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2236 RUTHERFORD RD; 103; CBC2019-0307; Permit
iccityof Carlsbad Commercial Permit Print Date: 10/16/2019 Permit No: CBC2019-0307 2236 Rutherford Rd, 103 BLDG-Commercial 2120612600 $355,801.50 B/S-i Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms:. Project Title: Description: Work Class: Lot #: Reference #: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Tenant Improvement •Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection Closed - Finaled 06/20/2019 07/24/2019 10/16/2019 8:44:32Ar VESSEL BRANDS: 7,650 SF T.I. (COMBINE SUITES 103 AND 105 INTO SUITE 103) Owner: A AND M CAPRE R C P LLC 2236 Rutherford Rd CARLSBAD, CA 92008 BUILDING PERMIT FEE ($2000+) $1,534:80 BUILDING PLAN CHECK FEE (BLDG) $1,074.36 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE S Occupancies < 50,000sq. ft. TI $373.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION . $175.00 MANUAL BUILDING PLAN CHECK FEE $1,170.23 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL . $55.00 PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL . $86.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $15.00 STRONG MOTION-COMMERCIAL $99.62 Total Fees: $4,672.01 Total Payments To Date: $4,672.01 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 CityManager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan CheckCO C_.oI f Est. Value I3 ¶S, yôl. 5•? PC Deposit Date Job Address 223 @ go 12-P. Suite: 3 APN:2.t Z - Tenant Name: CT/Project #: Lot 41: Occupancy: . I Construction Type: II Fire Sprinklers/ no Air Conditioning: no BRIEF DESCRIPTION OF WORK: O*M?CAft1, ¶'. I. 7b C4M1I Siji1 (03 1L7 /iI1O O 0 fEjc. S ii-t& 1¼J oR- 17o, rbi W4-A- AUh, 1'ftw (P)D(. 0 Addition/New: New SF and Use, ___New SF and Use, Deck SF, - Patio Cover SF (not including flatwork) Tenant Improvement: •l(D O SF, Existing Use 3 Proposed Use SF, Existing Use Proposed Use 0 Pool/Spa: SF Additional Gas or Electrical Features? 0 Solar: KW, _____ Modules, _______ Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No D Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: c,J DS+f 61665 Name: __i _C.kf rcM_12-t, 1-H _ Address: 1(6 MKe-r ?ZI4tE Address: 22MP . P9LI A'4 City: Cot..I17 (00 State: CA Zip: '1242-'1 City:et- EAur41?c_State:C.k Zip: I o'k Phone: 1(o0.244._b217 Phone: 3 0.'t-79_ic.c.' Email: J4'k NLC?.CM Email: k4EVr90f (2, A-Ivltkr I_CkL.F-15- Co1 DESIGN PROFESSIONAL Name: Address: City: State: Zip: Phone: Email: Architect State License: CONTRACTOR BUSINESS Name: _(4C. Address: 11(. Mi LAC City: _o(J0I00State:64 Zip: £7'2o2AJ -• Phone: 7(o0144. OVi7 Email: Fb TP-1VF-4C.oM State License:(Pc1,O1P I Bus. License: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair anystructure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed puisuant to the provisions of the Contractov'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: BuiIdingcarlsbadCa.gov B-2 Page 1 of 2 Rev. 06/18 (OPTION A ): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. 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 Cpmpany Name: Z614X'rli ItA VUtPic.r, C. Policy No. 71213tefluDI Expiration Date: 4,1111 1 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,00000, 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 EJAGENT DATE: '1' /i (OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that lam exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): S. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address/ phone / type of work): OWNER SIGNATURE: DAGENT DATE:____________ CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardoiis 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 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 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 PERMFT.OSHA: An OSHA permit is required for excavations over5'O' deep and demolition or construction of structures over 3 stones in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at anytime after the work is commenced for a period of 180 daysJSection 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: DATE: 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: 06/20/2019 Owner: AAND M CAPRE R C P LLC Work Class: Tenant Improvement Issue Date: 07/24/2019 Subdivision: CARLSBAD TCT#81-10 UNIT#01 Status: Closed - Finaled Expiration Date: 03/16/2020 Address: 2236 Rutherford Rd, 103 Carlsbad, CA 92008-8836 IVR Number: 19894 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspectuon Complete Checklist Item COMMENTS, Passed BLDG-Building Deficiency Drywall screws at Break Room & Janitor Yes Closet 0911712019 09I1712019 BLDG-Fire Final 104358-2019 Passed Felix Salcedo Complete Checklist Item COMMENTS Passed FIRE- Building Final 1011612019 101612019 BLDG-Final 107623-2019 Inspection Checklist Item No job card on site. Sprinkler inspection -Yes completed. Passed Paul York COMMENTS Passed Complete BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes October 16, 2019 Page 2of2 Permit Type: BLDG-Commercial Application Date: 06/20/2019. Owner: A AND M CAPRE R C P LLC Work Class: Tenant Improvement Issue bate: 07/24/2019 Subdivision: CARLSBAD TCT#81-10 UNIT#01 Status: Closed - Finaled Expiration Date: 03/16/2020 Address: 2236 Rutherford Rd, 103 Carlsbad, CA 92008-8836 IVR Number: 19894 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date - 0810512019 0810512019 BLDG-21 099621-2019 Passed Michael Collins Complete Underground!Underf loor Plumbing Checklist Item COMMENTS . Passed BLDG-Building Deficiency Waste only at Ste. 105, break room, mop Yes sink & shower. BLDG-84 Rough 099622-2019 Partial Pass Michael Collins Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS . Passed BLDG-Building Deficiency Partial walls only lower & upper floor at Ste. Yes 105 only. BLDG-14 . Yes Frame-Steel-Bolting-Welding (Decks) . . BLDG-34 Rough Electrical Yes 0810912019 0810912019 BLDG-17 interior 100387-2019 Passed Paul York Complete Lath/Drywall . Checklist Item COMMENTS . Passed BLDG-Building Deficiency . Yes 0811912019 0811912019 BLDG-24 101171-2019 Failed Michael Collins Reinspection Complete RoughlTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. Work on incomplete - No 08/22/2019 08/22/2019 BLDG-24 101621-2019 Passed Michael Collins Complete RoughlTopout Checklist Item COMMENTS . Passed BLDG-Building Deficiency Not ready. Work on incomplete No BLDG-Building Deficiency See card Yes 0911012019 09110/2019 BLDG-34 Rough 103594-2019 Partial Pass Michael Collins Reinspection Incomplete Electrical Checklist Item COMMENTS . Passed BLDG-Building Deficiency Wall electrical at "CONEX" box only. See Yes card for structural change at box opening. 09/11/2019 09/11/2019 BLDG-14 103777-2019 Partial Pass Michael Collins Reinspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Janitor closet only. Yes BLDG-18 Exterior 103776-2019 Passed Michael Collins . Complete Lath/Drywall October 16, 2019 . Page 1 of 2 EsGilV/M A SAFEbuittCornpany DATE: 7/22/2019 JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0307 SET: II PROJECT ADDRESS: 2236 Rutherford Rd. #103 PROJECT NAME: Vessel Tenant Improvement APPLICANT JURIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. III 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. 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. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: / Telephone #: Date contacted: / (byf) ) Email: Mail Telephone Fax In Person LI REMARKS: By: Jason Pasiut Enclosures: EsGil 7/15/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuitt'Company DATE: 6/28/2019 JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0307 SET: I PROJECT ADDRESS: 2236 Rutherford Rd. #103 PROJECT NAME: Vessel Tenant Improvement APPLICANT JURIS. 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. 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. 11111 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: Josh Gibbs 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: Josh Gibbs Telephone #: 760-294-0277 Date contacted: (by: ) Email: josh©trivistacorp.com Mail Telephone Fax In Person LI REMARKS: By: Jason Pasiut Enclosures: EsGil 6/22/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC2019-0307 6/28/2019 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2019-0307 JURISDICTION: Carlsbad OCCUPANCY: B, F- 1, S-i USE: Business, Storage TYPE OF CONSTRUCTION: 11-B ACTUAL AREA: 7,650sf ALLOWABLE FLOOR AREA: complies STORIES: 1 + mezzanine HEIGHT: unchanged SPRINKLERS?: YES OCCUPANT LOAD: 92 REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: APPLICATION NOT DATED ESGIL CORPORATION: 6/22/2019 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Jason Pasiut COMPLETED: 6/28/2019 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 CBC20 19-0307 6/28/2019 [DO NOT PAY - THIS IS NOT ANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad • PLAN CHECK #.: CBC2019-0307 PREPARED BY: Jason Pasiut DATE: 6/28/2019 BUILDING ADDRESS: 2236 Rutherford Rd. #103 BUILDING OCCUPANCY: B, F- 1, S-i BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 7650 46.51 355,802 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1cb TBy Ordinance 1997 UBC Building Permit Fee [j 1997 UBC Plan Check Fee Type of Review: Wo Complete Review r Structural Only r Repetitive Fee Repeats p. r Other r Hourly EsGil Fee p. I $936.261'< Comments: Sheet 1 of I Carlsbad CBC20 19-0307 6/28/2019 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 Please provide a minimum plumbing facilities calculation based on the accumulated load of each area to show justification for the number of proposed plumbing facilities. The exit access travel distance from second floor is required to end at the bottom of the staircase. Please update this dimension to show compliance with CBCI 006.3.2(2). The ramp leading to the cooler entrance is required to show a dimension of 42" from the left edge of the doorway and going to the left. There needs to be an additional level area there to allow a person in a mobility device to open the door on a level area. 11 B-405.7.5. Show that the floor surface leading to the shower is in compliance with 11 B-303. Provide more complete details for the container bracing along with the full set of structural calculations. Provide a statement of special inspection on the plans stating all proposed special inspections for this project. State, "None" if none are proposed. . MECHANICAL! ELECTRICAL I PLUMBING Describe the method of compliance for temperature limitations for the following fixture types: private lavatories (120 degrees), public use lavatories and bidets, (limited to 110 degrees) and (bathtubs and showers (120 degrees)). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 407.3, 409.4, 410.3, 421.2, and Energy Standards 110(C)3. Carlsbad CBC20 19-0307 6/28/2019 Please show that potable water outlets with hose attachments, other than water heater drains, boiler drains, and clothes washer connections, are protected by a nonremovable hose bib-type backflow preventer, a nonremovable hose bib-type vacuum breaker, or by an atmospheric vacuum breaker installed not less than 6 inches (152 mm) above the highest point of usage located on the discharge side of the last valve. CPC 603.5.7. NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to nonresidential additions of 1,000 sq. ft. or larger or alterations (tenant improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 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. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 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. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. Carlsbad CBC2019-0307 6/28/2019 18. 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. 19. 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. 20. 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. 21. 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. Note on the plans whether or not this addition or tenant improvement is located within the areas listed above. 22. 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. 23. Indoor water use. For building additions in excess of 50,000 sq. ft. 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, restaurant, medical/dental office, laboratory or beauty/barber shops. 24. 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 Showerheads 1.8 gpm @ 80 psi Lavatory faucets- 0.5 gpm @60 psi Carlsbad CBC2019-0307 6/28 (2019 nonresidential Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.2 gallons/cycle 25. 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. END OF REVIEW 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 Jason Pasiut at Esgil. Thank you. 1>1 A ENGINEERS Consulting structural engineers 325W. 3rd Ave.,;Suite 205 # Escoridido, CA. 92025 Phone (760) 741-7306 • Fax (760) 738-8364 STRUCTURAL CALCULATIONS PROJECT NAME : Vessel- 2236 Rutherford Rd PROJECT NO. 201904.3 CLIENT Triiita Inc. . qL43 AM ENGINEERS Consulting: Structural Engineers 325 W. 3rO Ave., Suite 205, Escondido, CA. 92025 Phbnc (760) 741-7306 FaN (760) 73S-364 DESIGN CRITERIA (Roof Loading) Roofing 1.0 psf Rafters 2.0 psf Misc. .2.0 psf DL= 5psf LL= 20 psf Seismic: Seismic Design Category: A Wind: Exp. "C" Soils: Brg.=1500psf Concrete: fc=2500 psi for footings and slab Reinforc. Fy60000 psi for #5: and grater Fy=40000 psi for #4 and smaller Steel: ASTM A500, grade B for tubular sections ASTM A501,. or ASTM A53, type E grade B for circular sections ASTM A572 grade 50 for all Other sections. Weld: Welding should conform to AWS 01-1. All weldihg shall be done by elctriC arc process using approved rodsand performed by certified welders. All fabrication and welding shall be performed in the shop of äñ approved fabricator. The approved fabricator must subrriit a certifiate of compliance in accordance with C.B.C. All field welding requires continuous special inspection and all shop welding reuires periodic special inspectiOn. Code: C.B.C. 2016 editiOn A MEngrneers . .PrOjecIe Scott Ststoragewall.oPening 325W 3Rd Ave Suite 205 Engineer AM Project ID Escondido CA 92025 Proje ct Descr Removing existing steel container wall opening (760)741-7306: Risk.Category of Building olOther Structure II All Buildings and other structures except those listed as Category I Ill and IV ASCE 710 Page 2 Table 1 5 1 Seismic Importance Factor = 1 ASCE 710 Page 5 Table f.64 ided S & SrUes'ASCE 710 Staiiard $cit _ASCE 7101141 Max Ground Motions 50Y6 Damping Latitude 3 380 deg North = 1315 9 02secresponse Loñgdude 117206 deg West Si 05Q7 9 sec poise ocatiàn: F8!lbwOk:CA 92028. Site Class, Site Coeff sand Design Category SiteCtassificatiOn D AScE71O. :tale.20.3.1 Site Coefficients Fa & Fv Fa = 1 00 ASCE? 10 rable 1141 & 1142 (uihg,stra •Fv Maximum Considered Earthquake Acceleration MS '$5 = 1 315 A8,091 M. Eq 11 4 1 .S.M1 =F1 o,•71. S7iO:.Eq. POO* 0!0 MS!-2131 = ,AEJ1Q 11..43 i. M'3507 $:7Q it44 seisiioesIgn.Category .. . 0 ASCE1610. Tablè;1.1.64 &2 :5; rY A & B Limil System Overstrength Factor Wo 300 CategoCa No Linit a go Deflection Amplification Factor C.d. = 300 a Not PermiltedP-h NOJE' See ASCE 7 10 foali applicable footnotes Categoiy E Limit Not PennrttedP-h Category 'F' riJt NotPentePi Literal Foi Pdu - -- - ASCE 7 10 ectron 1282 Equivalent Lateral Force Proedure The__Ecuivalent_Lateral_Force_Procedure___is_being_used_according_to the_provisions of ASCE 7-10128 DeeriiBuildiiiiPinod_Q __2 Use ASCE 1287 Ail:OtheStnJcturáISystems. Ct value 0 020 hn Height from base to highest level.= 80 ft Ta Approximate fundemental period using Eq 128 7 Ta Ct (hn "x) 0 O95 sec 8COic Building Penod Ta Calculated from Approximate Method selected-. i0fogs, sec 0877 From Eq: 1282; .PélinuiayCs 0;2SO, R' RespOnse Modification Factor 350 From Eq 1283 & 12 814 Cs need not exceed = 1 523 I Seismic Importance FaOtor = 1 From Eq 128.54.1184; Cs not be less than = 0039 Cs Seismic Response Coefficient = = 0 2505 ASCE7 10 Section 1281 Cs= O.2505.froni.12.8.1.1 SmcB4seShear V=•CsW = 0.00k A M Engineers 325W. 3Rd. Ave., Suite 205 Escondido, CA. 92025. (760) 741-7306 Project Tile: Scott St storage wail opening Engineer: AM Project ID: Project Descr Removing existing steel container wall opening .1.t.jofq743 Title Block Line 6 1551 MAY 2O17.1221PM AscE S B - . He= cAUsmWdmihIDOCUME-1%ENERCA-IISTPRAG-i.EC6 Seismic Base ear . ENERCALC, INC. 1983.2O178uiid:6.17.329,Ver,6.17.329 Vertiàul Distribütion of Seismic Forces . ASCE 7-10, S&ion 12.&3 hx exponent-based on Ta Table of building Weights by Floor LeveL.. Level # WI: Weight, Hi; Height (Wi HiAk) Cvx Fx=Cvx V Sum StQry Shear Sum Story Momer Sum WI = 0.00k Sum WiHi 0.00 k-ft Total Base.Shear 000k -. Base Moment 0.0k-ft Diaphragm Fortes Seiimtc Design Category "B" to "F" ASCE 110 12 1011 Level # Wi Fi Sum Fl Sum WI Fpx: Calcd Fpx: Min Fpx: Max Fpx Dsgn. Force Wpx Weight at level of diaphragm and other structure elements attached to it Fl ..............................Design Lateral Force applied at the level. Sum FL. . .................... Sum of Lat.. Forces of current level plus. all levels, above MIN Reqd Force Level .......0.20*S IWpx DS MAX Req'd Force @ Level ......,_ 0.40 *S. s1 Wpx Fpx:: Design. Fame @ Level ......... .'px SUM(x->n) Fl I SUM(x-n) w, x = current level! n= Top Level AMA -IGO t. w .. Ito V = If Sc çX ?L Lb In 1k' JOB AM ENGINEERS SHEET NO. _4 OF Consulting Structural Engineers CALCULATED BY______________________ DATE (760) 741-7306 \L93F .4 i.Q )c. ç &.) çL).t :• ) ,cç 56 Tro( 9-1r, wl4t c) 90 P 5-rc 1 cwv.wi) r -/51 SJ H rm f4rj' T/oas./i4 57' - w =/Zx /L \4o# 1-7 F.J-.2qt'$0., uOk. AIJ 5-7 OT/''t VersaF,rarne (Build 608.0) by Digital Canal Corp. General Info Page ' 5 * i 1q043 Iteml Yalta Model Namel Container moment frame Job 4201701( CompanNi .AM Engineer: Engincc AM 'Note' steel moment frame on side of container wall opening. Units Itirw Valud Lengli Dimensiot ii Fore ki Linear Fore kipif Momei kip- Linear Momev kip-fl/111 Surface Pressurel lb/ti" Translational Displaemer ir Rotational Displacemer rá Temperatur F Modultu kipfin"21 Weight Densit 1b/ft' 13 Reinforcement Aret in" Stres lb/m: Nodal Translational Sprinl lb/i Nodal Rotational Sprinp lb-in/rn Linc'l'ranslationul Sprinp kip/inn Surface Translational Sprini kip/in" Materials Units: Youn&s Modulus-(E). t'e. fy, fys fkip/iñ"21; Weight Density LlbI'31; 'rhermal Coefficient (Te) Il/Fl Sections Units: l'z. ly, J [in"41: A. Ay. Az [iti"2] Nd Label Izi 11.1 .11 Al Ayl it: II 'Delaul 100 1.00 L0 1.014 1.00 1.0 HS56X4X1/R 11.401 6.151 12.6 2.231 1.1-21 1.12 HSS4.X4XV81 4,401 4.401 6.911 1.771 0.89 0.8 Load Cases Labe Tvp Dct'aul Dead-I Dl Dad-1 3 LL-floo Live-1, 4 Sci . snul Enrthguake-E wing Wind-W Load Combinations No Label P-Della Load Case Facto Default Nt Defuult A1SC14.ASD 'LC2 W-C Defauli DL t,Loo-fl 3 A1SC14-ASD 1.0c Nei Delault 1. DL Seismic 0. file:///C:/Use.rs/`Admin/Documents/Storap-e%20frame.htm 5/19/2017 VersaFrame (Build 608.0) by Digital Canal Corp. Page MSCI4-ASD LC8b Nc Default 0. DL 0. Seismic 0. 51 Combination DL Ni DL I Nodes Units: Coordinates X. V. Z itti No XI '1 Z No . V I 0.00 0.001 0.00 21 0.0 8.00 00 31 14.5(4 8.001 0.001 41 1.4.5(4 0001 0.0 Members Units: Angle [dcgj: Length Itti Relcas flag: I=rdeaed, 0=not released: [Start_071[End.OZJI.StartOYlllnd-6Y1 Nonlinear hag: 0--linear, ]=tension only. 2compressiott only No Node-1 Node-2 Section Slateria Local Angl Cracki Relcas Nonlinea I I 2 3 1 0.00 1.0 1.000") 000() 2 3 2 I 0.00 1.0 0000 3 3 3 I 0.00 0000 Nodal Loads Units: Force [kip]* Moment [kip-h: Direction: 0=X.-1,=Y, 2Z. 3=OX. 4OY, 5=07- Point Loads Units: Force [kipi: Moinci*t (kip-ft);Coord-Sys;.Loeul0. Gläball; Direction: 0X. lY, 2Z. 30X 4OY, 507_ Line Loads Units: Force [kip/fti: Coord-Sys: Loeal0. Global=I; Direction: 0=X, l=Y, 2=7- Nodal Displacements Units: Displacements D. Dy. Dz (inj; Do; My! Doz [radi ..Ic,_I,I I (' Nodd DA D, DA DoA Doyl Do 0.000e+00 -5.613c-010 0.000e+00 0.000e+00 0.000e+00 1.348e-003 I.508e-004 -I.356e-003 0.000c+001 0.000e+00 0.000e+000 . -2.70 Ic-003 3 l .S0*e-00 -I.356e-003 0.000e+00C 0.000e00 0.000e400 2.70 1e-003 41 0.000e+00 5.6I3c-010 0.000e+00 0000e+00 0.000e+00 - I .348e-003 _...j r, L:.:....'. AIf'tI ACI I Nod - Ds 0% DA Do Doy .Dw 0.000e+000 0.000e+000 0.000e+00 0.00o01 0:000e+000 -1.291 e-003 l.093c-001 -1.990e-1104 0.000e+00 0.000c+04 0000e+000 -8.359e-004 31 1.092c-00 1 -3.434e-004 0.000c+00 0.000C+001.0.0000+00 2.448e-00 0.0000+00 -1.422e-0I0 0.0000+00 0.0000+00 0.0006-00 1.829e-003 f I k.........d. AICIIdAcn I (0k - Nod I). Us U Di)4 Doyl Dov. 0.0000+00 0.0000+000 0.000e'100 0.000c+00 0.0000+000 1.722c-003 -I .093e-001 -2.349e004 0.000e+00 0.000e+00 0.000e+000 2.826e-005 I.092e-00I -9.048e-005 O.ODOc+001 0.000,woq 0.000e+000 6. I94e-00 0.000e+000 0.000e+000 0.000e+00 0.000e+00' 0000c+0001 I.397e•003 file :///C:/Users/AdminfDocurnents/Storae%20frame.htm 5/18/2017 VersaFrame (Build 608.0) by Digital Canal Corp. Support Reactions tqO'3 Page 7 Units: Force Reactions Rx. Ry, Ri Lkipj: Moment Reactions Roy. Roy. koz [kip-it) Load Combination 2: A1SC14-ASL) LC2 Nod4 RKo Roy Rb I 0.112 0.725 0.00 000 0.000 0.00 4 -0.112 0.725 0.00 0M0t 0.000 0.00 Load Combination 3: AISCI4-ASD LCc Nod Rx RvI Ro Ro ij .0.0131 0.1061 0.000 0.00 0.000 0.00 41 0.051 0.184 0.00 000 0.000 0.00 Loud Combination 4: A1SC14-A.SL) LC8b Nodd Rx Rol Ror Re 11 0.0481 0126 0.004 0.004 0000 o:Oo 4 0.0221 0.048 0.00 0.00 0.000 0.00 Member End Forces and. Moments Units: Force Fx Fy, Fz [kip i Moment Mx. My, M Ikip-fil I n.,I n,kn.iinn I AI€('Ia.ASfl I C Membei Nude Fx (Axial) Fy (MajorSIiear) Fz (Minor Shear Mx (Torsion 0.725 0.I 12 0.0001 0.00 0.0001 0.00 2 -0.725 -0.112 0.0ol O.00N 0.000 -089 2 -0.112 0.72 0.00 0.00 0.00( -CR89 3 -0.112 .0.7251 0.00 0.004 0.000 -0.89 3 3 -0.725 0,11-21 0-024 0.004 CR000 -0.89 4 -0.7251 0.112 0.00 0.0001 0.0001 0.00 .s,..I AIC1g.ASfl Member Nod Fx (Axial) Fy (Major Shear) Fz (MinorShear Mx (Torsion NNIV Mz(MJo 1 .0.106 0.013 0.00 0.00 0.000 0.00 -0.106 0.013 0.00 0.00 0.000 0.101 -0.057 0.106 0.00 0.001 0.000 0.101 -0.057 -0. 1841 DM0 0.00 0.000 -0.45, .0.184 0.057 0.00 0.00( 0.000 -0.45, 41 -0.184 0.057 0.001 0.00 0.000 0.00t -nod (onihinattnn 4 AISC I4..ASD LCRh Member Node Fx (Axial) Fy (Major Shear) Fz (Minor Shear Mx (Torsion) .0.126 -0.048 0.00 0.00 0.000 000 2 -0.126 -11048 0.00 CR000 0.000 -0.38 2 0.022 0.126 0.00( 0.0001 0.000 .0.38 3 0.022 -0.048 0.00c,0.0001 0.00 0.17 31 3 -0.048 -0.0221 0.001 0.004 0.000 0.17' .0.048 -0.0221 CROnq 0.000 0.000 0.001 fi le:///C:fUsers/Adrnin/Docurnents/Storae%20frame.htrn 5/18/2017 .. . Steel ChecklRepOrt. rrojI Storage frame (C \UersAdmtn\Dounients) Company AM Logineers Denpiiin steel moment frame on side ulcont.uner walt opening Date: .flsli$0112:Ul'M :SotIwtre::irsaFrame .Codc Check RidtS.(ASD14) CD1T1r'AI.. ID Section Name Status GoerniiigCiitcria Stress Load Co,nblnition Distsnce MAO HSS4X4l/S .OK Luvt.DetlectiouiY 0 1870 AIS('I4 ASD_Lc2 I i46000 OK . Li.DéfliiónY 03669 AISCI:4-ASD LC2 •. . 7.2500: 2......HSS6X4XI/8... HSS4X4Xl/8- .0K4:' : LivDcflcctionY Ol870.: . A : CCI TEflI.flAflDAMRt2ATIflNS Load Combination... A1SC14 ASD LC2 - k Code Check Total ....... -:1 1 Dependent I Conditional AISC14-ASD LC5 -. - "AISCI4 ASDLC8b t 7+ . S . theck èá fr staraje .?iane .... ... ThSsi'g.ii .Piocdiire.for Mèinber 1: :tS'4.x4Xi.i8 L)t SIgAL ii a L.nhn, U, 415C 4$ 1) 1411: Fthlws: (2011)) INPUT• A (in) 1 77 jbr(in)c 4 K i I 84 S (iif) ; . 2.2 L(th4) 44 tf(ifl) ....J) 116 I iS(in) 22 44 .9 d (in) J . I 2-56.`4 i... ,.Z(in' 1-58. iii) 0-1:16-. —Ric% - 96 4Tt Z(iii i 256 t4w rn)-- I8 +k(in) 0232 Liin) 96 itiJ (in4 + 691 xi(tn) JJ (1 L(u) .rZ 96 I - 0 to WeIded No 2 SOLUTION. I. R HECK AXIAL--STRENGTH, Description loimula - - - %',lue Code Q for-tube and HSS Q = 1.Q Q-a -.ji Section ii.i,in1,act Q=1 0 00 __l E7 r . 2 E3-4 r (ksi) (for QFF 2 2) F r 00 658 UP1F. F 2005 E7 2 koal Capaut Ph F A = 35 49 kips P P11 = 21 25 kips i; tK LEX(JRA1 STRENGTH Descnptloi - Formula I alue Code 3148 1 T,blcB4: I 12(E / F'- 2697 rab1 9.4-16, r r ) 40(ElF),v . I 3372 c Tib1eB4 lb 9I1 Fl 2 , '..:. I.I --Description - Formula . Value Code ç ;- ThIIIL 3l4$i t TbltB4 2'42'(E'Fr 5828 TabkB4 lb /'- 1 L 5 70 (E/ ableB9b 1(Y;'67: . F7 3(a) 1..•I• a:,p'ij,,i I1Iimi Description .._. Formula.. .......... . . Value................... -......Code. > -, b&I - + 1l4K TabIeB_4lbL 12(E, F 2697 TahkB4 lb I 4O(E/F, TabkD4 lb - - .Ô':\Uer\Aärn.n\ocwaents' . :t ek epor. o*.aag Vrme.; .. :. V•• I I M=M1 (M r S)(3 S7(b'L)(FIEf 4) I 9666 I Fl 2 ,r. t•V___VtV.Vt.VIVV_VV_tVI VVJi_I!__ V DescnptiOn Formula Value Code j4 i3l4S -5.8.M. TabkS4lb Web i compacT M = 1067 - FIicaiLy.stlbflgVAxis: M 9:666ft4ips: =-5188ft-ips Cpàóky-weak.Axis =:9666'ft-ki:. i t'UrrkAViAi AflIi TY1it.IiT1RA(TtAN V.: Dëriptioi VV V Fôiiula V Piflkps)] jP= E1/,(Mil(lK T1366 I Ix B Cm I (t Pri P1) 1 0 1 009 A 8 r CM,(ftkips)ik - " ..O9046 1i I AS EI - / (MIN(I K` k) 1366 A 8 5 BivyCmy/(L: P/Pt j'2=1 0f T-CA 8433JJ ______________ M(ft kipf -O A 8 I 02O: PYVV(V 1+IVM 0:t73-3(H1.-lb);Note: V V I) Moincni niagnitiauon auor Si is coiscrv'uteI applied to ovmlI moni'.nl 2) Moment magn&tiuition lactor B2 is .iscurned to hate bt.ii takcii care o by -PD k.lLt Analysis AXJALFLEXURAL INTFR?lC7I Te1TU OK V V .4 ,CHECWSHER STRENGTH Description Forrniilii - Value Code C1 600 G23 - 14 dWT ~:V# 4 085 1 II Mr w ______________ V i .VVV_VV• -25.42 V _V_V C'- V Description, V V • - ... - FöiiiIà V V...:.. . V 1V2ItI V - 0J .Code.... GMW 11PO4* ;h I - V - VVI OF IC ••. • •. VV ....... .-.25:42 V_-G24 IS 22 - V 0007366 - • V SItEAR-YST.4 .tIS: .0KV V . V AVV0' SHE?1RXSTATU.S o V - :$ CHECKT.OTAL.LOiD D - Description -- V VFoi.nluln ....................• ...value VV V.Cd - VVV A1linible &. /IJ240 0.44) ApucaIe' - -AIiowabIé VVV V V L'240......... . 04: .....Not.APp11cable 12 —. 0,06 rd = 000 LL XST4TUS.-. - V V • - . - - V C \bse-s\Adrni.n\Documerts 05/18/2017 Steel Check Report for Storage frame -2ot 43 Page. TOTAL LOAD DEFLECTION.Y Sfl TUS: OK 6. CHECK LIVE LOAD DEFLECTIONS (Load Combination: A - Not Applicable. AT - Default) Description Formula Value Code Allowable L . 1)360 027 Not Applicable AllowableL. 1)361) 0.27 Not Applicable Note: .t1/MAu.u0.00/0.270.00. Lll'E LOAD DEFLECTION-X STATUS: OK u1 .'uj = 0.05 10.27 = 0.19 LIVE LO.4D DEFLECTION-YSTATUS: 011 C: \Uaera\Adiniu\Docurnents 05/18/2017 Check Report fik Desin tIiI,efOMeiiber2:: HSS6X4XL/8 D,gssdaash'ic to uSC ISP I4:I;!da:snn (20/0) Cri1!iiii I INPUT .DnflDUTI CQ. 7 AOh2) 223 b(rnY 4 & K i in Th : Sal 3 I T I (m4) I f.4 t, (in) 0 116 I TWS(un3) 3 0 l(rn4) 615 d(in) 6 K,... I ... . i'Z(in3) r(rn) 226 0116 L (in) r 174 Z(in3). 346 166 k(in)2 f 0232 pIJc(in) i 174 - 'i 4(,n4)i 126 r-x(iñ) 0 -7cLjç(in) 0 0 (in) V.. 0 ... 1 2 I WcIdcd . y(k5l) 50 ,r.A iCCVi?fT.' P(kips) Jv1(ft laps) M (ft kips) V(kqs) V(kips) MIN.-1731 0 -O . 0 SOLUTION i cIIEcxiAL•sTRENCTH I_' e,.1......I. 0$) Description Formiula Value Code .KL7r ..2 . maiKL/r K I048 r jf 2 p for tubes nd I ISS, .0.1=1,0- M k Qa' 1L' -m. m '- tScctuoniscompact Q1 i I i i.LE72 e I E7 26 05/ 1FJ (!Lui F& (hi (tQFiF~=2:25.i E=Q0.658.!';F. ,,.. 22r39 . .... E7:2 Içapaçy:.:FF, A 93kijs:.-&C .2.9kips 2. :HEd'FLEXURAL.S'rREjiCTil (i). Asis YIèIdiu. Description Formula Value Code I '/. i b11,t 3l 4'j Tab18l j 26%.7,TabkB4lb mr FY' :14E' ir3372.I;iF ?- rabIeB4 Ib M MUMI!I (M FSH357(bt)FE) 4) .. 1692 j . F72 De'criptiàii. .. jr,jüIà h't 7 .) 4872 - r TabIeB4Ib}'i ç 11( ç .. '5&2S . TableB4.lb 570(Ei FY" £ TabIeB4 Lb. M) WLb is uinp iLl M = MD - 19 - F73 (a) f Ià.;Ul;.n Description Formula,— .. \'altu Code ' b ri . 4$ 72.-I t lb .Tab1eB4 h I 12(E F — 2697 Table, B4; lb F? . 33 72 Tab1e4 1b C:- AdiiçPocumerts Value ... Côd ...... 4 f rh1,4/( _T E 3I 48j 242(E/1 )) 5828 - TahIeB4lb 373 T4bleB4!1b%7 Wb ,sompact Mfl=MD ae]. C1e} Retort ror Stoaqe frame gO4'3 Pacie S't 'vi, F S I 10 79 - F7 ?3 &F.74: Note:. I) S r is computd ith a reduced Ilalige . idtli b For bt.nding .tbout y a\i) itate section uch 11th b b and d = 4 in b, = I 92 7.t (DFYL (I) 038, (biLt) (C/F,)') = 4 3563 in b(h-2O W -29565ifl.. =bi=0b029aii New' NutraI Aiis = = (A d2 A, (d 0 5t))' (A , = 1;9546m in Disrince 1 mm old Neutral Axis = y d/2 yw 0 I40344 in =0000I6853I in1 y'd y,1 , 05208234in1 1+Ay. Ay"'55420S uii S 0 /(d 5S933 i I V A W.h I eil R,u,kttnc, FIñilCãtS1oniAil M; .I6: kips: I.b..i;:3:nps . MM.1c 646•ft-kips ............................... I 1u It:Avlsr Ii rvtrnAi'triTvRArinN . Description Fornuila alue Code (ktpsi (MINl R7.4 I0 85. B, Bia C111 1(1 Pr! Pri.) 1 0 1 002 A 8 3 81M4 C L- l-7342 t 11 M,dtlkips) - P,(kips) E1 '(MIN(I K )L,) - 58 14 A 8 5 A83 Axial and Fkual lnu.nicuon (or Pr'Pc 020 P11(2P ) C M&Mc Mr 'Mci.) 0 1731 (4 I lb ) Not I Môinêñt ,ninificttion factor B1 i' concc.rvauvdy app lad to öenll momeilt 2) Mtinieni unagniticitiin)tur B is assumed to ben taken care of by P Delta Analysis !W-Ii.JEX1JR4L ,ATER4c7%JN:STATUS:,. OK . .4k. .(,t1FrKIR:STRINCTF1 . . . Description Formula.viiIue Code - - C CL 100 023 4 902.i,.Z '$iiere I =d3 zm Ng .. . .• Y "G21 06AC........- .. 39.34 1 Descriptióii. ...... •Formtila ..i . ...... f -4 4> + k = 0 L .. l 0 - 4 4 - C ('=1 100 _Vnhiè ....... ...,Ciiil& G23 Y06'.'C. . - 2542 ...G2I SHEA R-YSTA TUS: OK \r:i . SHEAR-X.STATUS: OK c \éfDthimezits 05,L/2OL7 Page Steel Check Peport for Storage frame 219gp43 D. CHECK TOTAL LOAD DEFLEcTIONS (Load Combination: A,- Not Applicable, As..- Default) Description Formula Value Code Allowable-4,, L'240 .0.72 Not Applicable Allowable L24() 0.72 Not Applicable Note: ••-lMIj =0.00/0.72 = 0.00 TOTAL LOAD DEFLECTION-N ST.4 TUS: ON j1./.'M.%IL 0.18 10.72— 014 TOTAL LOAD DEFLECTION- }'STA TUS: OK 6. CHECK LIVE LOAD DEFLECTIONS (Load Combination: & -Not. Applicable. Aj - Default) Description Formula Value Code Allowable I.% L1360 048 Not Applicable AllowabkL 1/360 04$ Nut Applicable - Note: .'tA.UI 1.ui.j 0;0O1 0.4$ = 0.00 LIVE LOAD DEFLECTRN-XSTATUS: OK 0.1$.! 0.4.= 0.37 LI!'E LOAD DEFLECTION-YSTATIIS: ON C:\Users\Acfmin\Documents 05/18/2017 JOB 417-0 11043 c1Dy4c AilA/jf, h411 aPEi/"-t AM ENGINEERS SHEET NO. 16 OF___________________ Consulting _Structural _Engineers, CALCULATED BY________________________ DATE (760) 741-7306 )?aiP 24vçtJ - ----.- (E) (,V) /.'x4/6 12- 'I ' G -Ts 'k4 x 1 tolIz..iQ I.J We] ) Mzg ij7:, (0 C/J4dL () 1t/ ___± 057ut nc I AO 0\ 7 1 ID\ JOB__________________________________ AM ENGINEERS SHEET NO, O._____________________ Consulting _Structural _Engineers CALCULATED BY DATE 1: (760) 741-7306 . t) 1 --i''4- -------= - - I( 6V'IL SAN DIEGO REGIONAL I OFFICE USE ONLY HAZARDOUS MATERIALS RECORD ID IPLAN CHECK #__________________ 'OCCC" QUESTIONNAIRE I OP DATE I I Business Name ct Business Contact Telephone # Project Address City 22.5LP I 03 CO -F AO St& Zip Code I APN# I -Z. Ofo 2-t. Mailing Address City State Zip Code Plan File# SkM I Project Contact ?ftR[P t&1SO1 Applicant E-mail Irpv(t16eM Telephone # 7LcO.2.44.O11 The following questions represent the Taciuity's activities, NUt the specific project aescnpuon. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for prolects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 I Is your business listed on the reverse side of this form? (check all that apply). '10L 2 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 Will your business store or handle Hazardous Substances in quantities greater than or equa5galons,0U/9 4.0 5.0 6.0 L 7.0 8.0 pounds and/or 200 cubic feet? 't C Will your business store or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? "G Oii., -Ja1L Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? ON Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or areater than 1.320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 aocdcomo(Stsdcountv.ca.Qov (858) 586-2650). rNo stamp required if 01 Yes and 03 Yes and 04.06 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 bums; residences forming part of a larger project. rExcludes garages & small outbuildings.] YES NO 0 M 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 I 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 13 Will the projector associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.orglinfolfacts/Dermits.Ddf) for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: I Briefly describe proposed project: bF- ¶cu4*eJ1 I dedare under penalty 9f perjury that to the best of my knowledge and belief ttle res ade herein are true and correct. çJ6'44- (99s . Name of Owner or Authonzed Agent Signature of OAmerOr Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_______ FOR OFF U ONLY: 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 A stamp in mis DOX oniv exempts ousunesses tram competing or upueung d ri"urduuto IvIaLvismo auaii iaaa r-iau. iu ii • ' .' " 'i HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division If the answer to any of U Diego, CA 92123. d 0 alARP Exempt Date Initials 0 CaIARP Required Date Initials o CaIARP Complete Date Initials I Development Services (City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 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. 4 Details on CAP ordinance requirements are available on the city's website. Application Information Project Name/Building Permit No.: I. BP No.: tj'LcZOl q— 637 PropertyAddress/APN: g rj iizp 4 (% M 2-IZ - - 2.(p Applicant Name/Co.: / Applicant Address: 1 M iz.f ., E, c-. iu t7 17 D c.€ q 2.4 2-1 Contact Phone: 1(j0. .0 2-7 7 Contact Email: J oi -pj c.o(Lf Cotk Contact information of person completing this checklist (if different than above): Name: 3 Contact Phone: Company name/address: Contact Email: Applicant Signat Date: (f'z. 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 exisJ bui Jincis, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ ' 10 p Construction Type Residential O New construction O Alterations: BPV 2:$60,000 O Electrical service BPV ~ $200,000 Nonresidential New construction Alterations Complete Section(s) I Notes: 1A 0 exempt IA 1-2 family dwellings and townhouses with attached garages IA only Multi-family dwellings only where interior finishes are removed 1A and significant site work and upgrades to structural and mechanical, electrical, and/or olumbina systems are or000sed lB and 2 2 I 1. Electric Vehicle Charging j Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE ready parking space required 0 Exception:, -- . 0 Multi-family residential: 0 Exception: Total Parking Spaces Proposed ' ' .-' ''''•' - EVSE Spácés' Capable . Ready. ' Installed -. Total Calculations: Total EVSE spaces = .10 x Total paikircg (óundd up to nèaretwhole ñumber) 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 $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 stems are proposed. 0 Nonresidential new construction (includes hotels/motels) 0 Exception:_____________________________________ Total Parking Spaces Proposed I EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided .Number of required E\iSpaces Number of required EVSE Installed Spaces 0-9 1 1 10-25 2 1 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 4/12/2019 2 '2 City of Carlsbad Climate Action Plan Consistency Checklist 2. 0 Transportation Demand Management (TDM) List each proposed nonresidential use and gross floor area (GFA) allocated to each use. Employee AOl/i ,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 '7ü5Z). Total 153 If total employee ADT is greater than or equal to 110 employee ADT, a TOM plan is required. TOM plan required: Yes 0 No 0 Employee ADT Estimation for Various Commercial Uses ADT for first Emp ADTI IM Office (aH)2 20 20 Restaurant_______________ 11 Retaib 8 4.5 Industrial 4 3.5 Manufacturing . 4 3 - Warehousing I i Unless otherwise noted, rates estimated from ITE Trip Generation Mahual, 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 may be subject to special consideration Sample calculations: Office: 20,450 sf 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf I. First 1,000 sf = 8 ADT 9,334 sf - 1,000 sf = 8,334 sf (8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT 1 D //,00 0 Updated 4/12/2019 . 3