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Home My WebLink About2200 FARADAY AVE; ; CBC2019-0314; Permitkof -city Carlsbad Commercial Permit Permit No: CBC2019-0314 Work Class: Tenant Improvement Status: Closed - Finaled Lot #: Applied: 06/24/2019 Reference #: - Issued: 08/19/2019 Construction Type: Permit Finaled: Bathrooms: Inspector: Orig. Plan Check #: Final Plan Check #: Inspection: .12/13/2019 8:35:31Ar Project Title Description: CAL AMP: -27,020 SF T.I. OFFICE TO OFFICE Print Date 12/13/2019' Job Address: 2200 Faraday Ave, 200 Permit Type: BLDG-Commercial Parcel No: 2121206000 Valuation: $1,256,700.20 Occupancy Group: U Dwelling Units: Bedrooms: Applicant: Owner: Contractor: ALAN HERNANDEZ CARLSBAD 2200 LLC S P W CONSTRUCTION INC 8100 Maplewood Ave E, 220 2524 Gateway Rd - GREEN VILLAGE, CO 80111 Carlsbad, CA 92009-1742 760-602-3618 760-931-1130 BUILDING PERMIT FEE ($2000+) $4,045.43 BUILDING PLAN CHECK FEE (BLDG) $2,831.80 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $1,510.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MANUAL BUILDING PLAN CHECK FEE $4.18 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL ' $178.00 5B1473 GREEN BUILDING STATE, STANDARDS FEE $51.00 STRONG MOTION-COMMERCIAL $351.88 Total Fees: $9,147.29 Total Payments To Date: $9,147.29 Balance DUe: $0.00 Please take NOTICEthat approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired.- 1635 Faraday Avenue, Carlsbad, CA 92008-7314 760-602-2700 1 760-'602:-8560 f I www.carlsbadca.gov (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check cj),OI1_031q Est. Value ' it Rsji 05.70 PC Deposit Date Job Address 2200 Faraday Suite: APN: Tenant Name: Cal Amp CT/Project #: Lot #:_________ Occupancy: Construction Type: lllB Fire Sprinklers/ no Air Conditioning: j3/ no BRIEF DESCRIPTION OF WORK: LI Addition/New: New SF and Use, New SF and Use, Deck SF, _________ Patio Cover SF (not including flatwork) Tenant Improvement: 27,0 SF, Existing Use Office Proposed Use Office SF, Existing Use Proposed Use fl Pool/Spa: SF Additional Gas or Electrical Features? LI Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No LI Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: Alan Hernandez - LPA Design Studios Name: Taylor Turano Address: 5301 California Avenue #100 Address: 8100 E Maplewood Avenue City: Irvine State:CA Zip: 92617 City: Greenwood Village State:CO Zip: 80111 Phone: (949) 701-4248 Phone: (303) 771-4004 x.1002 Email: Ahernandez@lpadesignstudios.com Email: Tturanoalbdev.com c_1 DESIGN PROFESSIONAL CONTRACTOR BUSINESS Q )OLb/O.12J3.. Name: Sevanna Gilpin - LPA Design Studios Name: 9-1°W CO3V17e11C770Dt/ Address: 5301 California Avenue #100 Address: 2cZ'-i 4rEW4Y P 049 City: Irvine State: Zip: 92617 City: C1kCLSM State: Zip: 90009 Phone: (949) 261-1001 Phone: 70.93I.(I 10 Email: Email: MIbE W((TECOV,J11()CTtPIN C .(O'W Architect State License: StatiIc CA Bus. Licenses, 1021256' (Sec. 7031.5 Business and Professions Code: Any City or County which requires a per, lit oonstruct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.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 Company Name: ONCt M r Co vPCi.A L li c - _ uc. Policy No. M3036-[9 Expiration Date: t/L /2020 O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in additi n the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: DAGENT DATE: /t9/2o (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and 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. 13 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): 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 hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 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 PERMIT.OSHA: An OSHA permit is required for excavations over 5'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 forqthe date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 1Od's ($.gtion 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: ( 4\ DATE: 6.20.19 1635 Faraday Ave Carlsbad, CA 9VOO8' Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 06/24/2019 Owner: CARLSBAD 2200 LLC Work Class: tTenant Improvement Issue Date: 08/19/2019 Subdivision: CARLSBAD TCT#85-24 UNlT#03 Status: Closed - Firialed Expiration Date: 06/08/2020 Address 2200 Faraday Ave, 200 IVR Number: 19949 Carlsbad, CA 92008-7233 Actual Scheduled Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rpugh Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 1112012019 11120/2019 BLDG-85T-Bar, 111571-2019 Cancelled Luke Storno Reinspection Complete Ceiling Grids, Overhead Checklist Item S COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 11121/2019 11/21I2019 BLDG-Fire Final 105963-2019 Passed Felix Salcedo Complete Checklist Item COMMENTS Passed FIRE- Building Final Yes 12/11/2019 12/11I2019 BLDG-Final 113362-2019 Failed Michael Collins, Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Notice No 12/13/2019 12/1312019 BLDG-Final 113699-2019 Passed , Paul York Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Notice Yes December 13, 2019 Page 2of2 13 Permit Type: BLDG-Commercial Application Date: 06/24/2019 Owner: CARLSBAD 2200 LLC Work Class: Tenant Improvement Issue Date 08/19/2019 Subdivision: CARLSBAD TCT#85-24 UNIT#03 Status: Closed - Finaled Expiration Date: 06/08/2020 Address: 2200 Faraday Ave, 200 Carlsbad, CA 92008-7233 IVR Number: 19949 Scheduled Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date 09/23/2019 09123/2019 BLDG-84 Rough 105014-2019 Partial Pass Paul York Reinspection Incomplete Combo(14,24,34,44) 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 BLDG44 -. Yes Rough-Ducts-Dampers 10/04/2019 10/04/2019 BLDG-17 Interior 106500-2019 Passed Paul York Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 1010712019 10/07/2019 BLDG-84 Rough 106705-2019 Passed Paul York Complete Combo(14,24,34,44) 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 10I10/2019 10/10/2019 BLDG-18 Exterior 107274-2019 Partial Pass Paul York Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency . . No 11I06I2019 11/06/2019 BLDG-85T-Bar, 109953-2019 Passed Paul York Complete Ceiling Grids, Overhead 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 11/19/2019 11/19/2019 BLDG-85T-Bar,' 111303-2019 Passed Paul York Complete Ceiling Grids, • Overhead • December 13, 2019 • • Page 1 of 2 EsGflV0 A SAFEbudtCompany DATE: JULY 03, 2019 El APPLICANT JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.:7-2019-0314 SET:I PROJECT ADDRESS: 2200 FARADAY, SUITE #200 PROJECT NAME: CALAMP - T.I. LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LII 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: LI 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: Alan Hernandez Telephone #: 949-701-4248 Date contacted: (by: ) Email: ahernandez(dlpadesiqnstudios.com Mail Telephone Fax In Person LI REMARKS: By: ALl SADRE, S.E. Enclosures: EsGil 6/25 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 2019-0314 JULY 039 2019 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK #.: 2019-0314 PROJECT ADDRESS: 2200 FARADAY, SUITE #200 OCCUPANCY = B; STORIES = TWO; HEIGHT = NO CHANGE; SPRINKLERS = YES; AREA = 27,020 (THIS T.I.); USE = OFFICES; SCOPE = T.I.; CONSTRUCTION = Ill-B DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 6/25 JULY 039 2019 REVIEWED BY: AL! SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. GENERAL Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. CARLSBAD 2019-0314 JULY 039 2019 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? U Yes U No PLANS Sheet MO.001, as per Sheet Index, is labeled as M1.001, in the submitted plan package. Sheets A3.10 & A4.11, as per Sheet Index, on GO.02, were missing from the submitted plans. 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. Update the notes on Sheet GO. 03a, accordingly. Please show a complete floor plan of the 2nd level to demonstrate complete existing through the adjoining space(s) connecting to the stairs, so that compliance of the exiting-system can be ascertained. Please label the doors to the patio on Sheet A2.12. Note if they are existing, or new & add them to the door schedule. Please provide details and references on plans for all the full height glass partitions. Provide calculations to show they are adequate for 5-psf lateral pressure. ACCESSIBILITY Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. Section 11 B-502.8.2. The sign shall be 'a17" x 22" with lettering not 1" in height. The required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or SPECIAL license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning ." The word Special is left out of the sign verbiage. See detail CIAO. 1. Please show detectable warning surfaces on plans, where walks cross the vehicular way. Sec. 11 B-247.1.2.5. Show compliance with CBC, Sec. 11 B-705.1.1.3, specifically the color of the detectable warnings. Detectable warning surfaces shall be yellow and approximate FS 33538 of Federal Standard 595C. Please show urinal 131/2" projection from the wall. Fig. 11 B-605.2. CARLSBAD 2019-0314 JULY 039 2019 Please show 12" between the grab bar and the rear wall on detail 01/A4.10. Fig. IIB-604.5.1. The combination toilet paper dispenser, as shown on plans, is not acceptable. The 1-W' clearance between the grab-bar and the wall is absolute, not subject to construction tolerances to encroach into, as the dispenser will. This is a new change effective July 1, 2018 in the CBC, Sec. 11 B-609.3. Revise details 01, 10 & 11/A4.10, accordingly. Drinking fountains are required by CPC Table 422.1 for this occupancy type (if the occupant load exceeds 30. CPC 415.2). Review the requirements of this Table and provide as necessary. CPC 415.2. Please note the kitchen complies with Section 11 B-212 & 11 B-804. Please specify 24" max between the centerline of the frig. And the 30" x 48" clear floor spaces for parallel approach. Sec 11 B-804.6.6. Please specify the 50% of storage shelves (as well as kitchen drawers) shall be HC accessible. Section 11 B-804.5. See interior elevations and kitchen equipment drawings. POLICY ITEMS For plans submitted to the City on or after 4/12119, the following Electric Vehicle requirements apply, per Carlsbad ordinance: Non-residential: Carlsbad amended the California Green Code, as follows. The California Green Code provisions apply to new buildings and to alterations (if the alteration shows parking spaces being added). EVSE capable": 1" raceway terminating into an adequately sized (amperes) panel and an enclosure (parking end) the location identified on the building plans. If common use parking is available at least one capable space is required. "EVSE ready": Panel capability, 40A 2 pole breaker, 1" raceway, No. 8 conductors installed to the anticipated charger location. 'EVSE installed": Panel capability, 40A 2 pole breaker (per space), 1" raceway (per space), electrical vehicle charging equipment and No. 8 conductors installed to the charger location. TABLE 5.1 06.5.3.3 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV SPACES NUMBER OF REQUIRED EVSE INSTALLED SPACES 0-9 1 1 10-25 2 1 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 201 and over 10 percent of total' 50 percent of required EVSE Installed spaces' CARLSBAD 2019-0314 JULY 039 2019 1. Calculation for EV spaces and EVSE Installed spaces shalt be rounded up to the nearest whole number. The "Number of Required EVSE Installed Spaces" column in the table will require a completed EV charging station design. The "Number of Required EV Spaces" column in the table may be "capable", "ready", or "installed." (See definitions). Accessibility to comply with CBC Table 11 B-228.3.2.1 and space design of 11 B-812.6 is required. STRUCTURAL Please provide calculations for the proposed changes on the structural plans. ASCE 7-10, Sec. 13.1.4.6. Please provide details and references on plans for all the full height glass partitions. Provide calculations to show they are adequate for 5-psf lateral pressure. SCE 7-10, Sec. 13..5.8. MISCELLANEOUS Please see below for P/M/E items. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALl SADRE, S.E. at EsGil. Thank you. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEW NUMBER: cbc2019-314 SET: I PLAN REVIEWER: Connor Reuss PLUMBING (2016 CALIFORNIA PLUMBING CODE) Cleanouts are required to be installed above all urinals. Please address. CPC 707.4. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories limited to 110 degrees F per Energy Standards 11 0(c)(3) Note: The water heater thermostat may not be used for compliance. Show the location of the required service sink. CPC Table 422.1. All domestic hot water piping to have the following minimum insulation installed: 1/2" pipe (1/2" insulation); %" pipe (1" insulation); 1"-1 W pipe (1 %" insulation). CPC 609.11 & ES 150.00). CARLSBAD 2019-0314 JULY 039 2019 Specify if any natural gas-powered appliances are under this permit. If so, please provide the proper CPC 1216.2 Table, the total developed length, and the load for each appliance. CPC 1216.0. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) For the indoor fan coils, specify that the required smoke detectors will be within the supply ducts. CMC 608.1. Please specify how the 0.15 cfm/sq. ft. minimum outside air rate will be maintained. ES Table 4-14. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. CMC 602.2. Then address the following on the plans: Specify that all combustible materials exposed within the plenum space must comply with CMC Section 602.2. Flame-spread index of not more than 25 and a smoke-developed rating of not more than 50. 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 address city of Carlsbad EVSE charging capabilities or installed chargers per this specific TI. Project. More comments may follow depending on city ordinance requirements. Provide a single line diagram for the new service. Include the following information: Specific note 3 is vague. Please provide the necessary studies and include results on plans. For fault current mitigation, describe the electrical distribution equipment design as "engineered", "fully rated" or "series rated". Include the AIC specification rating of overcurrent devices throughout the system. Please correct and indicate the transformer nearest ground electrode. Ground Rod may not be used as it may create potential difference with existing ground electrode in the building. CEC 250.30(A)(4) Is "PP213" panel new? It is shown as new on floor plans. Schedule shows existing. Please correct. Server Room 225 is an information technology room and designed as such? If so, please address CEC 645.4 emergency shut off functions. Note 12 on E2.3 indicates CEC 517.13 redundant ground. Is this applicable. Please correct all notes to be job specific. CARLSBAD 2019-0314 JULY 03, 2019 New panel "LAB-I" is shown above 45 KVA transformer. Please relocate to meet CEC 110.26 clearances. Panelboards located on the secondary side of transformers require "Main" protection. Please provide within 25' of the transformer. CEC 408.36. Provide ventilation for the rooms containing transformers. For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 Any lighting or power in the back-patio area room 244? Emergency lighting may be required. Coordinate with the emergency egress plan. Please provide emergency lighting photometrics to demonstrate compliance throughout the egress path. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) Hot water recirculating loop systems requirements: Detail the following: (See ES 110.3 for specifics): The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. Pump isolation valves. A check valve is required on the cold-water supply line between the hot water system and the next closest tee on the cold-water supply line. (See CPC 608.3 for expansion tank requirements). Local control of lighting must be in the same room or area and controlled by a readily accessible switch. Multilevel lighting controls are required in areas 100 square feet or greater that have a connected general lighting load exceeding .5 watts per square foot (Classrooms are .7 watts). LED luminaires require dimming capability of 10 to 100%. Include control placement and design on the floorplans. (Dual switching no longer complies). ES Table 130.1-A. Each floor, each space (not exceeding 5,000 square feet), and each type (general, display, and ornamental) of lighting shall be individually capable of being automatically shut-off when the building is unoccupied. Include the control design. Automatic time switch control requires a 2-hour override. ES 130.1(c). Occupancy controls are required to shut off all lighting in: Offices 250 square feet or smaller, multipurpose rooms of less than 1,000 square feet, conference rooms, and classrooms of any size. ES 130.1(c)5. CARLSBAD 2019-0314 JULY 039 2019 Generally, automatic daylighting control with multilevel lighting ability is required for general lighting in daylit zones. Please provide the locations and control design. ES 130.1(d). Voltage drop is limited to a total of 5% for electrical circuiting (feeders and branch circuits combined). ES 130.5. 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. E1 11997 USC P I i 6theck Fee Ni Type of Review: P1 Complete RevIew i Repetitive Fee lD Other . I Repeats Hourly ESGU F p. p.. Structural Only CARLSBAD CBC2019-03 14 JULY 039,2019 RECEIVED (DO NOTPA Y- THIS IS NOTANINVOICEJ AUG 02 2019 VALUATION AND PLAN CHECK FEE CITY OF CARLSBAD RI ill -JURISDICTION: CARLSBAD PLAN CHECK #.: C ôi14SION. PREPARED BY: ALl SADRE, S.E. DATE: JULY 03, 2019 BUILDING ADDRESS: 2200 FARADAY, SUITE 4200 BUILDING OCCUPANCY: B; V-BISPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI. 27020 Air Conditioning Fire Sprinklers TOTAL VALUE I $1,256,700.00 JurisdictionCode GB By Ordinance I I Comments: Sheet 1 o I V&Lrdh\ Io ((e- AMP-- CARLSBAD 2019-0314 JULY 039 2019 [DO NOT PAY— THIS IS NOT ANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: 2019-0314 PREPARED BY: ALl SADRE, S.E. DATE: JULY 03, 2019 BUILDING ADDRESS: 2200 FARADAY, SUITE #200 BUILDING OCCUPANCY: B; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T. 1. 27020 Air Conditioning Fire Sprinklers TOTAL VALUE 1,259,025 Jurisdiction Code ICB JBy Ordinance 11997 USC Building Permit Fee [J 1997 UBC Plan Check Fee Type of Review: Pr, Complete Review 17D Other r Repetitive Fee FERepeats Hourly EsGil Fee I Structural Only 1Hr.@* I I $2,471 .061 Comments: Sheet 1 of 1 EsGilV/M A SAFEbufltCompany DATE: JULY 309 2019 JURISDICTION: ARLSD PLAN CHECK #.:. CBC2019-0314 SET: II PROJECT ADDRESS: 2200 FARADAY, SUITE #200 PROJECT NAME: CALAMP - T.I. APPLICANT \JURIS. The plans transmitted erewith have been corrected where necessary and substantially comply with the jurisdiction's I3uilding codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the chebk list has been sent to: \ EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Alan Hernandez Telephone #: 949-701-4248 Date contacted: (by:Lvç Email: ahernandezcIDadesIqnstudios.com Mail Telephone Fax In Person LII REMARKS: By: ALl SADRE, S.E. Enclosures: EsGil 7/23 9320 Chesapeake Drive, Suite 208.• San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 LPA @OQOOO 5161 California Avenue, Suite 100, IrvIne, California 92617 p. 949.261.1001 f. 949.260.1190 w. 1painc.cam e. Ipa@lpainc.com CALAM.P TI 2200 FARADY, 2ND FLOOR STRUCTURAL CALCULATIONS For Transformer, mounted to full ht wall x No.S * Exp.12131/20 LPA PROJECT #1812430 DATED 09/12/19 c$C 2-ott- 01 1 Lf I I I i! :77 i8 I.e'b.?kb 1.0 PA NchuIct!jra Ptiizinç. tflcir(or Oesqjn Ldiipe Arfltectwa wIh• CrphliS roject: Date: By: . r 304 /ztdbI V_ro1 o. i3o) I1 /io ;4 lie 3or (4b O..fM) Iz. ql l) vø' lit zccl L6* 'cs €4oZ A 4CL1 j.?SI8c1t V' t'kb..Jtier.b.&kwk$3 Awi;4,mw An 'Paq:e rutt.cIurI Piannrnq tnenbr Oetn P' A~ Date Lund&,p8 ArchdecKra Er oni1 Giph Cs . -. - — -- - • — — - - -- -- - cr A pore. r F'ti 8 . f Z D rc 7° I $1 ilP.li. .1 oc4 A T I ETi. isó4 A 0 ST - 1_ •JJO 3+O7tr - - --.• '- r--.-.v. .. -•, -- 7 • .•'': • *OI7t(4 jj) Ij' C.- . .-. I . ________________ -• -------' -. - +:;; . •f••.. j :--- •—:- •.4::. • L - P&..- I. •• I I -• $ . •. ; .J -• -• • ... - :$ ;- - -: •. . • -• • 14.00 10.00 p P2 L ) Project Name: Wall Stud at Transformer Page 1 of 2 Model: Stud @ Transformer 'ode: 2007 NASPEC [AlSl S100-2007] Simpson Strong-Tie® CFS Designer1M 1.3.0.0 Reactions and Connections Number of Connectors Required at each Reaction: 2 No. of No., of Simpson Req'd Req'd# Strong-Tie screws to 12-14 Support Reaction (lb) Connector stud Anchors Ri 79.29 No Solutions - - R2 130.71 SCB43.5 2 2 Total Vertical Shear Carried by Connectors (Ib): 0 Bridging Connectors Design Method = AISI SiOO Simpson Strong-Tie Span/CantiLever Bridging COnnector Stress Ratio Span' . N/A Bending and Shear (Unstiffened): 60.8% Stressed @PI Bending and Shear (Stiffened): N/A Web Stiffeners Required?: No Point Loads P1 P2 P3 Load(lb) 110 -110 70 X-Dist.(ft) 8.00 6.00 9.00 Section: (2) 362S162-33 Back-TO-Back C Stud Maxo = 881.7 Ft-Lb Moment of Intertia, I = 1.10 j'14 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Mmax MmaxJ Moos . Bracing' Ma(Brc) Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Span 534.3 0.606 534.3 60.0 881.4 Distortional Buckling Check Span K-phi Lm Brac Ma-d Mmax/ lb-in/in in Ft-Lb Ma-d Span 0.00 168.0 904.8 0.590. Combined Bending and Axial Load Details Fy = 33.0 kSi Va =2047.2 lb Mpos! Deflection Ma(Brc) (in) Ratio 0.606 0.322 L/521 Axial Ld Bracing(in) Max K-phi Lm Bracing Allow Intr. Span (lb) KyLy KtLt KL/r '(lb-in/in) (in) load(lb) PIPa Value Span 325.0(c) 60.0 60.0 116 0.0 1.68.0 37465(c). 0.09 0.69 SIMPSON STRONG-TIE COMPANY INC. www.strongtle.com Project N?ne; Jail Stud at sorét Model Stud W46 "ode 2007 NASPEC [AISI SIOGL2007] SIMPSON STRONG TIE COMPANY INC www strongtie corn J1J\ 0000000000 5161 California Avenue, Suite 100, Irvine, California 92611 p. 949.261.1001 !. 949.260.1190 w. 1painc.com e. Ipa@lpainc.com CALAMPTI .. 2200 FARADY, 2ND FLOOR RECEIVED JUL 222019 BUILDING DIVISION STRUCTURAL CALCULATIONS For Mechanical unit anchorage >0 FESSI LPA PROJECT# 1812430 DATED 07/16/19 C&20'Y'631S' : (b_ U Project.: - Date: By: Page: Ir177 .CattJ 1 •. .fp - . .•.t-• -4 ( 09 - - I I - I . I I IIi T 116'4 6ix0 is 40, %9 0 14$t i-ihcx /7 • f7 'e 87fs so~'74 I 40 - • -I-, I I '! /8 'I • _______ ______ I I Joe, m -17 47 Project: Date: By: ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE MASTER PLANNING Page: Ltt4JUb( Vt4J1t _;; Z !.c4fr (L6 zs#) - / 11b&.JlPI15 ••. fr i o r r t:t; v 1. 11.o 3 s_4 • .ee'. - = ; /(zi t/h D. _____ • 7 1 'H S 1Wt N L 0 - =g Fr/C 2. jt-' __ Tz- ---, '9 - H g >s .'. VI '.4 't4 F - :i 9 (Ltt(U1.frU Zo e 1 DCIC- 2' st1ç 'tTp- ____ '.O1-&y ~Ve, 0 14 10) fl () (. U Project: Date: ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE MASTER PLANNING Page: Th -' P/001 P4 4KL Fo p to &,/j4 rq70). 7-7 • .• Zoo 2p P1 000 - BEAM LOADING Max. Allowable Defl. at Uniform Uniform Loading at Deflection Span Uniform Load Load Spanh180 SpanI240 Span/360 In Lbs In Lbs Lbs Lbs, 24 1,690 0.06 1,690 1,690 1,690 36 .1130 0.13 1,130 1,130 900 48 850 0.22 850 760 500 60 680 0.35 650 480 320 72 560 0.50 450 340 220 84 480 0.68 330 250 160 96 420 0.89 250 190 . 130 108 380 1.14 200 150 100 120 340 1.40 160 120 80 144 280 2.00 110 - 80 60 168 240 2.72 80 60 ' 40 192 210 3.55 60 50 NR 216 190 4.58 50 40 NR 240 170 5.62 40 - NR NR UNISTRUT P1001 - BEAM LOADING Doff. at Uniform Loading at Deflection Max. Allowable Uniform Span Uniform Load Load Spanh180 Span/240 Span/360 In . Lbs in Lbs . Lbs Lbs 24 3,500 - 0.02 3,500' 3,500' 3,500- 36 3,190 0.07 3,190 3,190 3,190 48 2,390 0.13 2,390 2,390 2,390 0.20 . 1,910 1,910 .. 1,620 72 1,600 0.28 1,600 1,600 1,130 0.39 1,370 1,240 830 96 1,200 0.51 1,200 950 630 108 1,060 0.64 1,000 750 500 120 960 - 0.79 810 610 410 144 800 1.14 560 420 280 168 680 1.53 -. 410 310 210 192 600 2.02 320 240 160 216 530 2.54 250 190 130 240 480 3.16 200 150 -100 P1000 - COLUMN LOADING Unbraced Max. Allowable Load at Maximum Column Load Applied atC.G. Height Slot Face K = 0.65 K = 0.80 K =1.0 K 1.2 In Lbs Lbs Lbs Lbs Lbs 24 3,550 10,740 9,890 8,770 7,740 36 3,190 8,910 7,740 6.390 5,310 48 2,770 . 7,260 6,010 4,690 3,800 60 2,380 5,910 4,690 3,630 2,960 72 2,080 4.840 3,800 2,960 2,400 84 1,860 4,040 3,200 2,480 1,980 96 1,670 3,480 2,750 2,110 1,660 108 1,510 3,050 2,400 1,810 fr 120 . 1,380 2,700 2,110 - 144 1,150 2,180 1,660 P1001 - COLUMN LOADING - Max. Allowable Maximum Column Load Applied at C.G. Unbraced Load Height at Slot Face K = 0.65 K = 0.80 K =1.0 K = 1.2 In Lbs Lbs Lbs Lbs Lbs 24 6,430 24,280 23,610 22,700 21,820 36 6,290 22,810 21,820 20,650 19,670 48 6,160 21,410 20,300 18,670 16,160 60 6,000 20,210 18,670 15,520 . 12,390 72 5,620 18,970 16,160 12,390 8,950 84 5,170 16,950 13,630 9,470 6,580 96 4,690 14,890 11,190 7,250 5,040 108 4,170 12,850 8,950 5,730 3,980 120 3,690 10,900 7,250 4,640 144 2,930 7,630 5,040 ' ** PI000IPIOOI -ELEMENTS OF SECTION Notes: Parameter, 131000 P1001 - * Load limited by spot weld shear. Area of Section 0.555 I42 1.111 In2 >200 AXIS 1-1 NR = Not Recommended. - Moment of Inertia (I) 0.185 In'. 0.928 In' 1. Beam loads are given in tgj uniform load (W Lbs) not uniform load (w lbs/ft or Section Modulus (S) 0.202 In3 0.571 In3 w lbsfln). Radius of Gyration (r) - 0.577 In 0.914 In 2. Beam loads are based on a simple span and assumed to be adequately laterally Axis 2-2 braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 62 Moment of Inertia (I) 0.236 In4 0.471 In' for reduction factors for unbraced lengths. - Section Modulus (S) . 0.290 In3 0.580 Ini 3. For pierced channel, multiply beam loads by the following factor Radius of Gyration (r) 0.651 In 0.651 In 'KO" Series ....... 95% 'T" Series .......... 85% "HS" Series.......90% 'SL" Series........85% "H3" Series........90% "DS" Series........70% Deduct channel weight from the beam loads. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18. - 6. All beam loads are for bending about Axis 1-1. - . 10 I 1iN• IA NOTE: I. SERIES DESIGNATION IS THE lATH POSITION OF NIT P0000CT RORSER ONTO: ALLAN 21 ICEFHNI FRONT FOR SERV UNIT CONNECTION SIZES SUCTION: 002 0 003 314 I. D. SWEAT 0551500 - 110 I. 0. SEAT LIQUID: 340 ID. SEAT CONDENSATE: SI FIT AIO SLOPE COIL DETAILS CONNECTION LOCATIONS S000N FOR OPFLOR OS R011S. LEFT APPLICATIONS ACFO0 PAA(L LOOTIG. FOH SLOPE COILS OAINFLOQ UN 110011. RIGHT APPLICATIONS AND A COILS 5015FLON APPLICATIONS FRONT VIEW 54015 RUTH A COIL DETAILS CONNECTION LOCATIONS FUN IIPELOJ UN HURlS. APPLICATIONS DIMENSIONS iur vutw 5 3116 25 file, II l.—NSH• ç354 T58. I 3500.DDIA. 0.0. 5 -NOTE: II050LAO FOR HIGH TOTANE UNITS WILL HAVE P0150 RISING OPPOSITE LION A 110-PIECE CABINET OPTIONAL FIELD CONVERTED NIGHT SlOt RETURN GPEHIIIO SLOPE COIL UNITS GULF, II2 I IHAS FOR IIXU1.AV UNITS I 114 -I I OPRENI3lI0NG I L 2 112* I I RIGHT SIDE VIEW AIR UNIT SIZE A B C D E H J in mm in mm in mm in mm in mm in mm in mm FV4CNB003 53-7/16 1357 21-1/8 537 19-1/4 489 19-1/8 486 19-3/16 487 28-5/16 735 ig 483 FV4CNB005 53-7/16 1357 21-1/8 537 19-1/4 489 19-1/8 486 19-3/16 487 28-5/16 75 - FV4CNB006 59-3/16 1503 24-11/16 627 22-3/4 578 22-11/16 576 25-1/4 34-1/16 - FV4CNF002 42-11/16 1084 17-5/8 448 15-3/4 400 15-5/8 397 10-3/4 273 - - FV4CNF003 53-7/16 1 1357 21-1/8 1 537 1 19-1/4 489 19-1/8 486 19-3/16 487 1 19 48 FV4CNF005 53-7/16 1 1357 21-1/8 1 537 1 19-1/4 489 19-1/8 1 486 1 19-1/2 495 11 - - LP 5161 California Aye, Ste 100 trene, CA 92617 P:949.2611.1001 F: 949.261.1190 Architecture IPlanning I Interior Design I Landscape Architecture I Engineering I Graphics Floor Mounted Non-Structural Component Anchorage 2016 CBC I ASCE 7-10 Chapter 13: Seismic Design of Nonstructural Components IEquipment Name: Mechanical Units Equipment Anchorage Design (LRFD): Ii. EQUIPMENT PROPERTIES Equipment Name - ELEVATION VIEW Mechanical Units Anchorage Detail (ASCE 7-05, Section 13.4.2) - Pp Ev Anchorage to Concrete or Masonry? NO a Factor = 1.0 • Design Governed by the Strength of Ductile Steel Element NO - Post-Installed Anchors (Seismic Prequalified per ACI 355.2) NO Usted PIP Value Permitted H hcg Component Parameters - Unit height (H) 44.00 in - i. Unit length (1) 45.00 in 0 CenterofGra,hy Unit width (W 20.00 in - Curb Height 8.00 in -. I' M 37.33 in 2/3 xH + Curb R1.yy 22.50 in R1 dot 10.00 in Anchorage Quantity and Coordinates Coordinate System Chosen: SImplified CoordInates Simplified Coordinates . I: PlAN VIEW I V NA,xx, 2 Anchors NA,yy 2 Anchors . : x Shared Corner Points? YES I RI,u ¶ I RS,wI N,totai specified? NO .1. 1. - . N,totai . 4 Anchors V 5161 California Ave. Ste 100 LP IMne,CA 92617 P: 949.261.1001 . F: 949.261.1190 Architecture I Planning I Interior Design I Landscape Architecture I Engineering I Graphics Floor Mounted Non-Structural Component Anchorage 2016 CBC / ASCE 7-10 Chapter 13: Seismic Design of Nonstructural Components lEguipment Name: Mechanical Units - S Equipment Anchorage Design (LRFD): 12. SEISMIC LOADING I 13.3.1 Seismic Design Force, F Component Parameters ... a, 1.00 Component Amplification Factor. (Fable 13.5-1 or 13.6-1) - R9 : 2.50 Component Response Factor (Table 13.5-1 or 13.6-1) R,used 2.50 Umit Rp (Section 13.4.2) z . I Elevation of Component Attachment h 1 Roof Elevation (z/h) 1.000 Ratio of Component Elevation To Roof Elevation Seismic Parameters . Sos 1.0009 Short Period Spectral Acceleration (Section 11.4.4) W9 300.0 lbs Weight of Nonstructural Component S IP 1 Importance Factor (Section 13.1.3) p - . 1.00 Permitted to be taken as 1.0 (Section 13.3.1) F, Horizontal Force = F 04*5*5*W*(1 +2(z/h)) = . 0.480 Wp Eq 13.3-1 [Governs] (RA) F,min 0.3SIW,, .= 0.300 Wp Eq 13.3-3 F,max 1.6*Sesdl*W9 . 1.600 Wp Eq 13.3-2 Governing Force, F . -. Fp 0.480 Wp F5,gov 144.0 lbs [Used In Design] - - E, Vertical Force S 0.2SdsWp 0.200 Wp (Section 13.3.1) 60.0 lbs [Used In Design] Overturning Moment, due to F Tension Cases (0.9.0.2*SDs)*D - pE Movr,u 21.00 lb-In Max(pFp,govhcg - (0.9*WpEv)*(R1yyecyy) pFp,govthcg - (0.9*WpE,4(LRlyy.ecyy)) Movr,yy 2646.00 lb-in . Max(p1Fp,go0thcg - (0.9*WpEv)*(R1)ocectoc) pFpgovhcg - (0.9eWpEv)*(WR1 tot-ecu)) Compression Cases (1.2.i0.2*Sos)*D + pE Movr,u -5334.00 lb-in Msx(pFp,gov5hcg (1.2eWp+Ev)*(Rlyyecyy) pepp,gov*hcg -(1.2Wp+Ev)(L-Rlyy-ecyy)) Movr,yy • -84.00 lb-in Max(p'Fp,govhcg- (1.2*Wp+Ev)*(R1uecu) pFp,govthcg - (I .2Wp+Ev)*(W-Rltoc-ecu)) LPAe Architecture I Planning I Interior Design I Landscape Architecture I Engineering I Graphics 5161 California Ave. Ste 100 IMne, CA 92617 P: 949.261.1001 F: 949.261.1190 Floor Mounted Non-Structural Component Anchorage 2016 CBC I ASCE 7-10 Chapter 13: Seismic Design of Nonstructural Components IEguipment Name: Mechanical Units I Equipment Anchorage Design (LRFD): 13. AXIAL DEMAND I Tension Loads From Overturning Trot 0.2 lbs/Anchor T,yy 50.9 lbs/Anchor Compression Loads From Overturning C,rcc 52.3 lbs/Anchor C,yy 1£ lbs/Anchor Consider Load Applied in Any Horizontal Direction -Foe'..: Movno(L-2ecyy)Nsroc - Movryy/(W2*ec)m)*Nayy 4 en -10 dl 26.00 in W-2eoo d2 51.00 in L-2ecyy Area Moment of Inertia and Critical Load Angle IVY .676.00in4/in2 Iv 2601.00in4/in"2 adt 1.099 radians 62.99 degrees Reactions For Anchorage Design Tension Due to Load Applied in Any Direction P1 63.5 lbs/Anchor 1 ,dtc ( 3.(2.Naxx-2) +(2.NaYv_ri)J.T) 2.Ncyy.(2.Ncyy+2) 1 (42)c 3.(2.Nay)-2) +(2-Naxx4)j.2 (Inn -42 - .jyy- 42 _(0.9Wp—Ev\ + Fpgev.cos(ecrit).hcg.42 + Fpgov.sln(Ocrlt),Ilcg.dl %. ?l,total I 2.Ixx 2.Iyy Compression Due to Load Applied in Any Direction Pc 221.0 lbs/Anchor Tension Due to Eccentricity P5 0.0 lbs/Anchor Compression Due to Eccentricity Pen 0.0 lbs/Anchor Resultant Tension, P5 63.5 lbs/Anchor Resultant Compression, P. 221.0 lbs/Anchor (1.2Wp+Ev\ + Fpgeir.cas(OcrIt).11cg.d2 + Fpgov.Stn(eCrlt).hC9.dl Ntotal I 2.Ixx 2.Iyy (0.9 • Wp - Lv). ((RlYv_) . d2 + (innJ) lxx Iyr ((Riy—&).42 (Rtxx_).dI 1= lyy (1.2.Wp+Ev).( + . : 5181 California Ave. Ste 100 LP Irvine, CA 92817 P: 949.281.1001 F:949.281.1190 Architecture I Planning I Interior Design I Landscape Architecture I Engineering I Graphics Floor Mounted Non-Structural Component Anchorage 2016 CBC / ASCE 7-10 Chapter 13: Seismic Design of Nonstructural Componenta IEguipment Name: Mechanical Units Equipment Anchorage Design (LRFD): . 14. SHEAR DEMAND I 1 Shear in Anchors Due toF Load . I V,applied 36.0 lbs/Anchor Fpgov/N,totai Torsional Effects on Bolt Shear C - Z • ee a Torsional Moment, due to F Jr - M1,c 0.00 lb-in Fpgov(max(fllyy,L-Rlyy)-(L/2)) _________ - 10 M,,yy 0.00 lb-in Fpgov(max(R1 toc,W-RI ,cc)-(W/2)) Bolt Shear, Due to Torsional Moment V,toc 0.0 lbs/Anchor Max(Mt,oQ(R1 yy-ecyy),Mt,xW(L-fllyy-ecyy))/Na,tcc Va,yy 0.0 lbs/Anchor Max(Ml,yy!(Al xx-ec)x),Mt,yy/(W-R1ss-ec,oc))1Na,yy Consider Load Applied in Any Horizontal Direction Polar Moment of Inertia of Bolt Group 3277.00in4 lxx+lyy - Shear Due to Load Applied in Any Direction . . . . 36.0 lbs/Anchor Fpgov/N,tatal + Frxrnv*AhsflJ2R1yvt*12 21p P. 36.0 lbs/Anchor - Fpgov/N,total + Fpgnv*AeWI2.Rlssl*dl 2*lp Resultant Shear in Anchor Points -V,xx 36.0 lbs/Anchor V,yy 38.0 lbs/Anchor Force Multiplier for Anchorage To Concrete Or Missionary 1.00 Resultant Demand per Anchor Point Maximum Tension 63.5 lbs/Anchor Maximum Shear 36.0 lbs/Anchor - Maximum Compression 221.0 lbs/Anchor . . 5161 California Ave, Ste 100 LP/1L Irvine, CA 92617 • P: 949.261.1001 F: 949.261.1190 Architecture I Planning I Interior Design I Landscape Architecture I Engineering I Graphics Combined Lateral and Withdrawal Loads Lag Screw [NDS Section 11.4.1] 300# CU Tehsion. * F 64 o.i . Shear => 73.41b @61° 36016 => Use 3/8" x 3" Lag Screw @ each anchor point or W 378lb/in [NDSTabIe11.2A] . CD i:èô.. [N DS Table 2.3.2] Z t1OI: [NDSTable11K] Cm [NDS Table 1Ô.3.3]. p .19 in [mininum penetration] Ct tOO- [NDSTable 10.3.4] a 610 1.058 rad C9 1%00;. ENDS Section-10.3.6] CA tbo ENDS Section 11.5.1] Ceg 1!.00, ENDS Section 11 5 2] Cdl 1.00 ENDS Section 11.5.3] Ct,t0O ENDS Section 11.5.4] W X (C0 X CM X CtX Ceg X C) . . W = 605 lb/in W'p iiiM323 lb '>7 641b :. OK for Withdrawal Load : z'= ZX (CD XCM XCt XCg XCX Ceg XCdiXCtn) .. . . . : Z f 176 lb > 361b •. OK for Shear Lod - * (W'p)Z' . - . Za ' = (W'p) cos2 a + Z' sin2 a . 1 Z0'= I516 lb .1 > 73.4 lb .. OK for Combined Load MIMMUM UMT SIZE MOUNTING PAD DIMENSIONS 18,24 23" U 42' 31.36.48,60 24' U 50' FIELD CONTROL SUPPL WIRE ENTRY 7/8' MOLE H/GROMMET I 7116' FIELD POWER SUPPLY CONN. ROLE SIZES PROVIDED: 118'-I/2'TNADE I 3/I6-314'TRADE I 3/8''ITRADE DIMENSIONS - ENGLISH UNIT SERIES ELECTRICAL CHARACTERISTICS A B C D E F G H J K L M N P OPERATING WEIGHT(tss) SHIPPING WEIGHT(tbs) SHIPPING DIMENSIONS IL x W x H) 2560A418 0 U 1 0 0 0 25 118' 36 15116' 14 9/16' 16' 23 7/16• 17 3116' 11 118' 22 1/16' 13 65/8 11 1/4' 5/8' 2 1/8' 415/16' 150 110 42 15116' 0 18' 0 28 1/8' 25H0A424 0 0 1 0 _0_ _0_ 311/8' 36 15l16 14 9/16' 16' 23 1/16' Ii 3/16' 23 118' 28 1116' 14' 6314 Ii 5/8' 3/4' 2 7/8' 415l16 161 181 42 15/16' 0 18' 0 34 1/8' 25HHA430 T _x 0 _O_ 31 118' 44 112' II 1/16' 18 1/16' 30 1/2' 19 518' 29 118' 34 1/16' 13 11116' 8 1/8 15 1/8' 3/4' 3 3/8' 5 II2 196 226 50 1/2' 20 1/2' U 40 1/8' A43 T : 0_ ltx 311/8' 44 1/2' 17 1116' 18 1/16' 30 1/2' 19 5/8' 29 118' 34 1/16' 13 11/16' 81/8 15 1/8' 1/8' 3 3/8' 5I/2 191 227 50 1/2' 0 20 1/2' U 40 1/8' 25HHA448 0 0_ _X_43 5/8' 44 1/2' Il 1/16' 18 1116' 30 I/2 19 5/8' 35 118' 40 1/16' 14 1/2' 8 1/2' 18 1/8' 118 3 3/8' 1/2' 246 216 50 5/2' X 20 5/2' 0 46 1/8' 15H0A46e _x_ o_ 0 1 435/8' 1 44 1/2' 1 Il 1/16' 1 18 1116' 1 30 I/2 19 5/8' 1 35 1/8' 40 1/16' 14 1/2' 1 81/2' 1 18 1/8' 1 1/8 3 3/8' 1 5 1/2' 258 288 50 1/2' X 20 1/2' 0 46 118' 1/2' 4 3/I6 -4 a co + (9 X:YES o6 th 0:60 CNJ A I. REQUIRED CLEARANCES: WITH COIL FACING WALL: ALLOW 6' MINIMUM CLEARANCE OR COIL SIDE AND COIL (ND AND 20 MINIMUM CLEARANCE ON FAN SIDE. ALLOW %H MINIMUM CLEARANCE ON COMPRESSOR END FOR SERVICE. WITH FAN FACING WALL: ALLOW 8 MINIMUM CLEARANCE OR COIL SIDE AND COIL END AND 20' MINIMUM CLEARANCE OR FAN SIDE. ALLOW IS MINIMUM CLEARANCE ON COMPRESSOR END FOR SENVYCE. WU'IH MULTI-UNIT APPLICATION: ALLOW 24' MINIMUM CLEARANCE BETWEEN MULTIPLE UNITS. ARRANGE UNITS SO DISCHARGE OF ONE DOES NOT ENTER INLET OF ANOTHER. WHEN INSTALLING MULTIPLE UNITS, ENSURE THE DISCHARGE AIR FROM ONE GRIT IS ROT DRAWN INTO ANOTHER UNIT. WHEN INSTALLING SINGLE OR MULTIPLE UNITS IN AN ALCOVE, ROOF WELL. OR PARTIALLY ENCLOSED AREA. ENSURE THERE IS ADEQUATE VENTILATION TO PREVENT RECIRCULATION OF DISCHARGE AIR. MINIMUM OUTDOOR OPERATING AMBIENT IN COOLING NODE IS 55°F. MAX. 125°F. SERIES DESIGNATION IS THE 13TH POSITION OF THE GRIT MODEL NUMBER. CENTER OF GRAVITY ALL DIMENSIONS ARE IN"INCHES" UNLESS NOTED M VAPOR LINE CONN. FEMALE SWEAT CORN. 18' LIQUID LIME FE-MALE SWEAT CONN. SAN DIEGO REGIONAL OFFICE USE ONLY / HAZARDOUS. MATERIALS .•' 'RECORD ID #____________________________________ PLAN CHECK#___________________ QUESTIONNAIRE 1 . BP DATE I Business Name' ..' ' Business Contact Telephone # Cal Amp . Alan "Hernandez - [PA .(949) 701-4248' Project Address , City 2200'Faraday, 2nd Floor, 1 .Carlsbad . State l ' CA Zip Code APN# 2121206000 Mailing Address . . - City State Zip Code, Plan File# - 5301 California Avenue #100 Irvine •-. CA 92617' Project Contact , . - ' Applicant E-mail Alan Hernandez - LPA Ahernandez@lpadesignstudios.com , , Telephone # (949) 701-4248 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects 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. Corrosive Compressed Gases * 6. Oxidizers . 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophoncs 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids . 8. Unstable Reactives 12. Radioactives: ' PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. 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 lxi Is your business listed on the reverse side of this form? (check all that apply).' 0 ixi Will your business dispose of Hazardous Substances or Medical Waste in any amount? D ll 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 lxi . Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 lxi Will your business use an existing or install an underground storage tank? . 0 lxi' Will your business storior handle Regulated Substances (CalARP)? 0 lxi . Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8. 0 Il 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 O CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIRPOLLUTIONCONTROLDISTRICT(APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, Sin Diego, CA 92131 ancdcomo(sdcountv.ca.aov (858) 586-2650). [*No stamp required if Qi Yes and Q3 Yes and Q446 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building* on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. rExcludes garages & small outbuiIdings] YES NO 0 ' lJ Will the project disturb 160 square feet or more of existing building materials? . . 0 LXI Will any load supporting structural members be removed? Notification maybe* required 10 working days prior to commencing demolition., .0 . 1 (ANSWER ONLY. IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? . V . .. . . . V 4.-.. 0 LXI (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification V may be required 10 working days prior to commencing asbestos removal. 0 LXI Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet - V (www.sdaDcd.orQlinfo/factsloermits.Ddf) for typical equipment requiring an APCD permit. 0 IXI (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or asociáted construction equipment be located within 1,000 feet of a school ' - boundary Briefly describe business activities: ' . . Briefly de%cplbe proposOd project: . V Office for Electronics. company. with device testing: _Officç'J)Ifonsecóñdfloor. I declare under penalty of perjury that to the best of my knowledge and belief tie reip e herein are true and correct. ', V AlanHernandez 6/20/19 FIRE DEPARTMENT OCCUPANCY. CLASSIFICATION: V V FOR OFFICAL USE ONLY: , BY: DATE . .. . V. -: EXEMPT OR NO FURTHER INFORMATION REQUIRED . ' . RELEASED FOR BUILDING PERMIT BUT NOT FOR occupANcy - RELEASED FOR occupANcy COUNTY-HMD V 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 AL Development Services CLIMATE ACTION PLAN Building Division City;oi CONSISTENCY CHECKLIST .••' 1635 Faraday Avenue Carlsbad: B-50 . (760) 602-271 -. I. www.carlsbadca.gov PURPOSE This cheôklist is intended to 'assist building Permit applicants identify which Climate Action Plan (CAP) ordinanc& requirements apply to their projects. Unless none of the requirements apply the completed checklist must be included in the building permit application. lt:máy be necessary-to supplement the completed checklist with supporting materials, calculations or certifications, to' demonstrate full compliance with CAP ordinance requirements. For example, projects thatpropose or require a performance approach to complywith energy- related measures will need to attach to this checklist separate calculation's and documehtationasspecified by the ordinances A 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 availabl on the city's website I Application Information Prniect Name/Buildino I • - s Permit No.: Cal Amp BPNo.:.O/O3/(! Property Address/APN 2200 Faraday, 2nd floor, Carlsbad CA Applicant Name/Co.:Alan Hernandez-- LPA Design Studios Applicant Address:* 5301 California Avenue #100, Irvine, CA 92617 Contact Phone: (949) 701-4248 : 1Contact Email:. Ahernandez@lpadesignstudios.com Contact information of person compieting.thischecklist (if different than above): . Name Alan Hernandez Contact Phone (949) 701-4248 Company .. .• .. : . name/address LPA Design Studios Contact Email Ahernandez@lpadesignstudios.com 5301 California Ave #10.0; Irvine CA, 92617 ) Applicant Signature (\Jt Date 6 20 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) $ Construction Type ' I Complete Section(s) I Notes: . LI Residential New construction .. IA :. 0 Alterations: 0 exempt .. BPV ~t $60,000 ' Elctrical service panel upgrade IA IA 172 family dwellings and townhouses with attached garages only ' BPV 2t $200,000 ' IA Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and. mechanical, electrical, and/or plumbing systems are proposed Nonresidential O New construction lB and 2 ' Alterations . 2 I 1. Electric Vehicle Charging LI 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 One EVSE ready parking space required 0 Exception: Multi-family residential:. 0 Exception Total Parking Spaces Proposed EVSE Spaces : Capable Ready: Installed Total Calculations: Total EVSE spaces = .10 x Total parking (rounded up to near'est 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.") 1 *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. BD Nonresidential new construction (includes hotels/motels) 0 Exception: Total Park ing Spaces . . EVSE Spaces Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0 0-9. }1 V I 10-25 ' 2. .' 1.. 0 . .26-50 . .. 14 . . 2-1 - 0 51-75 . . 6 3 0. 76-100 V V 9 - = V 5 0 101-150 . V V 6 • V 151-200 V .' 17 V 9 V 201 and over • V • • 10 percent of total V V 50 percent of Required EV Spaces Updated 4/12/2019 • V ' V 2 Proposed Capable Ready Installed Total Employee ADT Estimation for Varioué Commercial Uses L"ADT,'for first Emp ADTI Office (aH)2 .: . ...' 20. 20 Restaurant . 11 - Retail3 . 8 4.5 lndJstrial -. 4 - 3.5 . Manufacturing . . .. . 4 '. .: 3 .4 . . -.- Warehousing . .: iUnless otherwise noted, rates estimated from ITE Trip Generation Manual, lOthEditioh 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 ubject to'speciàl - consideration - Sample calculations r Office: 20,450 sf . 1. 20,450 sf/ 1000 x 20 =409 Employee ADT Retail: 9,334 sf -: 1. First l,000sf=8 ADT . 2.9,334sf-1000sf=8,334sf . . 3. (8,334 sf/1,000 x 4.5) +8= 46 Employee ADT City of Carlsbad Climate Action Plan Consistency Checklist 2.. I1 Transportation Demand Management (TDM) List each proposed nonresidential use and gross floor area (GFA) allocated to each use. Employee ADT/1 1000 square feet is selected from the table below. Use •. . GFA .. Employee ADT for first 1,000 S.R. Employee ADT for each subsequent 1,000 S.F. . Total Employee ADT Office 27,020SF -- 20 . - - 521. 541 ,. Total 541.. If total employee ADT is greater than or equal to 110 employee ADT, a TOM blan is required. TOM plan required Yes X No 0