399 RANCHO MIRAGE, CA 92270 760-729-7377 FEE AMOUNT BUILDING PERMIT FEE ($2000+) $278.00 BUILDING PLAN CHECK FEE (BLDG) $194.60 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $43.00 FIRE A-2 & A-3 Occupancies - New $814.00 MANUAL BLDG PLAN CHECK FEE $300.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $45.00 PUBLIC FACILITIES FEES - outside CFD $1,022.94 SB1473 GREEN BUILDING STATE STANDARDS FEE $2.00 SEWER CONNECTION FEE (General Capacity all areas) $137.48 STRONG MOTION-COMMERCIAL $8.18 TRAFFIC IMPACT CQmmercial-Industrial Outside CFD $1,377.00 Total Fees: $4,222.20 Total Payments To Date: $4,222.20 Balance Due: $0.00 Please take NOTICE that approval of your project includesthe "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 Mth,ager 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 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov Page 1 of 1 (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan CheckC/ill 3O11- t5 Est. Value S? -OO PC Deposit Date _ici Job Address 21 b 16.(k j),5 7' )tl 4i Suite: - APN: '2.D2, (7 0 Tenant Name: II..4 (%((1_ F cr/Project#: Lot #: Occupancy: Construction Type? 1'?4—.--Fire Sprinklers: yes / r\ Air Conditioning: yes / r - L'cL BRIEF DESCRIPTION OF WORK: E1 Addition/New: if..i . New SF and Use, - 2..tm New SF and Use, Deck SF, - Patio Cover SF (not including flatwork) El Tenant Improvement: SF, Existing Use Proposed Use SF, Existing Use Proposed Use J Pool/Spa: SF Additional Gas or Electrical Features? El Solar: KW, Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No El Plumbing/Mechanical/Electrical Only: El Other: APPLICANT (PRIMARY) ' PROPERTY OWNER Name:41tJ%JO -' 6yAiq Name:. Address: 24 7 12, &',_ fr' S fr Address: State: -CA- Zip: ? 7- 'City: State: Zip: Phone: 7b •,ti Phone:_______________________________ Email: Al 4 vuuc P'9o4-(S,5#3D. C7flBmail: DESIGN PROFESSIONAL CONTRACTO BUSI ES S Name: Name: Address: UJ Address: City: State:Zip: City: State: Zip: Phone: Phone: Email: Email: Architect State License: State License: 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 {$5001). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingccarlsbadca.gov B-2 • Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: / hearby affirm under penalty of perjury one of the following declarations: ci I have and will maintain a certificate of consent to self-insure or workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. / ( C3 have and will maintain worker's compensation, as requirelby 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: Policy No. Expiration Date: ci Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: LIJAGENT DATE: (OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that! am exempt from Contractor's License Law for the following reason: 13 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). ci I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). ci I am exempt under Section usiness and Professions Code for this reason: I personally plan to provide the major la rand m erials for construction of the proposed property improvement. ci Yes ci No I (have I have not) signed an application or a buildi permit for the proposed work. I have contracted with the following pe on (firm) to rovide theing oposed construction (include name address/ phone/ contractors' license number): I plan to provide portions of the w , I have hir the foil person to coordinate, supervise and provide the major work (include name / address I phone / contractors' license number): * S. I will provide some of the work, ut e ontra . the following persons to provide the work indicated (include name / address / hone / t,ype of work): OWNER SIGNATURE: I IAGENT DATE: 0 I CONSTRUCTION LENDING AGEN IF ANY: I hereby affirm that there is a construction I d g a ency fo e 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 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 0 DIO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? ci Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 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 propertyfor inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARISBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINSTSAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is reqked4qr excavations over5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building C by such permit is not commenced within 180 days after the work is commenced for a period of 180 d APPLICANT SIGNATURE: of this Code shall expire by limitation and become null and void if the building or work authorized 7.1 if the building or work authorized by such permit is suspended or abandoned at any time lding Cod DATE: (e). ! -' 1' 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingcCarIsbadca.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 05/28/2019 Owner: TRUST MEZRAHI FAMILY Work Class: Addition Issue Date: 11/20/2019 Subdivision: CARLSBAD LANDS Status: Closed - Finaled Expiration Date: 05/11/2021 Address: 2906 CARLSBAD BLVD lVR Number: 19323 CARLSBAD, CA 92008-2903 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 05/06/2020 05/06/2020 BLDG-16 Insulation 126672.2020 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05111/2020 05111/2020 BLDG-17 Interior 127129.2020 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05128/2020 05/28/2020 BLDG-Final Inspection 128692.2020 Failed Paul Burnette 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 No 06/04/2020 06/04/2020 BLDG-Final Inspection 129306.2020 Passed Paul Burnette 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, June 4, 2020 Page 2 of 2 ("City of Building Permit Inspection History Finaled Carlsbad Permit Type: BLDG-Commercial Application Date: 05/28/2019 Owner: TRUST MEZRAHI FAMILY Work Class: Addition Issue Date: 11/20/2019 Subdivision: CARLSBAD LANDS Status: Closed - Finaled Expiration Date: IVR Number: 05/11/2021 19323 Address: 2906 CARLSBAD BLVD CARLSBAD, CA 92008-2903 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 03/0312020 03/03/2020 BLDG-11 121163-2020 Passed Paul Burnette Complete FoundationlFtglPiers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/10/2020 03/10/2020 BLDG-13 Shear 121895-2020 Partial Pass Chris Renfro Reinspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass on shear wall 9 foot tall Yes section only. OK to wrap and install cement siding. Call for remaining sheer walls when complete. BLDG-17 Interior 121894-2020 Failed Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 0311812020 0311812020 BLDG-13 Shear 122679-2020 Partial Pass Chris Renfro Reinspection Incomplete Panels1HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass on shear wall, front and Yes backsides pending 03/3112020 03131/2020 BLDG-14 123674-2020 Passed Paul Burnette Complete Frame/Steel/Bolting/We Iding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/01/2020 05/01/2020 BLDG-13 Shear 126277-2020 Passed Chris Renfro Complete Panels1HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-84 Rough 126378-2020 Passed Chris Renfro Complete Combo(14,24,34,44) Thursday, June 4, 2020 Page 1 of 2 EsG11 A SAFEbuittCompany DATE: October 29, 2019 U APPLICANT U JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0250 SET: IV PROJECT ADDRESS: 2906 Carlsbad Blvd. PROJECT NAME: Carlsbad Gourmet Strawberry Shack 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Mayur Pavagandi 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: Mayur Pavagandi I9bYTc2 C_EMAR~K—S: ail Telephone Fa In Person iIpsheets provided.. Telephone #: 760-500-0300 Email: mayur@PaonCarlsbad.com By: Kurt Culver, S.E. Enclosures: EsGil 10/23/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC20 19-0250 October 29, 2019 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 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. - - - - - - - -.--- - - DO NOT SUBMIT SLIP SHEETS NEXT TIME1 -- PROVIDE COMPLETE SETS!: ALSO, DO NOT RESUBMIT UNLESS YOU ALSO PROVIDE WRITTEN RESPONSES TO EACH OF THE ITEMS BELOW. PLANS 2. Alf sheets of the plans are required to be signed by the licensed designer responsible for the plan preparation. California State Law. 7. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: The eaves are too close to the south property line. THE EAVES AT THE EAST AND WEST SIDES TOUCH THE SOUTH PROPERTY LINE. THEY MUST BE CUT BACK. WHETHER THE EAVES ARE STUCCOED OR NOT, THEY ARE SIMPLY TOO CLOSE TO THE SIDE PROPERTY LINE. Carlsbad CBC20 19-0250 October 29, 2019 ACCESSIBILITY 12. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. WE DIDN'T RECEIVE A RESPONSE TO ANY OF THE ITEMS FROM THE SEPARATE LIST. THEY ALL REMAIN OUTSTANDING. PLEASE SEE THE ATTACHED LIST FOR REMAINING ITEMS. STRUCTURAL Provide vertical and lateral load calculations. Section 107.2. THE LENGTHS/LOCATIONS OF THE SHEAR WALLS ON SI.0 COMPLETELY CONFLICT WITH SHEET A-2. PLEASE RESOLVE. THE 9' SHEAR WALL SPECIFIED ON S-3 AT THE EAST SIDE CAN'T BE ACCOMMODATED ON SHEET Al.O. ADDITIONAL Provide basic plumbing and electrical plans (showing materials to be used, slopes, sizes, etc.). Additional corrections will follow. NOW THAT MEP PLANS HAVE BEEN PROVIDED, PLEASE SEE THE ATTACHED LIST OF CORRECTIONS (BELOW). To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No NEW PLANS HAVE BEEN PROVIDED BY NEW DESIGNERS. THE FOLLOWING ITEMS APPLY. THERE IS A NOTE ON SHEET AO.1 CALLING FOR NONCOMBUSTIBLE CONSTRUCTION, BUT WOOD FRAMING IS SPECIFIED. PLEASE EXPLAIN. THIS IS ALSO SHOWN AT C/Al .O,E TC. ALSO, THE NOTE THERE CALLS FOR 4X6 STUDS?? THE MATERIAL SCHEDULE ON SHEET AI.O CONFLICTS WITH THE STRUCTURAL PLANS IN MANY AREAS. PLEASE RVISE. SHOW ON SHEET A1.0 WHERE NOTE 10 FROM THE MATERIAL SCHEDULE APPLIES. Carlsbad CBC2019-0250 October 29, 2019 29. 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 Kurt Culver, S.E. at Esgil. Thank you. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss ROTE UI updated plumbrng uid wiih uuaI ornI "Jrnents treboIF PLUMBING (2016 CALIFORNIA PLUMBING CODE) The floor plan on sheet MPO.1 is missing walls. Please correct. Please provide documentation from the City of Carlsbad allowing the adjacent building's restroom to constitute as the required public toilet facilities for employees and customers that are required to have a maximum distance not to exceed 500'. IToilet facilities for employees and customers are required to have a maximum distance not to exceed 500'. Either provide a site plan that shows public restrooms within 500' or provide toilet facilities and calculations to show compliance with CPC 422.0 and Table 422.1 "Minimum Plumbing Facilities" using the occupant load CPC Table "A". Please include the occupancy classification and the number of occupants. No plumbing site plan was provided. I Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems No civil sheets were provided. I If the Building Department is responsible for the installation of the private (civil) site utility systems, then provide complete on- site plumbing construction drawings for the private site water system and private site sewer and storm waste systems. Please provide private building sewer and storm water profile drawings. CPC Chapter 7, Part 2 A typical note will not suffice, please provide a civil utility plan that shows the finished floor level of the shack and the rim elevation of the upstream manhole. I For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0 Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. 6. If gutters are proposed, please show the gutters routing and termination location within the plans. I Sheet A-I shows the proposed building between x2 Carlsbad CBC20 19-0250 October 29, 2019 adjacent existing buildings.. Include the main and overflow roof drainage design calculations: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. CPC 1106.0. 7. Information regarding the water heater WH-1 has been removed from the plans. Provide the following information concerning the water heater: Show water heater type, size, and location on plans. CPC 501.0 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 Provide combustion air design: Show opening sizes and routing of ducts. CPC 506.0 Detail the water heater vnt installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). CPC 509.0 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 8. The information regarding the mini spilt system (make, model etc.) was removed from the plans. Please provide within the plans. I Please provide the MECH-3-C forms showing the required mechanical ventilation rates for the new or revised conditioned spaces. Coordinate the mechanical and the Title 24 outside air design. Title 24 121(b) 2 & (d). 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. ELECTRICAL, and ENERGY COMMENTS Carlsbad CBC20 19-0250 October 29, 2019 WE DID N? RECEIVE ANYTENAN ERSTO THE LLOWING ITEMS. SO THEY ALL REMAIN OUTSTANDING PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) Please provide completed electrical lighting and power design. Plans to be signed and stamped by the licensed design professional per the business and professions code. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) Provide completed energy compliance forms and design the required mandatory lighting, plumbing and mechanical features as described under CEC under sub chapter 2. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti 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. Carlsbad CBC20 19-02 50 October 29, 2019 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2016 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Restroom facilities must be provided for the employees, and the plans must show that those [existing] restrooms comply with current Title 24 disabled access requirements. & THE RAMP LEADING FROM DOOR 'A' DOES NOT COMPLY WITH TITLE 24. SHOW HANDRAILS, 4' WIDTH. ETC. B. ALSO, THE SLIP-SHEETED PLANS YOU PROVIDED SEEM TO SHOW AN EXISTING RAMP OVER BY THE EXISTING BUILDING. PROVIDE COMPLETE INFORMATION TO SHOW THAT RAMP COMPLIES. C. THERE IS NOT ENOUGH INFORMATION ON THE PLANS FOR ME TO TELL WHETHER OR NOT THE EXISTING RESTROOM COMPLIES WITH TITLE 24. 5. The tops of counters shall be 34" maximum above the floor. Section 11 B-904. This applies to the serving window. THE "K" SHEETS IN THE PLANS CONTAIN CONFLICTING COUNTER HEIGHTS. End V EsGil A SAFEbuittCompany DATE: August 22, 2019 U APPLICANT U JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0250 SET: III PROJECT ADDRESS: 2906 Carlsbad Blvd. PROJECT NAME: Carlsbad Gourmet Strawberry Shack 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Mayur Pavagandi 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: Mayur Pavagandi Telephone #: 760-500-0300 Date contacted: (by: ) Email: mayur©PaonCarlsbad.com Mail Telephone Fax In Person REMARKS I New design team dditionat plan check fees are due 2. Slip-sheets submitted on 8/15/19. By: Kurt Culver, S.E. Enclosures: EsGil 8/14/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC20 19-0250 August 22, 2019 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current 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. PLANS 2. P11 sheets of the plans are required to be signed by the licensed designer responsible for the plan preparation. California State Law. 7. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: The eaves are too close to the south property line. THE EAVES AT THE EAST AND WEST SIDES TOUCH THE SOUTH PROPERTY LINE. THEY MUST BE CUT BACK. WHETHER THE EAVES ARE STUCCOED OR NOT, THEY ARE SIMPLY TOO CLOSE TO THE SIDE PROPERTY LINE. ACCESSIBILITY 12. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. WE DIDN'T RECEIVE A RESPONSE TO ANY OF THE ITEMS FROM THE SEPARATE LIST. THEY ALL REMAIN OUTSTANDING. PLEASE SEE THE ATTACHED LIST FOR REMAINING ITEMS. KE Carlsbad CBC20 19-0250 August 22, 2019 STRUCTURAL 25. Provide vertical and lateral load calculations. Section 107.2. THE LENGTHS/LOCATIONS OF THE SHEAR WALLS ON SI.0 COMPLETELY CONFLICT WITH SHEET A-2. PLEASE RESOLVE. THE 9' SHEAR WALL SPECIFIED ON S-3 AT THE EAST SIDE CAN'T BE ACCOMMODATED ON SHEET Al.O. ADDITIONAL 26. Provide basic plumbing and electrical plans (showing materials to be used, slopes, sizes, etc.). Additional corrections will follow. NOW THAT MEP PLANS HAVE BEEN PROVIDED, PLEASE SEE THE ATTACHED LIST OF CORRECTIONS (BELOW). 27. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 28. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No ri Y. A!SOPAY ADDITIONAIPLAN THERE IS A NOTE ON SHEET AO.l CALLING FOR NONCOMBUSTIBLE CONSTRUCTION, BUT WOOD FRAMING IS SPECIFIED. PLEASE EXPLAIN. THIS IS ALSO SHOWN AT CIAI.01 E TC. ALSO, THE NOTE THERE CALLS FOR 4X6 STUDS?? THE MATERIAL SCHEDULE ON SHEET A1.0 CONFLICTS WITH THE STRUCTURAL PLANS IN MANY AREAS. PLEASE RVISE. SHOW ON SHEET AI.0 WHERE NOTE 10 FROM THE MATERIAL SCHEDULE APPLIES. 29. 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 Kurt Culver, S.E. at Esgil. Thank you. Carlsbad CBC20 19-0250 August 22, 2019 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss QTE All updated p1utnbinguTd niehañica1 comments aebo1de4 PLUMBING (2016 CALIFORNIA PLUMBING CODE) The floor plan on sheet MPO.1 is missing walls. Please correct Please provide documentation from the City of Carlsbad allowing the adjacent building's restroom to constitute as the required public toilet facilities for employees and customers that are required to have a maximum distance not to exceed 500'. IToilet facilities for employees and customers are required to have a maximum distance not to exceed 500'. Either provide a site plan that shows public restrooms within 500' or provide toilet facilities and calculations to show compliance with CPC 422.0 and Table 422.1 "Minimum Plumbing Facilities" using the occupant load CPC Table "A". Please include the occupancy classification and the number of occupants. No plumbing site plan was provided. I Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems No civil sheets were provided. I If the Building Department is responsible for the installation of the private (civil) site utility systems, then provide complete on- site plumbing construction drawings for the private site water system and private site sewer and storm waste systems. Please provide private building sewer and storm water profile drawings. CPC Chapter 7, Part 2 A typical note will not suffice, please provide a civil utility plan that shows the finished floor level of the shack and the rim elevation of the upstream manhole. I For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0 Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. If gutters are proposed, please show the gutters routing and termination location within the plans. I Sheet A-I shows the proposed building between x2 adjacent existing buildings. Include the main and overflow roof drainage design calculations: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. CPC 1106.0. Information regarding the water heater WH-1 has been removed from the plans. Provide the following information concerning the water heater: 9 Show water heater type, size, and location on plans. CPC 501.0 Carlsbad CBC20 19-0250 August 22, 2019 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 Provide combustion air design: Show opening sizes and routing of ducts. CPC 506.0 Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). CPC 509.0 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 8. The information regarding the mini spilt system (make, model etc.) was removed from the plans. Please provide within the plans. I Please provide the MECH-3-C forms showing the required mechanical ventilation rates for the new or revised conditioned spaces. Coordinate the mechanical and the Title 24 outside air design. Title 24 121(b) 2 & (d). 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. ELECTRICAL, and ENERGY COMMENTS Carlsbad CBC20 19-0250 PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) Please provide completed electrical lighting and power design. Plans to be signed and stamped by the licensed design professional per the business and professions code. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) Provide completed energy compliance forms and design the required mandatory lighting, plumbing and mechanical features as 'described under CEC under sub chapter 2. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti 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. Carlsbad CBC20 19-02 50 August 22, 2019 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2016 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Restroom facilities must be provided for the employees, and the plans must show that those [existing] restrooms comply with current Title 24 disabled access requirements. A. THE RAMP LEADING FROM DOOR 'A' DOES NOT COMPLY WITH TITLE 24. SHOW HANDRAILS, 4' WIDTH, ETC. B. ALSO, THE SLIP-SHEETED PLANS YOU PROVIDED SEEM TO SHOW AN EXISTING RAMP OVER BY THE EXISTING BUILDING. PROVIDE COMPLETE INFORMATION TO SHOW THAT RAMP COMPLIES. C. THERE IS NOT ENOUGH INFORMATION ON THE PLANS FOR ME TO TELL WHETHER OR NOT THE EXISTING RESTROOM COMPLIES WITH TITLE 24. 5. The tops of counters shall be 34" maximum above the floor. Section 11 B-904. This applies to the serving window. THE "K" SHEETS IN THE PLANS CONTAIN CONFLICTING COUNTER HEIGHTS. End Carlsbad CBC20 19-0250 August 22, 2019 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0250 PREPARED BY: Kurt Culver, S.E. DATE: August 22, 2019 BUILDING ADDRESS: 2906 Carlsbad Blvd. BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION (Sq. Ft.) Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance . inn-, I mr n. fl....:... ,. r .... ..-. ----- - 1997 UBC Plan Check Fee Type of Review: El j Repetitive Fee Repeats * Based on hourly rate Complete Review E Other Hourly EsGil Fee Structural Only 2 Hrs.@* $120.00 $240.001 Comments: New designers. 1 EsGil A SAFEbuit(Company DATE: June 28, 2019 JURISDICTION: Carlsbad U APPLICANT U JURIS. PLAN CHECK #.: CBC2019-0250 PROJECT ADDRESS: 2906 Carlsbad Blvd. SET: II PROJECT NAME: Carlsbad Gourmet Strawberry Shack 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Mayur Pavagandi 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: Mayur Pavagandi Telephone #: 760-500-0300 Date contacted: (by: ) Email: mayurPaonCarlsbad.com Mail Telephone Fax In Person REMARKS: Replacement set submitted on 6/25/19. By: Kurt Culver, S.E. Enclosures: EsGil 6/20/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC20 19-0250 June 28, 2019 NOTE: The items listed below are from the previous correction list These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 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. PLANS 2. Ji sheets of the plans are required to be signed by the licensed designer responsible for the plan preparation. California State Law. 4. Please clarify on the plans the uses that will occur within the building, specify all equipment, etc. A complete plan review cannot be completed until then. Sec. 107.2. TIE ALL THE KEY NOTES ON SHEET A-2 TO THE FLOOR PLAN. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: The eaves are too close to the south property line. THE EAVES AT THE EAST AND WEST SIDES TOUCH THE SOUTH PROPERTY LINE. THEY MUST BE CUT BACK. Combustible projections located less than 5' from a property line shall be 1-hour fire-resistance-rated construction or heavy timber construction. Section 705.2.3. THE EAVES MUST BE STUCCOED, OR EQUIVALENT. WHERE IS THIS SHOWN ON THE PLANS? 10. Specify roof slope on the plans. WHERE IS THIS SHOWN? Carlsbad CBC20 19-0250 June 28, 2019 ACCESSIBILITY 12. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. WE DIDN'T RECEIVE A RESPONSE TO ANY OF THE ITEMS FROM THE SEPARATE LIST. THEY ALL REMAIN OUTSTANDING. STRUCTURAL Provide roof framing plan. Section 107.2. PLEASE SHOW A SHEAR TRANSFER DETAIL AT THE ROOF-TO-WALL CONDITION. Provide vertical and lateral load calculations. Section 107.2. THE LENGTHSILOCATIONS OF THE SHEAR WALLS ON SI.O COMPLETELY CONFLICT WITH SHEET A-2. PLEASE RESOLVE. ADDITIONAL Provide basic plumbing and electrical plans (showing materials to be used, slopes, sizes, etc.). Additional corrections will follow. NOW THAT MEP PLANS HAVE BEEN PROVIDED, PLEASE SEE THE ATTACHED LIST OF CORRECTIONS (BELOW). To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver, S.E. at Esgil. Thank you. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss PLUMBING (2016 CALIFORNIA PLUMBING CODE) 1. 2" waste vents are required to have a minimum of a 2% slope. Please correct sheet MPI.0. CPC 708.1 Carlsbad CBC20 19-0250 June 28, 2019 Toilet facilities for employees and customers are required to have a maximum distance not to exceed 500'. Either provide a site plan that shows public restrooms within 500' or provide toilet facilities and calculations to show compliance with CPC 422.0 and Table 422.1 "Minimum Plumbing Facilities" using the occupant load CPC Table "A". Please include the occupancy classification and the number of occupants. Please provide additional cleanouts that comply with CPC 707.4: Cleanout at the upper most terminal for each horizontal waste line Provide a clean out with the aggregate change of direction exceeds 135 degrees (i.e. x2 90-degree elbows exceed this requirement.) Please state on sheet MPO.1 please state the materials proposed for the vents, waste lines, and storm water lines that comply with CPC. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems If the Building Department is responsible for the installation of the private (civil) site utility systems, then provide complete on-site plumbing construction drawings for the private site water system and private site sewer and storm waste systems. Please provide private building sewer and storm water profile drawings. CPC Chapter 7, Part 2 For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0 Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. 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 'A'. 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 Sheet A-I shows the proposed building between x2 adjacent existing buildings. Include the main and overflow roof drainage design calculations: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. CPC 1106.0. See CPC Table 110 1. 12 for sizing roof drains, leaders and vertical stormwater piping. See Table 1101.8 for sizing horizontal storm water piping. Air-conditioning condensate waste cannot connect directly to building drainage piping as shown in plumbing plans. Please correct. CPC 814.5. Note: See CPC 814.6 for allowable connections. Carlsbad CBC20 19-0250 June 28, 2019 All domestic hot water piping to have the following minimum insulation installed: /2" pipe (1/2" insulation); 3/4" pipe (1" insulation); 1"-1 %" pipe (1 1/21' insulation). CPC 609.11 & ES 150.00) MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Please provide the MECH-3-C forms showing the required mechanical ventilation rates for the new or revised conditioned spaces. Coordinate the mechanical and the Title 24 outside air design. Title 24 121(b) 2 & (d). 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. ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) Please provide completed electrical lighting and power design. Plans to be signed and stamped by the licensed design professional per the business and professions code. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) Provide completed energy compliance forms and design the required mandatory lighting, plumbing and mechanical features as described under CEC under sub chapter 2. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti 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. Carlsbad CBC20 19-0250 June 28, 2019 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2016 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Restroom facilities must be provided for the employees, and the plans must show that those [existing] restrooms comply with current Title 24 disabled access requirements. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be /2" lower than the doorway threshold, per Section 11 B- 404.2.5. 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. Show or note that the maximum effort to operate doors shall not exceed 5 pounds, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 11 B-404.2.9. The tops of counters shall be 34" maximum above the floor. Section 11 B-904. This applies to the serving window. End EsGilV/0 A SAFEbuiltCompany DATE: June 6, 2019 JURISDICTION: Carlsbad APPLICANT U JURIS. PLAN CHECK#.: (€BC2O190250. PROJECT ADDRESS: 2906 Carlsbad Blvd. PROJECT NAME: Carlsbad Gourmet Strawberry Shack El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El 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. El 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: Mayur Pavagandi 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: Mayur Pavaghdi Telephone #: 760-500-0300 Date contacted: (by:Z') Email: mayur@PaonCarlsbad.com eMaiI'J Telephone~ tU Fax In Person REMARKS: Incomplete plans. By: Kurt Culver, S.E. Enclosures: EsGil 5/31/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC20 19-0250 June 6, 2019 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK#.: CBC2019-0250 OCCUPANCY: B TYPE OF CONSTRUCTION: V-B ALLOWABLE FLOOR AREA: OK JURISDICTION: Carlsbad USE: Food/Drink Preparation and Distribution? ACTUAL AREA: 262 STORIES: 1 HEIGHT: -9' SPRINKLERS?: No REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 5/28/19 DATE INITIAL PLAN REVIEW COMPLETED: June 6, 2019 OCCUPANT LOAD: -2 DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/31/19 PLAN REVIEWER: Kurt Culver, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC2019-0250 June 6, 2019 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. PLANS 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Classification (Change this to "B," not "A2") Stories Height Floor Area Occupant Load Please clarify on the plans the uses that will occur within the building, specify all equipment, etc. A complete plan review cannot be completed until then. Sec. 107.2. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. The following specific area(s) should be addressed: a) The south wall. Carlsbad CBC20 19-0250 June 6, 2019 7. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: a) The eaves are too close to the south property line. FIRE SEPARATION MINIMUM DISTANCE FROM DISTANCE LINE (FSD) USED TO DETERMINE FSD 0 feet to less than 2 feet Projections not permitted 8. Combustible projections located less than 5' from a property line shall be 1-hour fire-resistance-rated construction or heavy timber construction. Section 705.2.3. 9. A Class A roof covering is required, per city ordinance. 10. Specify roof slope on the plans. 11. Specify on the plans the following information for the roof materials, per Section 1506.3: Manufacturer's name and product name/number. ICC approval number, or equal. ACCESSIBILITY 12. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. 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 only to newly constructed buildings. CGC 101.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 13. 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. 14. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. Carlsbad CBC20 19-0250 June 6, 2019 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. 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. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. STRUCTURAL Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. Section 107.2. Provide roof framing plan. Section 107.2. Provide vertical and lateral load calculations. Section 107.2. Carlsbad CBC20 19-0250 June 6, 2019 ADDITIONAL Provide basic plumbing and electrical plans (showing materials to be used, slopes, sizes, etc.). Additional corrections will follow. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes E3 No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver, S.E. at Esgil. Thank you. Carlsbad CBC20 19-0250 June 6, 2019 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2016 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Restroom facilities must be provided for the employees, and the plans must show that those [existing] restrooms comply with current Title 24 disabled access requirements. 2. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be :5%" lower than the doorway threshold, per Section 11 B- 404.2.5. 3. 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. 4. Show or note that the maximum effort to operate doors shall not exceed 5 pounds, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 11 B-404.2.9. 5. The tops of counters shall be 34" maximum above the floor. Section 11 B-904. This applies to the serving window. End p Carlsbad CBC2019-0250 June 6, 2019 [DO NOT PAY — THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0250 PREPARED BY: Kurt Culver, S.E. DATE: June 6, 2019 BUILDING ADDRESS: 2906 Carlsbad Blvd. BUILDING OCCUPANCY: B BUILDING AREA Valuation PORTION (Sq. Ft.) Multiplier Kitchen Reg. Mod. VALUE ($) 29,227 Air Conditioning Fire Sprinklers TOTAL VALUE 29,227 Jurisdiction Code cb I By Ordinance ,nn I mr n..:Ia:_ n r. r I ••• L 1. 11997 UBC Plan Check Fee V Type of Review: Repetitive Fee Repeats 21 Complete Review El Other El Hourly EsGil Fee E Structural Only d Hr. © * I $169.881 Comments: Sheet 1 of 1 Enghleering U.S. Pao ENGINEERING CALCULATIONS FOR STRAWBERRY SHACK 2906 Carlsbad Blvd Carlsbad, CA 92008 August 2019 PREPARED BY: LAWRENCE TUIKOLOVATU, P.E. U.S. Pac Engineering 1021 BAY BLDV, SUITE F CHULA VISTA, CA 91911 C&2-0 tq- O±t Engineering Calculations Code & Regulations Building Code: 2016 CBC 2015 IBC or current ASCE 7 & 9-2012 ASCE (Strength) Design Criteria: LOADS (DL & LL) Roof LL = 20 psf Roof DL= 12 psf Wall DL = 7 psf FOUNDATION Allowable Soil Pressure: 1,500 psf (max w/out soil report) Load Combinations: i. ASD Load Combinations D+H I D+H+L2+0.3(Lr+S) / D+J+(Lr or S) + 0.3L2 ---- (foundation) D + L2 + 0.3(Lr or S) I 0 + (L. or S) + o.31-2 ---- (headers, girders, joist, interior walls, columns & footings) D + W I 0 + 0.7E + 0.5L2 + 0.2S4 ---- (ext. walls & columns) D + (Lr or S) / 0.60 + W 5 / D + W ---- (root rafters, trusses, beams, roof & wall sheathing) 0.61) + (W or 0.7E) ---- (Floor diaphragms & shear walls lateral & overturning) fl. LRFD Load Combinations 1.2D + 1.61-1 / 1.20 + 1.61-1 + 1.6L2 + 0.5(Lr+ S)/ 1.21) + 1.61-1 + 1.6(L2+S) +05L2 (foundation) 1.2D + 1.61- 2 + 0.5 (Lr or 5) / 1.21-1 + I .6(Lr or 5) + 0.5L2 ---- (headers, girders, joist, interior walls, columns & footings) 1.2J +1.5W /1.20 + I .OE + 0.5L2 +0.2S4 ---- [ext. walls & columns] I .2D+I .6(Lr or S) I 0.90 + 1.5 W 5 I I .2D + 1.5W (root rafters, trusses, beams, roof & wall sheathing) 0.90 + (1.5W or I .OE) ---- (Floor diaphragms & shear walls lateral & overturning) WIND DESIGN Categories per CBC 2016 Risk Category: II Wind Load: 115 mph (ultimate) /89 mph (nominal) Exposure "B" Important Factor: lw = 1.0 Analytical Directional Design Method of ASCE 7 Section 27.3 H = 10' (total height) B = 12'-6" (width) L = 21' (length) ASCE7 EQ 26.10-1 q = 0.00256KeKzKKdV2 (Ke = 1.0 for ground elevation factor) Tab. 26.91 Basic wind speed from ASCE 7 fig. 26.5-1 B WI Risk Category II V = 90 mph (use 115 mph) K = (0.57) Table 26.10-1 or K = 2.01(15/zg)2 K=2.o1(15/z9)2° z9 =1200 a=7 Table26.11-1 Kz = 2.01(15/1200)2/7 = 0.349 << 0.57 -----Use Kz = 0.57 Kzt = (1i-K1 K2K3)2 ----- Kzt = 1.0 Kd = 0.85 Table 26.6-1 q = 0.00256KeKzKKdV2 = 0.00256(1)(0.57)(1)(0.85)(115)2 = 16.4 psf (Wind Speed) Wind Pressure: Internal Pressure: GC 1 =+/- 0.18 Pi = -'-/- qC(GC )= 16.4 psf(0.18) = +/- 3.0 psf External Pressure: Gust factor, G = 0.85 Pz = qzGCp Cp = 0.8 -------Windward Wall (all values) P= 16.4p5f(0.85)(0.8)= 11.15 psf Ph = qhGCP Cp = -0.5 ----- Leeward Wall (LJB at 0 to 1) P = 16.4psf(0.85)(-0.5) = -7.0 psf Ph = qhGCp C, = -0.7 - Side Wall (all values) P = (16.4psf)(0.85)(-0.7) = -10 psf Ph = qhGC C, = -0.9, -0.18 ------Roof (0 to h) P = (16.4psf)(0.85)(-0.9) = -12.6 psf (-0.9) P = (I6.4psf)(0.85)(-0.18) = -2.5 psf (418) Base Shear at Short End Walls (10'): F = 21'(11.15 psf)(10') + 21'(7.0 psf)10' = 3812 lbs Vwaji = F12 = 3812(1/2) = 1906 lbs Base Shear at Long Walls (21'): Vwaii = [12.5'(10')(11.15 psf) + 12.5'(10')(7.0 psf)](112) = 1135 lbs SEISMIC Risk Category: II rho = 1.0 I = 1.0 Important Factors: le = 1.0 Seismic Use Group: I Seismic Design Category: D Site Class: D Short Period Spectral Response: S = 0.902 One-second Period Spectral Response: SI = 0.346g Site Coefficient: Fa = 1.139 Site Coefficient: Fv = 1.708 Adjusted Spectral Response: Sms = 1.027g Adjusted Spectral Response: Sr,,, = 0.591g Adjusted Spectral Response: SdS = 0.685g Adjusted Spectral Response: Sd1 = 0.394g Lateral System: Plywood Shearwall Cr,= 0.105 V=CW=0.105W Design Spectral Response Acceleration: SDS = 2/3SMS SMS = FASS = (1 .0)(1 .25) = 1.25 R=6 Base Shear: V = (1.2Sds/R)W [Equation 9.5.4.1 from ASCE 7] SDS = 2/3(1.25) = 0.833 V = (1 .2Sds/R)W = (1.2(0.833)/6)W = 0.17W End Wall Weight: Roof dist. Load: 12psf(3')(15.5')1.4 = 782 lbs Wall load: 7 psf(9'x12.5')(1.4) = 1103 lbs Wt total = 1884 lbs (0.17) = 320 lbs << wind load (1906 lbs) Long Wall Weight: Roof dist. Load: 12psf((12.5)(1/2) +1.5')(24')1.2 + 85(heating/AC)(1.4) = 3124 lbs Wall load: 7 psf(9'x21')(1.4) = 1852 lbs Wt total = 4977 lbs (0.17) = 846 lbs << wind load (1135 lbs) SHEAR WALL CALCULATIONS TRANSVERSE DIRECTION - Load Condition Max lateral load on short end walls: 12'-6" P =11906 lbs Wall Rotation - wall end lifting Place P = 1906 at top of the wall (conservative) Tension = 1906(9)/12.5 = -1372 lbs Roof uplift = 12.6(3')(15.5') = -586 lbs Wall load + trib. roof load = [7psf(9')(12.5') + 12psf(3')(15.5')]x0.6 = 807 lbs Reaction at point of rotation: -1372 lbs + -586 lbs(0.5) + 807 lbs = -1151 lbs <<< bolt tensile, shear and pull-out capacity. Shear Wall Type & Length: Use 3/8" CDX Plywood w/ 8d © 6" O.0 WI 518"Dia A.B. at 36" o.c. on 2X Sill at 220 plf capacity Shear Wall Length: 19061220 plf = LONGITUDINAL DIRECTION -Load Condition Max lateral load on short end walls: 21'-0" P11135 lbs 9 Wall Rotation - wall end lifting Place P = 1135 at top of the wall (conservative) Tension = 1135(9')/6' = -1702 lbs Roof uplift = 12.6(7.75')(6') = -586 lbs Wall load + trib. roof load = [7psf(9')(6') + 12psf(7.75')(6')]x0.6 = 562 lbs Reaction at point of rotation: -1135 lbs + -586 lbs(0.5) + 562 lbs = -1159 lbs <<< bolt tensile, shear and pull-out capacity. Shear Wall Type & Length: Use 3/8" CDX Plywood WI 8d @ 6" O.0 WI 518"Dia A.B. at 36" o.c. on 2X Sill at 220 plf capacity Shear Wall Length: 1135/220 plf = 0• sd aL- = b 0. C., + a. 10 IM jsd = b U) 10 C 0 0 (0 0 —J V C CO 0 0 —J 0 z .6 1 (I) .0 p LO? () 1 Company 111R,IsA :RISA Designer : LEA Job Number ANEMETSCHEK COMPANY Model Name : Strawberry Shack Aug 8, 2019 3:32 PM Checked By____ (Global) Model Settings r.Display Sections for Member Calcs 9 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? I Yes Area Load Mesh (in "2) 1144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (ft/secA2) 32.2 Wall Mesh Size (in) 112 gensoIution Convergence Tol. (1. E-) 14 Vertical Axis Y Global Member Orientation Plane I XZ Static Solver Sparse Accelerated Dynamic Solver -- Accelerated Solver it Rolled Steel Code AISC 15th(360-16): ASD Iiust Stiffness? Yes(Iterative) RlSAConnection Code AISC 14th(360-10): ASD Cold Formed Steel Code AISI SI00-16: ASD Wood Code AWC NDS-18: ASD Wood Temperature <IOOF Concrete Code ACI 318-14 Masonry Code TMS4O2-16: ASD Aluminum Code AA ADM 1-15: ASD - Building Stainless Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(lterative) Number of Shear Regions Region Spacing Increment (in) —T4 1 4 — 'Biaxial Column Method Exact Integration Parme Beta Factor (PCA) T.65 Concrete Stress Block I Parabolic Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? INo Unused Force Warnings? Yes I Min 1 Bar Diam. Spacing? No Concrete Rebar Set Mm % Steel for Column REBAR_ SET _ASTMA615 II Max % Steel for Column 8 RISA-3D Version 17.0.4 [CA ... \......\...\...\ENGINEERlNG\Strawberry Shack\2x6 rafters.r3d] Page 1 IsA111R Designer , Company Job Number A NEMETSCHEK COMPANY Model Name RISA LEA Strawberry Shack Aug 8, 2019 3:32 PM Checked By____ (Global) Model Settings, Continued Seismic Code ASCE 7-16 -- - Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes CtX 1.02 ICtZ 1.02 LLisec) Not Entered LLJsec) Not Entered IRX 3 RZ 3 Ct Exp. X .75 Ct Exp. Z 1.75 SDI I SIDS 1 ISI I R —is kCat loril Drift Cat 1 Other 'OmX I_____________________ CdZ 4 'Cdx 4 Rho - I___________________________ Rho I_______________________ ---- Wood Design Parameters Label Shape Length[... 1e2[ft] lelEfti le-bend to... le-bend bo... Kyy Kzz CV Cr y sway z sway F1 i i M2 I 2X6 14.5 0 1 1 3 1 M5 2X6 14.5 1 0 1 1 1 - M6 -2X6 14.5 -0 - 1 1 5 M7 2X6 1 6.65 _jyy Liii M8 2X6 _66 Lbyy LL M9 2X6 1.33 - Lyy_ [_ M10 2X6_ _1 _Lyy_ 9 1 M11 2X6 1 1.33 1 Lbyy 1IEIi M12 2X6 I1i ILbYY I I M13 2X6 1.33 _Lyy_ 1112 M14 2X6 1.33 _Lyy_ 3 1 M15 2X6 1.33 _Lyy_ 114 M16 2X6 _1 _Lyy_ 5 M17 2X6 1.33 _Lyyj Li 16 M18 2X6 1.33 _Lbyy__[_I 7 1 M19 2X6 _1 _Lbyy I [18 M20 2X6 1.33 19 M21 2X6 1.33 .yy 2-0 M22 2X6 _1 jyy 21 1 M23 2X6 1.33 Lbyy II M22A 2-2X6 14.5 0 1 1 u 23 M23A 2-2x6 _14.5 _0 1 [ 1 j I I_I_I RISA-3D Version 17.0.4 [CA ... \.........\...\ENGlNEERlNGStrawberry Shack\2x6 rafters.r3d] Page 2 Designer Number : LEA Aug 8, 2019 111R,,IsA Company : RRIM Job : 3:32 PM ANEMETSCHEK COMPANY Model Name : Strawberry Shack Checked B_____ Load Combinations flps,intinn qn1 Pfl RR RI ( Frf RI r Prt RI ( Fr9 RI ( Frt RI r Fort RI ( ,-t RI ( Fort RI ( Fart RI ( Fart RI C Pf 1 IDeflectionhIYesIY DLI Ii T1 2 Deflection 2fresl Y [_I !L _L 3 IDeflection 3 vesl Y I IDL 1 ILLI I 4ASCEStr YeslyDL 1.4 1 1 5 ASCEStr... Yesi Y DL 1.2 jLLj 1.6 LLS 1 1.6 JRLL .5 6ASCEStr YeslyI DLI2LL16LLSI6 7ASCEStr ... Yesly _DL 1.2 RI-1-1 16 1 1 1 R JILLS1 L_____ Envelope Beam Deflection Checks Ra flpsinn Rijip Rmn flfI rini Rptin I ( flpfj lini Rftn I ( flDfl rini P2tin iIMII Typical I .0411 587 1(DL) .064 375 2(LL) .105 228 13(DL+LL) 2 1 -.152 [ 987 _1() -.241 623 2(LL)_ -.393 382 j 3(DL+LL) 3 1 3 1 .041I 587 (DL) _1 .064 375 2(LL) .105 1 228 i 3(DL+LL) 4 M2 Typical 1 .043 552 1(DL) .065 372 2(LL) .108 222 1 3(DL+LL) 5 2 -.19 788 1 (DL) -.293 511 2(LL) -.484 310 3(DL+LL) 6 3 .043 552 _(p .065 372 2(LL) .108 222 3(DL+LL) 7 MS Typical I .043 552 Q) - .065 372 2(LL) .108 222 3(DL+LL) 8 2 -.19 788 () -.293 511 2(LL) -.484 310 3(DL+LL) 9 - 3 .043 552 - _1Q) .065 372 2(LL) .108 222 3(DL+LL) 10_M6 Typical I .041 587 1 () .064 375 2(LL)_ .105 228 3(DL+LL) it - 2 1 -.152 987 1 (Q) -.241 623 LL) -.393 382 3(DL+LL) _1 - 3 1 .041 587 1 (L) .064 375 .LL) .105 228 3(DL+LL) 13IM7ITypical 1_1 1 0 NC (Q)_ - 0 NC2(LL)_ 0 NC 3(DL+LL) 14 IM8I yp1ca1 1_1_ 0 1 NC _1(QL)_ 0 NC2(LL) 0 NC 3(DL+LL) 15 _M91Typical 1_1_ 1.61e-21 NC 1 (DL)2.937e-21 NC I 1.U,LL14.546e-21 NC I 3(DL+LL) 16IM10_Typical _1_ 1.156e-21 NC _1(DL)I1.289e-21 NC LLLt]2.4 e-21I NC ]3(DL+LL) 17MliiTypical I - 1.156e-21 I NC 1 (DL) _1.289e-21 NC i..L1.LL 2.446e-21 NC I 3(DL+LL) 18 _Ml2_Typical I 1.61e-21 NC I_1() I2.937e-21 NC2(LL ) }4.546e-21 NC_ 3(DL41L) 19 M3 Typical I 3.419e-221 NC _5.955e-22 _1(DL) NC _LLL]_ 9.374e-22 NC 3(DL+LL) 20 _M14Typical _1 - 0 NC (DL) _I _0 NC2(LL)_ 0 NC 3(DL+LL) 21 _M15_Typical 1 0 NC 1(a) NC ILL) 0 NC 3(DL+LL) 22 _M16Tcal ypi 1 0 NC _ I1DL _0 _0 NC 2(L.)_ _0 NC 3(DL+LL) 23 _M171Typical 1 0 NC _0 _NC _1() 2(LL) 0 NC 3(DL+LL) 24IM18_Typical _I - 0 NC (DL) _1 _0 I_NC 2(LL) 0 NC 3(DL+LL) 25 _Ml9Typical _1 - 1.61e-21 NC _1 (DL) _2.937e-21NC . 2(LL) 4.546e-21 NC 3(DL+LL) 26IM20I_Typical I 1.156e-21 NC I_1(P!L)_I_1.289e-21I_NC 2(LL) 2.446e-21I_NC 3(DL+LL) 27M211Typcal - 1 1 1.156e-21 NC 1(DL)1.289e-21 NC I 2(j 2.446e-21 _NC 3(DL+LL) 28IM22i_Typical 1 I 1.61e-21 NC I_1(DL)I2.937e-211_NC I 2(L]4.546e-21I_NC 3(DL+LL) 29M23Typical j 1 - 3.419e-22 I NC 1 (DL) 5.955e-22 N C 9.374e-22 _NC _j2(LL) 3(DL+LL) 30 _M2..LTypical 1 .044 544 I_1() .062 I_384 2LLL)1 .106 _225 3(0L4.9 31 1 2 1 -.174 1 863 _1 (DL) _-.236635 ..2(LL) -.41 _366 3(DL+LL) 32 3 .044 544 _1() _.062 _384 2(L_) .106 _225 3(DL+LL) 33 M2.). Typical 1 .044 544 1(DL) .062 384 2(LL) .106 225 3(DL+LL) 34 2 -.174 863 1(DL) -.236 635 2(LL) -.41 I 366 3(DL+LL) 35 3 .044 544 I 1(L.) .062 I 384 (_j.1Q j. 225 3(DL+LL) RlSA-30 Version 17.0.4 [CA ... \...\...\...\...\ENGINEERING\Strawberry Shack2x6 rafters. r3d] Page 3 Designer : LEA Aug 8, 2019 111,R'ISA Company : RISA : 3:32 PM Job Number Checked By ANEMETSCHEK COMPANY Model Name : Strawberry Shack Envelope Wood Code Checks Member Shape Code ...LocFftl LC Shear ... LoclftlDir LC Fc' lksil Ft' Fksil Fbi' F... Fb2' F...Fv' Fksil RB CL CP Ean 1M12X68537.256 1 .19113.&y 6472 .878.297It495 .18 5.416 997 286 39-3 2 M2 2X6 11.146 7.25 6 383 1.057]y 6 I .472 .878 11.297 1.4951 .18 15.4161 .997 .286 1 3.9-3 3 1 M5 I 2X6 11.146 7.25 6 1 .383 13.4.., y 1 6 .472 .878 1.297 1.495 .18 15.416 .997 .286 1 3.9-3 4 M6 2X6 53 7.25 6 1 .191 13.4.. y .87811.297 15 .18 15.4161 .997 .286 3.9-3 5 M7 2X6 .144 1.316 6 1 .157 1.385 y I 6 .176 .878 968 1495 .18 13.967 .976 .107 3.9-3 6 M8 2X6 1.316 6 1T11151i 1 6 .1 76 878 1.268J1.495 .18 13.967 .976 .107 3.93 7 M9 2X6 .000 0 1 7 1.287 0 IzI 6 - 5 78 1.j{1.495 .18 6.246 .996 .909 3.9-3 8 MIO 2X6 00 0 71 1 0 z 6 78 1.j1.495 .18 6.246 .996 1 .909 3.9-3 9 M11 I 2X6 .0001 0 7 1 .000 0 z 7 1.5 1 .878 1.11.495 .18 6.246 .996 1 .909 3.9-3 .10 M12 2X6 .0001 0 7 6--T 6 1 1.5 1 .878 11.295j1.495 .18 6.246 .996 .909 11 M13 2X6 .000 0 7 .287 0 z 6 1 1.5 1 .878 11.29511.495 .18 6.246 .996 .909 3.9-3 _1[M14 2X6 00 0 000 0 z 7 -1 .5 1 .18 6.246 .996 .909 3.9-3 13 M15 2X6 .000 0 7 .000 0 z 7 1 1.5 .878j1.j1.495 .18 6.246 .996 .909 3.9-3 14 M16 2) APP. Q 1. _7_ _1 .878 11.29511.4951 .18 6.246 .996 .909 15 1 M17 2X6 .000 0 1 7 .0001 0 1 z 7 1 1.5 1 .878 11.29511.495 1 .8 16.2461 .996 1 .909 3.9-3 1J_M18 I 2)6- .0001 0 .000 0 z 1 7_ _1 78 11.29511.4951 .18 16.246 .996 .909 13.9-3 17 .1. M19 2X6 .0001 0 1 7 .2871 0 z 6 1 1.5 1 .878 11.29511.495 .18 16.246 .996 .909 3.9-3 181M20 2X6 .0001 0 1 7 .236 0 z 6 _1 78 1.295 .18 16.246 .996 09 3.9-3 19 M21 2X6 .0001 0 1 7 .000 0 z 7 1.5 .878 1.2911.495 .18 16.246 .996 1 .909 3.9-3 20 M22 2X6 .0001 0 1 7 .2361 0 z 1 6 1 1.5 .878 11.29511.4951 .18 16.246 .996 1 .909 3.9-3 21 M23 2X6 1 .000 1 0 I 7 1 .2871 0 1 z 1 6 1 1.5 .878 1.295 1.495 .18 16.2461 .996 .909 3.9-3 22 M22A [2-2X6 1 .90817.251 6 204 13 6 .472 1 .878 1.2991.495 .18 2.708 .999 I .286 3.9-3 23 M23Aj2-2X6 .908 7.2f .2O4ji3.4.y 6 .472 .878 1.299! 1.4951 .18 12.708 L28 RISA-30 Version 17.0.4 [CA ... \...\...\...\...\ENGINEERING\Strawberry Shack\2x6 rafters.r3d] Page 4 SAN DIEGO REGIONAL I OFFICE USE ONLY \CC) HAZARDOUS MATERIALS IPLAN 'RECORD ID#________________________________ CHECK #___________________ QUESTIONNAIRE I BP DATE I I Buesiam Businesont (44' Telephone# ')o Project Address City A3-Li bk P CW1 A- State c- Zip i o -APN# Mailing Address City State Zip Oode Plan File# Project Cqtact LA. i' M/{ø Applicant E-mail k: Telephone # Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives Compressed Gases 6. Oxidizers 10. Cryogenics Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials Flammable Solids 8. Unstable Reactives 12. Radioactives Call (858) 505-6700 prior to the issuance of a building permit. Corrosives Other Health Hazards None of These. f the answer to any Diego, CA 92123. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 t1 your business listed on the reverse side of this form? (check all that apply). 0 "Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 I'Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 "Will your business use an-existing or install an underground storage tank? 0 Will your business store or handle Regulated Substances (CaIARP)? 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). CalARP Exempt Date Initials CalARP Required Date Initials 0 CalARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 aDcdcomDsdcountv.ca.gov (858) 586-2650). [*No stamp required if Q1 Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [Excludes garages & small outbuildings.] YES NO 0 IT Will the project disturb 160 square feet or more of existing building materials? 0 -"Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance -Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification - may be required 10 working days prior to commencing asbestos removal. 0 EJ Will the projector associated construction equipment emit air contaminants? Seethe reverse side of this form or APCD factsheet (www.sdaocd.orafinfo/facts/oerm its, odf) for typical equipment requiring an APCD permit. 0 ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school Briefly describe business activities: Briefly describe proposed project: I declare undej,penaIty(ojpei, that ,tp e bt of m knowledge Name of Owner or herein are true and correct. i-f .S I23 I f9 FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: FOR OFFICAL USE ONLY: DATE: / I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTYHMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY' Date_________ Business Name Street Email PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) [J Check all below that are present at your facility: ( Acid Cleaning Ink Manufacturing Nutritional Supplement! Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining I Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting I Forming Pesticide Manufacturing! Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching I Milling Research and Development Film IX-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing Industrial Laundry Waste Treatment! Storage SIC Code(s) (if known): Brief description of business activities (Production! Manufacturing Operations):______________ Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal/ day): List hazardous wastes generated (type! volume): Date operation began/or will begin at this location: Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes Site Contact No yen: / Title Signature Phone No.7 t) 0 , ENCINA WASTEWATER AUTHORITY, 6200 Aveflida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 DISCHARGE PERMIT EXEMPT LIST 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 Carpet/Upholstery Cleaning Services 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) Home-based Businesses Hotels/Motels (no laundry) Laundromats Libraries Medical Offices (no x-ray developing) 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 Public Storage Facilities Restaurants/Bars Retail/Wholesale Stores (no auto repair/film developing) Theaters (Movie/Live) 1) ELISE ROTHSCHILD QIC Ott itt p of ban M iego AMY HARBERT Director Assistant Director DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 RECEIVE D Phone: (858) 505-6659 FAX: (858) 505-6824 1 (800) 253-9933 mvw.sdcdeh.org NOV 2 0 2019 PLAN APPROVAL SHEET CITY OF CARLSBAD DBA: Strawberry Shack DATE: 7/8/19 BUILDING DIVISION SITE: 2906 Carlsbad Blvd, Carlsbad, CA 92008 PC #: DEH20 19-FFPP-O 11253 BUSINESS OWNER: Russ Bruhn Plans are approved contingent upon the following: Changes to equipment layout, menu, or application must be submitted for approval. Changes made without approval wilt make tne plan approval null and void. Obtain local Building Department and all applicable agencies permits and approvals PRIOR TO FINAL INSPECTION AND APPROVAL TO OPERATE BYTHIS DEPARTMENT. All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. Upon completion of 50%-80% of construction, call (858) 505-6660 to schedule a mid-inspection. In lieu of a plumbing inspection by DEH, ensure that the plumbing is constructed to these standards: Floor sinks shall be installed '/2 exposed and equipped with an appropriate grill cover if no access is provided for cleaning. Drain lines shall slope 'A" per foot, shall not exceed 15' in length and shall terminate a minimum of 1" above the floor sink with a legal air gap or otherwise approved by the enforcing agency. Drain lines shall not intersect walkways or door ways. C. No condensate drainage of any kind can drain to the mop sink. 3-compartment sinks, preparation sinks, dump sinks, and any other plumbed equipment must drain indirect to a floor sink. Grease traps/interceptors, if required by the local waste water authority must be located outside of the food preparation, food storage, or warewashing areas. Floor surfaces must be sloped 1:50 to required floor drains. Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successful completion of this course is to be furnished at the final inspection. All equipment is to be in place and functional. At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an ambient air temperature of 38 7 or below and shall be equipped with a thermometer accurate to +/- 2F in the warmest section of the unit. Seal all cracks, gaps and crevices in counters, cabinets, around metal flashing, sink backsplashes, around pipes and conduits with silicone sealant. AN AIR BALANCE REPORT IS REQUIRED IF THE FACILITY HAS VENTILATION HOO1 - [ans. Plans reviewed by: Ernie Liwag, REHS EMAIL FLUEG@SDCOUNTY.CA.GO V AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE MID AND FINAL INSPECTIONS. A FINAL INSPECTION MUST BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. "Environmental and public health through leadership, partnership and science" 8) II) 7bo <o 0.3 It o (City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (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. Unless none of the requirements apply, 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. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. A Details on CAP ordinance requirements are available on the city's website. Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: BP No.: 1 -7Li h i3fJc&' Contact information of person completing this checklist (if different than above): Name: Contact Phone: Company name/address: Contact Email: Applicant Signature:. Date: V3 B-50 Page 1 of 3 Revised 04/19 City of Carlsbad. Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For residential alterations and additions to existing buildings, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ O Alterations: 0 exempt BPV ~: $60,000 1A 1-2 family dwellings and townhouses with attached garages O Electrical service panel upgrade 1A only Multi-family dwellings only where interior finishes are removed BPV 2:$200,000 IA and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed New construction 113 and 2 Alterations 2 11066W c10Ch !W: ..; ..•... .: .. A. Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE ready parking space required 0 Exception: O 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.") *Majr alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. LI Nonresidential new construction (includes hotels/motels) 0 Exception:___________________________________ Total Parking Spaces Proposed EVSE 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 o-g i 10-25 2 1 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 201 and over 10 percent of total 50 percent of Required EV Spaces 4 Updated 4/12/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist ... . . -MONS 2 anspon Dendanagemeflt4(TpMJ .'* I List each proposed nonresidential iuse and gross floor area (GFA) allocated to each use. Employee ADTII 000 square feet is selected from the table below. Use GFA Employee ADT for first 1,000 S.F. Employee ADT for each subsequent 1,000 S.F. Total Employee ADT Total If total employee ADT is greater than or equal to 110 employee ADT, a 1DM plan is required. TOM plan required: Yes 0. No' Employee ADT Estimation for Various Commercial Uses ADT for first Emp AD T/ Use 1,000 S.f 1000 S.f Office (all)2 20 20 Restaurant 11 11 Retai13 8 4.5 Industrial 4 3.5 Manufacturing. 4 3 Warehousing 4 1 i Unless otherwise noted, rates estimated from ITE Trip Generation Manual, lOthEdition 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 maybe 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 1,000 sf= 8ADT 9,334 sf- 1,000 sf = 8,334 sf (8,334 sf11,000 x 4.5) + 8 = 46 Employee ADT Updated 4/12/2019 3