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2585 CARLSBAD BLVD; ; CBC2018-0508; Permit
k-City 0f Carlsbad Commercial Permit Print Date: 04/01/2019 Permit No: CBC2018-0508 Job Address: 2585 Carlsbad Blvd Permit Type: BLDG-Commercial Work Class: Addition Status: Closed - Finaled Parcel No: 2030410200 Lot #: Applied: 09/05/2018 Valuation: $62,522.75 Reference #: Issued: 11/13/2018 Occupancy Group: Construction Type: Permit Finaled: U Dwelling Units: Bathrooms: Inspector: TFraz Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 4/1/2019 10:05:20AM Project Title: Description: ARMY AND NAVY ACADEMY: 238 SF ADDITION AND 775 SF REMODEL TO BLDG 19 Owner: ARMY AND NAVY ACADEMY CARLSBAD CALIFORNIA P0 Box 3000 CARLSBAD, CA 92018 BUILDING PERMIT FEE ($2000+) $463.59 BUILDING PLAN CHECK FEE (BLDG) $324.51 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $60.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $45.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $3.00 STRONG MOTION-COMMERCIAL $17.51 SWPPP INSPECTION FEE TIER 1 - Medium BLDG $246.00 SWPPP PLAN REVIEW FEE TIER 1- MEDIUM $58.00 Total Fees: $1,392.61 Total Payments To Date: $1,392.61 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: OPLANNING DENGINEERING [--]BUILDING EJFIRE DHEALTH DHAZMATIAPCD Building Permit Application Plan Check No. cf2üf8-OuJ Est. Value (, I ,7 4 City of 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Ccrfr lsbacl Plan Ck. Deposit email: buildingcarlsbadca.gov Date / /J www.carisbadca.gov JOB ADDRESS 2585 Carlsbad Blvd, Carlsbad CA 92008 SUITE#/SPACE#/UNIT# APN 203 - 041 - 02 00 CT/PROJECT e LOT # PHASE 1' #01UNITS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP 111111DROOMS Army and Navy Academy V-B B DESCRIPTION OF WORK: include Square Feet of Affected Area(s) THIS PROJECT CONSISTS OF A SINGLE STORY ADDITION TO THE EXISTING SUMMER PROGRAMS OFFICES (BLDG 19). THIS IMPROVEMENT WILL.ALLOW THE ACADEMY TO CONTROL ACCESS TO AND FROM THE CAMPUS AT THE PEDESTRIAN GATE ALONG CYPRESS AVENUE. THE SCOPE WILL ALSO INCLUDE ACCESSIBILITY UPGRADES TO THE EXISTING BATHROOM. NEW ELECTRICAL AND DATA. 74DIT)M C)9 5F -tOc[ ii EXISTING USE PROPOSEDUSE GARAGL SF PATlOStSF DECbSiSH FIREPLACE AIR CONDITIONING FIRESPRINKLERS Offices Offices tESflv NO YES [D NO 1 YES NO APPLICANT NAME Primary Contact Dodge Design Group (Daniel Alvear) PROPERTY OWNER NAME Chairman of the Board, Barry Shreiar ADDRESS ADDRESS 2750 Historic Decatur Rd, Studio 205 2605 Carlsbad Blvd. CITY STATE ZIP San Diego CA 92106 CITY STATE ZIP Carlsbad CA 92008 PHONE (619) 930 9830 FAX PHONE , (760) 547-522.'- FAX EMAIL EMAIL dan@dodgedesigngroup.com DESIGN PROFESSIONAL Dodge _Design _Group _(John _Dodge) CONTRACTOR BUS. NAME ADDRESS ADDRESS 2750 Historic _Decatur _Rd,_Studio_205 CITY STATE ZIP CITY STATE ZIP San Diego CA 92106 PHONE FAX PHONE FAX (619)930_9830 EMAIL EMAIL dan@dodgedesigngroup.com. STATE UC. if STATE LiCe CLASS CI 'f BUS. LiC.# (Sec. 1031.5 Business and Protessions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he 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 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)). Workers' Compensation Declaration: I hereby affirm under penalty of petjury one of the following declarations: F-11 have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1211 have and will maintain workers' 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 Co. Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. [J 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 one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE [:]AGENT DATE -- - -- I hereby affirm that lam exempt from Contractor's License Law for the following reason: 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). [•] 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). [] 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. [JYes fINo 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): 5.1 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): PROPERTY OWNER SIGNATURE ,, 271Y fJAGENT DATE 08/31/2018 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? 13 Yes Z No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? [3 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 'es lW'No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ..JED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. IiAl avow 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 I certify that l have read the application and statethatthe above information is coned and thattheinformation on the plans is accurate. I agmetocomplywith all City ordinances and State laws atatingtobrrlldingconstniolion. 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 ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories 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 data ofsuch pemiitorifthe building or work authorized by di peniiftissuspendedorabandonedatanytimeaftertheworkiscommencedfora period of l8o days (Section 106.4.4 Uniform Building Code). LAPPLICANT'S SIGNATURE DATE 4900 /3/ Permit Type: BLDG-Commercial Application Date: 09/05/2018 Owner: ARMY AND NAVY ACADEMY CARLSBAD CALIFORNIA Work Class: Addition Issue Date: 11/13/2018 Subdivision: GRANVILLE PK #2 Status: Closed - Finaled Expiration Date: 08/12/2019 Address: 2585 Carlsbad Blvd Carlsbad, CA 92008 IVR Number: .13672 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reunspection Complete Date Start Date 02/05/2019 02/05/2019 BLDG-84 Rough 083068.2019 Failed Tim Frazee Reinspection Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Not Ready No Not Ready, roof not on yet, minor leaks 215/19 BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical Not Ready . No BLDG-44 No Rough-Ducts-Dampers 02/11/2019 02/11/2019 BLDG-84 Rough 083505-2019 Passed Tim Frazee Complete Combo(14,24,34,44) Checklist Item COMMENTS . Passed BLDG-Building Deficiency Not Ready . Yes Not Ready, roof not on yet, minor leaks 2/5/19 04/01/2019 04/01/2019 BLDG-Final Inspection BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical Not Ready BLDG-44 Rough-Ducts-Dampers 087551-2019 Passed Tim Frazee Yes Yes Yes Yes Complete Checklist Item COMMENTS . Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes April ol,2019 . Page 2of2 Permit Type: BLDG-Commercial Application Date: 09/05/2018 Owner: ARMY AND NAVY ACADEMY CARLSBAD CALIFORNIA WorkClass: Addition Issue Date: 11/13/2018 Subdivision: GRANVILLE PK #2 Status: Closed - Finaled Expiration Date: 08/12/2019 Address: 2585 Carlsbad Blvd Carlsbad, CA 92008 IVR Number: 13672 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 11/16/2018 11/16/2018 BLDG-SW-Pre-Con 076301.2018 . Passed Paul Burnette . Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/28/2018 11/28/2018 BLDG-12 Steel/Bond 077112.2018 Passed Tim Frazee Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency . Yes 12/10/2018 12/10/2018 BLDG-24 078309.2018 Passed Tim Frazee Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency . Yes 12/28/2018 12/28/2018 BLDG-14 080044.2018 Partial Pass Tim Frazee Reinspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Sub-floor framing and floor sheeting OK Yes 01/25/2019 01/25/2019 BLDG-15 082208-2019 Passed Tim Frazee Complete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof sheathing complete Yes 01/30/2019 01/30/2019 BLDG-84 Rough 082615.2019 Failed Tim Frazee Reinspection Complete Combo(14,24,34,44) Checklist Item . COMMENTS Passed BLDG-Building Deficiency Not Ready No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical Not Ready No BLDG-44 No Rough-Ducts-Dampers 02/04/2019 02/04/2019 BLDG-84 Rough 082748-2019 Cancelled Tim Frazee Reinspection Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Not Ready No BLDG-14 No Frame-Steel-Bolting-Welding . (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical Not Ready No BLDG-44 No Rough-Ducts-Dampers April 01, 2019 Page 1 of 2 NC3822 - 3-part carbonless adams contractors invoice I /-y,e-fC, ek / /t1€Ai, J2 H V,r C .o 'i51(2.. - 2-7° ORK PERFORMED Al ,To A c /11 (DATE P-fi9 YOUR WORK ORDER NO •• OUR BD NO All Material is guaranteed to be as specified, and the above work was performed in accordance with the drawings and specifications provided for the above work and was completed in a substantial workmanlike manner for the agreed sum of This is a E] Partial E] Full invoice due and payable by: • Month • Day Year in accordance with our [IAgreement EliProposal No. Dated Meath 09-11 atadams- NC3822 EsGil A SAFEbuUfCornprny DATE: 10/15/18 LI APPLICANT LI JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0508 SET: II PROJECT ADDRESS: 2585 Carlsbad Blvd. PROJECT NAME: Army and Navy Academy Operations Center Addition & Remodel LII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building 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. Li The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LII The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Daniel Alvear EsGil staff did not advise the applicant that the plan check has been completed. LII EsGil staff did advise th.4plicant that the plan check has been completed. Person contacted: 9iel AN Telephone #: 619-930-9830 Date contacte , ,7 (b) Email: dandodgedesigngroup.com Mail Telephone Fax Winerson REMARKS: EACH sheet of the plans must be signed by a licensed architect or e By: David Yao (by KC) Enclosures: 7ft EsGil 10/8/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 V/ EsGil A SAFEbuUtCompany DATE: 9/17/2018 J APPLICANT JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0508 SET: I PROJECT ADDRESS: 2585 Carlsbad Blvd. PROJECT NAME: Army and Navy Academy Operations Center Addition & Remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. Lii The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Daniel Alvear 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: Daniel Alvear Telephone #: 619-930-9830 x• Sj6gm d:q1I1t8' (b—') Email: dandodgedesigngroup.com hone ax In Person REMARKS: By: David Yao Enclosures: EsGil 9/7/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2018-0508 9/17/2018 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK #.: CBC2018-0508 OCCUPANCY: B JURISDICTION: City of Carlsbad USE: office TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: ? SPRINKLERS?: ? REMARKS: ACTUAL AREA: total floor area 1013 sf STORIES: 1 HEIGHT: OCCUPANT LOAD: -10 DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 915/18 ESGIL CORPORATION: 9/7/18 DATE INITIAL PLAN REVIEW PLAN REVIEWER: David Yao COMPLETED: 9/17/2018 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. City of Carlsbad CBC2018-0508 9/17/2018 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0508 PREPARED BY: David Yao DATE: 9/17/2018 BUILDING ADDRESS: 2585 Carlsbad Blvd. BUILDING OCCUPANCY: B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T. I. & add per city 62,522 Air Conditioning Fire Sprinklers TOTAL VALUE 62,522 Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance [1 Type of Review: El Complete Review Structural Only Repetitive Fee Repeats El Other El Hourly Hr. @ * EsGit Fee I $279.801 Comments: Sheet of City of Carlsbad CBC2018-0508 9/17/2018 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. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Classification(s) Includes all adjacent buildings For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. Description of Use Type of Construction Includes all adjacent buildings. Only one type of construction for one building per section 602.1 of 2016 CBC. Sprinklers: Yes or No Floor Area Includes all adjacent buildings Occupant Load Includes all adjacent buildings Justification to exceed allowable area in Table 506.2 (if applicable) Justification to exceed allowable height or stories in Tables 504.3/504.4 (if applicable) 2. If using the "nonseparated" approach for mixed occupancies, then Section 508.3.1 requires that the most restrictive provisions of Chapter 9 shall apply to the total nonseparated occupancy area. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1(1) and 307.1(2). On the cover sheet of the plans, specify any items that will have a deferred submittal (fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, City of Carlsbad CBC2018-0508 9/17/2018 who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." SITE PLAN Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adiacent buildings and structures on the site plan. Provide a statement on the site plan stating: "All property lines, easements and buildings, existing and proposed, are shown on this site plan." Clearly designate any side yards used to justify increases in allowable area based on Section 506.3. (if applicable) Show dimensioned parking layout, including any required disabled access spaces. Section 107.2. LOCATION ON PROPERTY When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 705.3. An exception is provided if the combined area of the buildings is within the limits specified in Chapter 5 for a single building. If this exception is used, show how the building(s) will comply. Section 503.1.2. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meets the criteria of Sections 705.5 and 705.8. Section 705.3. BUILDING AREA Provide detail area analysis to show the building is within the allowable floor area. It appears to you may consider the adiacent buildings as one building and show combined floor area is within the allowable floor area. (all buildings must be same type of construction.). Table 506.2. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. This only applies if the "separated occupancies" option is chosen from Section 508.4.2. City of Carlsbad CBC2018-0508 9/17/2018 TYPE OF CONSTRUCTION The plans shall demonstrate compliance with the unique requirements for each Type of Construction. See Sections 602 and 603. The following specific area(s) should be addressed: a) Only one type of construction for one building per section 602.1. Please revise the note on sheet G-1. EXITS Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1010.1.9. In lieu of the above, in a Group B, F, M or S occupancies (or places of religious assembly or Group A occupancies having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." This signage is only allowed at the main exit. Section 1010.1.9.3. Regardless of occupant load, a floor or landing not more than % inch below the threshold is required on each side of an egress door. Section 1010.1.7. STAIRWAYS (Steps at front door) Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1011.5.2. Please specify riser and run on the plan. Handrails (Sections 1014 and 1011.11): Handrails are required on each side of stairways. Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Additionally, the open sides of stairs shall be provided with 42" high guards, per Section 1015.3. The handgrip portion of all handrails shall be not less than 1-%" nor more than 2 inches in cross-sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of at least 4" and not greater than 6-1h" with a maximum cross-section dimension of 2-¼ inches. Section 1014.3.1. Handrails projecting from walls shall have at least 1 % inches between the wall and the handrail. Section 1014.7. Handrails shall be continuous, without interruption by newel posts or other obstructions. Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. Section 1014.6. Ends of handrails shall be returned to a wall, guard or the walking surface. City of Carlsbad CBC2018-0508 9/17/2018 GLASS AND GLAZING 18. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed and openable panels of door assemblies. Fixed or operable panels adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Glazing adjacent to stairways or ramps (including landings) where the bottom exposed edge of the glazing is less than 60" above the adjacent walking surface. ROOFS/DECKS/BALCONIES 19. A Class C roof covering is required. Table 1505.1. 20. Specify on the plans the following information for the roof materials, per Section 1506.3: Manufacturer's name and product name/number. ICC approval number, or equal. 21. Show the required attic ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 1/1 50th of the area of the space ventilated. Section 1203.2. 22. Show location of attic access with a minimum size of 20"x30", unless the maximum vertical headroom height in the attic is less than 30 inches. Access must be provided to each separated attic area. Section 1209.2. MISCELLANEOUS LIFE/SAFETY 23. Per California law, additions or alternations of Commercial projects or Multifamily Residential projects (condos, apartments and hotels with kitchens) available for use before January 1, 1994 may require replacement of noncompliant plumbing fixtures *** by water conserving fixtures: All plumbing fixtures in the building where an addition will increase the floor area of the building by 10%. (Or) Plumbing fixtures that serve the alternations or improvement in which the building permit valuation exceeds $150,000.00. (Or) An alternation or improvement to a room containing noncompliant fixtures (regardless of valuation). Please note on the plans the specific plumbing fixtures requiring replacement. "Noncompliant plumbing fixtures" are any of the following: City of Carlsbad CBC2018-0508 9/17/2018 Any water closet exceeding 1.6 gallons/flush. Any urinal manufactured to use more than 1.0 gallon/flush. Any showerhead exceeding 2.5 gallon/minute. Any interior faucet that emits more than a 2.2 gallons/minute. ACCESSIBILITY Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. FOUNDATION Provide calculation to justify the CMU foundation wall is adequate to resist the design load at base of the HSS6x6x1/2 columns. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1804.4. ADDITIONAL Provide lighting control for all new light. Please specify the type of new light. (LED?) 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 David Yao at Esgil. Thank you. City of Carlsbad CBC2018-0508 9/17/2018 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 REMODELS, ADDITIONS AND REPAIRS When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: The area of specific alteration, repair or addition must comply as "new" construction. A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. The path of travel shall include the existing parking. Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. Existing drinking fountains (if any) must be shown to comply with all accessibility features. 2. Show that stairways occurring outside a building comply with Section 11 B-504.4.1 as follows: The upper approach and all treads shall be marked with a strip of contrasting color as follows: ~2" in width. Placed parallel to and 51" from the nose of the step or landing. The strip is required to be as slip resistant as the treads of the stairs. A painted stripe will be acceptable, but grooves shall not be used to satisfy this requirement. Treads shall be: I) Smooth, rounded or chamfered exposed edges. Have no abrupt edges at the nosing projecting 2:1 1/411 past the face of the riser above. Open risers are not permitted. ACCESSIBLE PARKING 3. Show that accessible parking spaces comply with Section 11 B-502.2 as follows: Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area. This loading/unloading area may be on either side of the vehicle. City of Carlsbad CBC2018-0508 9/17/2018 When more than one space is provided, in lieu of providing a 14' space for each space, two spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space. Each space is to be a minimum of 18' in depth. At least one in every 6 accessible parking spaces (but not less than one) shall be served by an access aisle 8' in width and designated as VAN ACCESSIBLE, per Section 11 B-208.2.4. This loading/unloading area must be on the passenger side of the vehicle. Alternately, the parking stall may be 12' wide with the access aisle 5' wide. Section 11 B-502.3.4. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 11 B-502.3.3. Ramps shall not encroach into any accessible parking space or the adlacent access aisle. Section 11B-406.5.1. Show on the site plan that accessible parking space(s) are to be located such that a person with a disability is not required to travel behind parking spaces other than to pass behind the parking space in which they parked, per Section 11B-502.7.1. Show that a bumper or curb is to be provided, and located at each space, to prevent encroachment of cars into the required width of walkways, per Section 11 B-502.7.2. Show or note that the maximum slope of the parking surface at the accessible space and adjacent access aisle, in any direction, is :5 1:48, per Section 11 B- 502.4. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: A profile view of a wheelchair with occupant in white on dark blue background. The sign shall ~70 in.2 in area. When in the path of travel, they shall be posted >80" from the bottom of the sign to parking space finished grade. Signs may also be centered on the wall of the interior end of the parking space. Van-accessible spaces shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility. In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. 11. 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 City of Carlsbad CBC2018-0508 9117/2018 visible from each stall or space. Section 11 B-502.8.2. The sign shall be ~17" x 22" with lettering not :51" in height. Per Section 112913.4 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning ______________•ui CURB RAMPS (IF APPLICABLE) Curb ramps shall be constructed where a pedestrian way crosses a curb, per Section 202. Plans shall show that curb ramps are ~48" wide with a slope of :51: 12 (8.33%), per Section 11 B-406.5.2. Show that the landing at the top of the curb shall be level and ~48" depth for the entire width of the curb ramp. Section 11 B-406.5.3. The slope of the fanned or flared sides of curb ramps shall not exceed 1:10, per Section 11 B-406.2.2. Show that detectable warnings, 36" deep and extending the full width of the curb ramp, are to be installed for all curb ramps (regardless of slope), per Section 1113- 705. Only approved DSA/AC detectable warning products and directional surfaces shall be installed. Section 11 B-705.3. Locate curb ramps to prevent obstruction by parked cars, per Section 11 B-406.5. 1. WALKS AND SIDEWALKS If any proposed walks slope >1:20 (5%) they must comply with ramp requirements, per Section 11 B-402.2. Walks along an accessible route of travel are required to be ~48" minimum in width and have slip resistant surfaces, per Section 11 B-403.5. 1, Exception 3. The maximum permitted cross slope for walkways shall be 1:48, per Section 1113- 403.3. Show or note that any abrupt level changes will be :5%" along any accessible route of travel. When changes do occur, they shall be beveled with a slope of :51:2. Level changes of :51/4" may be vertical. Section 11 B-303. NOTE: If level changes >W, they must comply with the requirements of ramps. Show that a 60" x 60" level area is provided at areas where a door (or gate) swings toward the walk in the accessible route of travel, per Section 11 B-404.2.4. Show that the walk extends ~24" beyond the strike edge of the strike edge of any door (or gate) that swings toward the walk. City of Carlsbad CBC2018-0508 9/17/2018 Show that walks with continuous gradients are provided with level areas ~60" long at intervals of 400'0" maximum, per Section 11 B-403.7. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Sections 11 B-247.1.2.5 and 1113- 705.1.2.5. PEDESTRIAN RAMPS The allowable cross slope at pedestrian ramps shall be :5 1:50 per ft (2%), per Section 11 B-405.3. Show or note that ramp surfaces will be slip resistant. Section 11B-302.1. Ramps shall have a minimum width of 48 inches, per Section 11 B-405.5. Revise plans to show required landings at the top and bottom of ramps, per Section 11 B-405.7. The ramp detail on sheet Al 01 does not complete comply with the requirements. Please see detail below. . The bottom landing shall be ~:72" in the direction of travel. . The top landing shall be a ~!60" x 60". Show that the required intermediate landing is provided, per Section 11 B-405.7.4 as follows: >60" long where the ramp does not change directions. >-72" long where the ramp does change directions. City of Carlsbad CBC2018-0508 9/17/2018 NOTE 69 U 'MEN DDOR SWVGS WM NO 00CR ONTO L41MEG. $1iG$ CTO- 4? MX RA 00CR LACG WYJIH NOTE 2 MAX1UU HE?WL OTANE OF EA*I RRUP MRtR4 WRY PtAM TERISE0WE LEVEL RATFORM tquD NOTE: 2 A)UN NORZ4TAt OSTANE OF EAO4 RAMP AND RUN VARY 001TOM LEVEL PLATTCRM ()STRAJGNTRAMP RUN NOTE I 60' WNEH DOOR SYiNGS &E NTO LAN0G. SWAN 47 UX. PLUS DOER LM MOVED r4 \--T - L.TOpRATM IITRWEDATE LEVEL PLATFORM ERURMATE TUNH2CG PLATFORM 'PIS 11~0 (b) RAMP WITH TURNING PLATFORM Show handrails at each side of ramp(s) which are shown to be ~!1 :20 (5%) in slope, per Section 11 B-505.2. Show that handrails are ~!1%" but :52" in any cross sectional dimension. Additionally, show that the handrails are placed a >1 1/2 from any wall, per Section 11 B-505.7. Show or note that handrails meet the following requirements, per Section 11 B-505: Are continuous. Are to be located ~!34" but :538" above the ramp surface. Extend ~12" beyond both the top and bottom of the ramp. Extensions of handrails shall be in the same direction of the ramp runs. 0 Ends are to be returned to a wall or walking surface. City of Carlsbad CBC2018-0508 9/17/2018 Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 11 B-505.8 (i.e., no stucco). ENTRANCES AND CIRCULATION Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be ~1/21 lower than the doorway threshold, per Section 11 B- 404.2.5. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11 B-404.2.7: Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Is to be centered >34" but <44" above floor. Show or note that the maximum effort to operate doors shall not exceed 5 pounds, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 11 B-404.2.9. Show or note that the lower 10" of all doors comply with Section 11 B-404.2. 10, as follows: To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. Narrow frame doors may use a 10" high smooth panel on the push side of the door. SANITARY FACILITIES 38. Note that the doorways leading to sanitary facilities shall be identified, per Section 11 B-703.7.2.6, as follows: An equilateral triangle ¼" thick with edges 12" long and a vortex pointing upward at men's rest rooms. A circle ¼" thick, 12" in diameter at women's rest rooms. A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. The required symbols shall be centered on the door at a height of 58" - 60". Braille signage shall also be located on the wall adiacent to the latch outside of the doorways leading to the sanitary facilities. SINGLE ACCOMMODATION FACILITIES City of Carlsbad CBC2018-0508 9/17/2018 39. Show that the water closet is located in a space which provides: Please show all required dimension on the plan. A clear space at the water closet in compliance with Section 11 B-604.3.2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). A clear space in front of the water closet measuring 60" wide by 48" in front. Section 11 B-604.3. 1. Seethe following figures. i) Please notice that the 28" clearance required in the previous code (between the water closet and the lavatory) has been changed to a 60" clearance as shown in the figure. i6o"Ni) CENTERLINE CENTERLINE OF OF FIXTURE FIXTURE 17-18" - 18" MIN. -- TO EDGE FLUSH or WATER ACTIVATOR CLOSET ON WIDE SIDE Uj co 18" \ 32" MI MIN. I \CLE City of Carlsbad CBC2018-0508 9/17/2018 cA$CEsATWATEqcO$Er 40. Doors may swing into the restroom as long as there is a clearance of at least 30" x 48" beyond the swing of the door. Section 11 B-603.2.3. RESTROOM FIXTURES AND ACCESSORIES 41. Show, or note, on the plans that the accessible water closets meet the following requirements, per Sections 11 B-604.4 and 11 B-604.6: . The seat is to be ~!17" but :519" in height. . The controls for flush valves shall be: Mounted on the side of the toilet area. Be 544" above the floor. 42. Show that accessible lavatories comply with the following, per Section 11 B-606: A0" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. The counter top is :534" maximum above the floor. >29" high, reducing to 27" at a point located 8" back from the front edge. >9' high x 30" wide and 17" deep at the bottom. Hot water pipes and drain lines are insulated. 43. Show that grab bars comply with the following, per Sections 11 B-604.5 and 11 B- 609: Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. They shall be securely attached 33" - 36" above the floor, and parallel. Grab bars at the side shall be located: City of Carlsbad CBC2018-0508 9/17/2018 Be ~42" long with the front end positioned 24" in front of the stool. Total length of bars at the back shall be >36". The diameter, or width, of the grab bar gripping surface is ~:1 %" but 2", or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall, the space between the wall and the grab bar shall be 11/2. 44. Per Section 11 B-603.5, show on the plans :540" height for: The operable parts of at least one: Paper towel dispenser. Sanitary napkin dispenser. Waste paper disposal. Other similar dispensing and/or disposal fixtures. The bottom edge of mirrors. GENERAL ACCESSIBILITY REQUIREMENTS ACCESSIBLE SINKS 45. Per Section 11 B-804, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: A clear floor space at least 30"x 48" shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19" underneath the sink. Section 11 B-606.2. The accessible sink shall be mounted with the counter or rim no higher than 34" above finish floor. Knee clearance that is at least 27" high, 30" side and 19" underneath the sink shall be provided. Hot water and drain shall be insulated or otherwise configured so as to protect against contact. There shall be no sharp or abrasive surfaces under the sink. Section 11 B-606. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. Section 11 B-606.4. COUNTERS AND TABLES 46. The tops of tables and counters shall be 34" maximum above the floor. Section 11 B-904. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least one of each type of station shall be located City of Carlsbad CBC2018-0508 9/17/2018 at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 11 B-904. Sales and service counters shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. Section 1IB-904.4.1. Check writing surfaces shall be 28" minimum and 34" maximum above the floor. Section 11 B-904.3.3. MISCELLANEOUS Where lockers are provided, at least one locker (and not less than 5% of all lockers) shall be made accessible to persons with disabilities. A path of travel not less than 36" in clear width shall be provided. Section IIB-222.1. END OF DOCUMENT PROJECT NAME: Army and Navy Academy Opèratións Center Addition & Remodel Daniel Alvear,' Project Manager 10/01/2018 Dodge Design Group 9RQJECT ADDRESS: 2585,Carlsbad.Blvd. ' ' (619)930-9830 , PLAN CHECK No.: CBC20180508 iandodg , E edesigngroup.com T7 tb o No. U I I I I I I I I Review Comments Design Team Response Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Classification(s) Includes all adjacent buildings ii For Mixed Occupancy Buildings, state whether the "nonseparaled or "separated" option was chosen from Sections 508.3/508.4. See Sheet G-1 under Building Code Data Legend for requested information. 1.1 Description of Use The buildings are all the same occupancy = OFFICE (not Mixed). I Type of Construction Includes all adjacent buildings. Only one type of construction for one building per section 602.1 of 2016 Type of Construction = Vb Non-Sprkinklered CBC. Project will not exceed allowable area in Table 506.2. (Allowable area= 9,000 sf for Type Vb NS) Sprinklers Yes or No Project will not exceed allowable height or stories in Table 504.3/504.4 (Allowable Height = 40', stories 2) I Floor Area Includes all adjacent buildings Occupant Load Includes all adjacent buildings - 2 If using the "nonseparated approach for mixed occupancies, then Section 508.3.1 requires that the most restrictive provisions of Understood. Informational only. Chapter 9 shall apply to the total nonseparated occupancy area. - 3 - Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the See Sheet Al 01 under Plan Notes No. 1 for note stating that NO haz materails will be stored and/or used - - quantifies listed in IBC Tables 307.1(1)and 307.1(2). within the building which exceed the quantities listed in IBC Tables 307.1(l)and 307.1(2). On the cover sheet of the plans, specify any items that will have a deferred submittal (fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107,3.4.2: Submittal documents for deferred submittal Items shall be submitted 4 to the registered design professional in responsible charge, who shall review them and forward them to the building official with a No items are to have a deferred submittal for this project. notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be Installed until their design and submittal documents have been approved by the buiidinq official." Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: 5 a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on See Sheet A002 for Site plan and requested information. the site plan. U 6 I I I I I I I I SITE PLAN Provide a statement on the site plan stating: "All property lines, easements and buildings, existing and proposed, are shown on See Sheet A002 under Site Plan Notes No. 1 for requested information. his site plan." 7 -Clearly designate any side yards used to justify increases In allowable area based on Section 506.3. (if aoollcable) lee Sheet A002 for Site plan and requested information. Per CBC Section 118-202.4, excetpion 8. The project is below the 2018 valuation threshold amount of $161,298, as such the cost of compliance with section 11 B-202.4 shall be limited to 20% of the adjusted - construction cost of alterations, structural repairs or additions. The 20% budget will be alloted to the following accessible features 1.) Accessible Entry Ramp 8 Show dimensioned parking layout, including any required disabled access spaces. Section 107.2. Entry Door - Accessible Restroom Accessible service counter. This project is a very small portion of a much greater approved master plan for the Army and Navy U I I I I I I I I LOCATION ON PROPERTY Campus. Accessible Parking to be addressed during a future phase of the master plan. LOCATION ON PROPERTY When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the See Sheet A002 for requested information. The project is using the exception and is combining 3 adjacent purpose of determining the required wall and opening protection and roof cover requirements, per Section 705.3. An exception is building areas (Office 1, Commandants Office, Operations Center) Assumed property lines have been provided if the combined area of the buildings is within the limits specified in Chapter 5 for a single building. If this exception is shown on the site plan. The combined areas fall within the limits for a single building (see 0-1 under the - used, show how the building(s) will comply. Section 503.1.2. Building Code Data Legend for floor area calculations) - - When a new building Is to be erected on the same property as an existing building, the location of the assumed property line with See Sheet A002 for Site plan and request:d information. Assumed property lines have been shown on the 10 relation to the existing building shall be such that the exterior wall and opening protection of the existing building meets the criteria site plan. The fire separation distance Is to be greater than 10' U I I I I I I I I of Sections 705.5 and 705.8. Section 705.3. AREA BUILDING AREA ovide detail area analysis to show the building is within the allowable floor area. It appears to you may consider the adjacent See Sheet 0-1 under the Building Code Data Legend for floor area calculations. Project Is considering 3 FITF as one building and show combined floor area is within the allowable floor area. (all buildings must be same type of adjacent buildings as one buIlding. 2,238 sIt nstruction.). Table 506.2. 1 of 5 - - - - - - PROJECT NAME:Army and NavyAcademy OperationsCenter Addition & Refl',odel Daniel Alvear, Project Manager : 10/01/2018 Dodge Design. Group . PROJECT ADDRESS 2585 Carlsbad Blvd PLAN CHECK No CBC20I80508 (619) 930-9830 dan©dodgedesigngroup corn I ___F ' • ' No. ---Review Comments Design Team Response When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the 12 allowable area for each occupancy shall not exceed one. This only applies if the 'separated occupancies" option is chosen from Understood, Informational only. Not more than one occupancy. Sectl 5084 2 13 Type of Construction. See Sections 602 and 603. The following specific area(s) should be addressed: a) Only one type of See Sheet G-1 under the Building Code Data Legend for Type of construction. One type of construction = construction for one building per section 602.1. Please revise the note on sheet G-1. Vb iiiiiuii EXITS Note on the plans: 'All egress doors shall be readily openable from the egress side without the use of a key or special knowledge EXITS or effort." Section 1010.1.9. In lieu of the above, in a Group B, F, M or S occupancies (or places of religious assembly or Group 14 A occupancies having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, See Sheet AIDI under Plan Notes No. 2 for note. reading THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." This signage is only allowed at the main exit. Section 1010.1.9.3. 15 LLLLL Regardless of occupant load, a floor or landing not more than ½ Inch below the threshold is required on each side of an egress See Sheet A103 under Stair Notes No. 2. The New entry/egress will conform to this requirement. The • I I I I I I I I door. Section 1010.1.7. axisting egress door will remain as an existing condition. ref.l4'a'es'&.(STEPS AT FRONT DOOR) 16 Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1011.5.2. Please See Sheet A10I + A103 the rise and run have been dimensioned and noted on the plans. specify riser and run on the plan. Handrails (Sections 1014 and 1011.11): Handrails are required on each side of stairways. Handrails and extensions shall be 34' to 38" above nosing of treads and be continuous. Additionally, the open sides of stairs shalt be provided with 42" high guards, per Section 1015.3. - The handgrip portion of all handrails shall be not less than 144" nor more than 2 inches In cross-sectional dimension. If the 17 handrail Is not circular, it shall have a perimeter dimension of at least 4' and not greater then 6-W with a maximum cross-section See Sheet A103 Handrells, notes and details have been added. dimension of 2-h inches. Section 1014.3.1. d) Handrails projecting from walls shall have at least 11/2 inches between the wall and the handrail. Section 1014.7. a) Handratis shall be continuous, without interruption by newel posts or other obstructions. f) Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. Section 1014.6. I ii Ends of hendrails shall be returned to a wall, guard or the walls surface. GLASS AND WViI[. GLASS AND GLAZING Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed and openable panels of door assemblies. Fixed or operable panels adjacent to a door where the nearest vertical edge of the glazing is within a 24-inch arc of either 18 vertical edge of the door In a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the See Sheet A601 + A602 for safety glazing notes and designations. walking surface. c) Glazing adjacent to stairways or ramps (including landings) where the bottom exposed edge of the glazing is less than 60" '• sbove the adjacent walking surface. • I I I I I I I I :4.I.]sYi.].I:4fA:naIstihIle. ROOFS/DEC KS/BALCONIES 19 A Class C roof covering is required. Table 1505.1. See Sheet A102 under plan Legend tag No. 4 for added note and information. -r Specify on the plans the following information for the roof materiels, per Section 1506.3: 20 a) Manufacturer's name and product name/number. See Sheet A102 under plan Legend tag No. 4 for added note and information. - — - — - — ') ICC approval number, or equal. 21 Show the required attic ventilation on the plans. Show "area required' and "area provided." The net free ventilating area shall not See Sheet Al 02 Roof Plan for attic ventilating area — — - - - be less that 1/1 50th of the area of the space ventilated. Section 1203.2. 22 Show location of attic access with a minimum size of 20"x30', unless the maximum vertical headroom height in the attic is less See Sheet A102 Reflected Ceiling Plan for added attic access locations. • I I I I I I I "han 30 Inches. Access must be provided to each separated attic area. Section 1209.2. I MISCELLANEOUS LIFEISAFETY MISCELLANEOUS LIFEISAFETY 2 of 5 — - PROJECT NAME Army and Navy Academy Operations Center Addition & Remodel Daniel Alvear Project Manager 10/01/2018 PROJECT ADDRESS: 2585 Carlsbad Blvd. Dodge Design Group . PLAN CHECK No.:CBC2018-O508 (619) 930-9830 iandodgedesigngroup.com. ' r I • , . • . Ep ?• ., -. _L '-- No. Comments Design Team Response Per California law, additions or alternations of Commercial projects or Multifamily Residential projects (condos, apartments and hotels with kitchens) available for use before January 1, 1994 may require replacement of noncompliant plumbing fixtures " by water conserving fixtures: 23 All plumbing fixtures in the building where an addition will increase the floor area of the building by 10%. (Or) See Sheet Al 01 under Plan Notes No. 3 1 Plumbing fixtures that serve the alternations or improvement in which the building permit valuation exceeds $150,000.00. (Or) An alternation or improvement to a room containing noncompliant fixtures (regardless of valuation). L—LL Please • note on the plans the specific plumbing fixtures requiring replacement. • I I I I I T.(*tal:lllli' ACCESSIBILITY Per CBC Section 11 B-202.4, excetpion 8. The project is below the 2018 valuation threshold amount of $161298, as such the cost of compliance with section 11 B-202.4 shall be limited to 20% of the adjusted construction cost of alterations, structural repairs or additions. The 20% budget will be alloted to the following accessible features 1.) Accessible Entry Ramp 24 Provide notes and details on the plans to show compliance with the enclosed"Disabled Access" Review List. Entry Door Accessible Restroom Accessible service counter. This project is a very small portion of a much greater approved master plan for the Army and Navy • I I I I I I I I .1uIa,7_U[.1/ Campus. Accessible Parking to be addressed during a future phase of the master plan. FOUNDATION 25 —.' ---------Review Provide calculation to justify the CMU foundation wall is adequate to resist the design load at base of the HSS6x6x1/2 columns. I - Refer to Structural documents AT(1.+F) Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fail a minimum of 5°' See Sheet A002 under Site Plan Notes No .2 ? within the first 10 feet (2% for impervious surfaces). Section 1804.4. ADDITIONAL ADDITIONAL 27 - - - - - 51 - Provide lighting control for all new light. - See Sheet T-24.4 and attached documentation. 28 - - - - - l5! - Please specify the type of new light (LED?) See Sheet EIOO under the Electrical Plan Legend. LED light are specified. 29 To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan Understood, Informational only. 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 30 other changes, please briefly describe them and where they are located in the plans. No changes have have been made to the plans not resulting from this correction list - changes been made to the plans not resulting from this correction list? Please indicate l Yes - has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone 31 LLP m ejuriscliction ber of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review Understood, Informational only. ms, please contact David Yao at Esqil. Thank ou. REVIEW LIST ACCESS DISABLED ACCESS REVIEW LIST I 11111111 DISABLED ------have 1. When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building Per CBC Section 11B-202.4, oxcetpion B. The project is below the 2018 valuation threshold amount of affected, is required to comply with all of the following requirements, per Section 11 B-202.4: $161,298, as such the cost of compliance with section 11B-202.4 shall be limited to 20% of the adjusted The area of specific alteration, repair or addition must comply as 'new' construction, construction cost of alterations, structural repairs or additions. I A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all The 20% budget will be alloted to the following accessible features accessibility features. Accessible Entry Ramp I The path of travel shalt include the existing parking. Entry Door • LI Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. Accessible Restroom Existing drinking fountains (if any) must be shown to comply with all accessibility features. Accessible service counter. This project is a very small portion of a much greater approved master plan for the Army and Navy Campus. Accessible Parking to be addressed during a future phase of the master plan. 3 of 5 0 E — — — ' PROJECT NAME: Army and Navy Academy Operations Center Addition & Remodel Daniel Alvear, Project Manager 10/01/2018 .5 PROJECT ADDRESS: 2585,Carlsbad Blvd. , Dodge Designroup (619)930-9830 ' PLAN CHECK No.: CBC20I8-0508 dandodgedesigngroupcom • ':' •. c ,.• .2 No. —Review Comments Design Team Response Show that stairways occurring outside a building comply with Section 11 B-504.4.1 as follows: 0 The upper approach and all treads shall be marked with a strip of contrasting color as follows: I) 2" in width. Placed parallel to and :51" from the nose of the step or landing. 2 The strip is required to be as slip resistant as the treads of the stairs. See Sheet A103 for requested information, details and notes. A painted stripe will be acceptable, but grooves shall not be used to satisfy this requirement. Treads shall be: Smooth, rounded or chamfered exposed edges. LLLL Have no abrupt edges at the nosing projecting 1W past the face of the riser above. Open risers are not permitted. • I I I I I I I IACCESSIBLE ll1 Comments 3 through 11 regarding Accessible Parking Spaces - 3 -11 AccessIble Parklngwili not be included In the scope of this particularprojector phase of the ANA Master Plan. P P.. • 12- I I I 1 I I I ICURB through 17 regarding Curb ramps CURB l,lRAMPS (IF APPLICABLE) 17 • I I I I • • =To—m—ments-12 WALKS ANDI SIDEWALKS Curb Ramps will not be Included In the scope of this partIcular project or phase of the ANA Master Plan. 18- Comments 18 through 24 regarding Walks and Sidewalks Walks and Sidewalks will not be Included In the Scope of this particular project. 24 • I I I I I I I I PEDESTRIAN RAMPS PEDESTRIAN RAMPS allowable cross slope at pedestrian ramps shall be 15 1:50 per ft (2%). per Section 111113-405.3. See Sheet *103 under Ramp Notes. 26 or note that ramp surfaces will be slip resistant. Section 11 B-302.1. See Sheet A103 under Ramp Notes. 27 —Ramps shall have a minimum width of 48 inches. per Section 11 B-405.5. See Sheet *103 Enlarged Plan for dimensions, clearances and details. Revise plans to show required landings at the top and bottom of ramps, per Section 11B-405.7. The ramp detail on sheet AIOI 28 -Show does not complete comply with the requirements. Please see detail below. See Sheet *103 Enlarged Plan for dimensions, clearances and details. The bottom landing shall be > or to 72' in the direction of travel.. —i The top landing shall be>or=1060"x60". Show that the required intermediate landing is provided, per Section 118-405.7.4 as follows: 29 > or to 60' long where the ramp does not change directions. - See Sheet Al 03 Enlarged Plan for dimensions, clearances and details. > or = to 72" long where the ramp does change directions. 30 — — — — Show handrails at each side of ramp(s) which are shown to be > or = to 1:20 (5%) in slope, per Section 11 B-505.2. See Sheet A103 Enlarged Plan and details for handrail information. 31 25 --------The Show that handrails are S or = to 1W but :s2" in any cross sectional dimension. Additionally, show that the handrails are placed a See Sheet A103 Enlarged Plan and details for handrail information. ------ to 1W from any wall, per Section 11B-505.7. — — Show or note that handrails meet the following requirements, per Section 11 B-505: Are continuous. I Are to be located> or = to 34" but 538" above the ramp surface. See Sheet A103 Enlarged Plan and details for handrail information. E33 I I Extend >0r to 12" beyond both the top & bottom of the ramp. Extensions of handrails shall be in the same direction of the ramp run . — Ends are to be returned to a wall or walking surface. — — - Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 11 B-505.8 (i.e., no See Sheet A103 under Ramp Notes. I I I I I I I I I stucco). ENTRANCES AND CIRCULATION ENTRANCES AND CIRCULATION 1! 34 Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be S'/' lower than the See Sheet A103 under Stair Notes. The New entry will conform to these requirements. — doorway threshold, per Section 118-404.2.5. — — — - - — — - Show or note that all hand-activated door opening hardware meets the following requirements, per Section 118-404.2.7: 35 0 Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull See Sheet A602 under Door accessibility notes. activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. I Is lobe centered >34" but :544" above floor. Show or note that the maximum effort to operate doors shall not exceed 5 pounds, with such pull or push effort being applied at 36 right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort See Sheet A602 under Door accessibility notes. —'o operate the door may be Increased to not exceed 15 pounds. Section 11 B-404.2.9. 4 of 5 - - - - PROJECTNAME: Aimy and Nav Acadeni' Opératiöns Cente Addition & Remodel Danieldvear. Project Manager 10/01/2018 T Dodge Design Group . PROJECT ADDRESS: 2585 Carlsbad Blvd. (619) 930-9830 . PLAN CHECK No.: CBC20I8-0508 dan©dodgedesigngróup.com C eI -. 2 No. -- Review Comments Design Team Response Show or note that the lower 10" of all doors comply with Section 11 B-404.2.1 0, as follows: 37 : To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous See Sheet A602 under Door accessibility notes. condition. Narrow frame doors may use a 10" high smooth panel on the ush side of the door. SANITARY FACILITIES • I I I I I I I I *.siIfI:" ax.litil* Note that the doorways leading to sanitary facilities shall be identified, per Section 11 B-703.7.2.6, as follows: An equilateral triangle ¼" thick with edges 12" tong and a vortex pointing upward at men's rest rooms. 38 A circle ¼" thick, 12" in diameter at women's rest rooms. • See Sheet A103 for sign locations, details, notes and information. A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. The required symbols shall be centered on the door at a height of 58" - 60'. • I I I I I I I Braille sicinacie shall also be located on the wall adlacent to the latch outside of the doorways leading to the sanitary facilities. I SINGLE ACCOMMODATION FACILITIES SINGLE ACCOMMODATION FACILITIES Show that the water closet is located in a space which provides: Please show all required dimension on the plan. A clear space at the water closet in compliance with Section 11 B-604.3.2 (this prohibits any fixtures from encroaching into the 39 clear space at the rear clearspacefrontthewater closet measuring 60' wide by 48" in front. Section 11 B-604.3.1. See the following figures. See Sheet A103 for fixture locations, clearances, notes and information. i) Please notice that the 28" clearance required in the previous code (between the water closet and the lavatory) has been hanged to a 60" clearance as shown In the figure. 40 Doors may swing into the restroom as long as there is a clearance of at least 30" x 48' beyond the swing of the door. Section See Sheet A103 enlarged Plan for 30"x48" clearance beyond door swing • I I I I I I I I RESTROOM FIXTURES AND ACCESSORIES RESTROOM FIXTURES AND ACCESSORIES 41- Comments 41-44 See Sheet A103 for fixture locations, clearances, notes and information. II I I I I I I I GENERAL ACCESSIBILITY REQUIREMENTS GENERAL ACCESSIBILITY REQUIREMENTS Per Section 11 B-804, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: A clear floor space at least 30"x 48" shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19" underneath the sink. Section 11B-606.2. - ii The accessible sink shall be mounted with the counter or rim no higher than 34 above finish floor. Knee clearance that is at 45 least 27" high. 30" side and 19' underneath the sink shall be provided. Hot water and drain shall be insulated or otherwise See Sheet A103 for fixture clearances, notes and information. configured so as to protect against contact. There shall be no sharp or abrasive surfaces under the sink. Section 118-606. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms areacceptable. Self-closing valves are • I I I I 1 I I allowed if the faucet remains open for atleast 10 seconds. Section 118-606.4. I .1JJIa:a1tiII_..II* COUNTERS AND TABLES The tops of tables and counters shall be 34" maximum above th at a section of counter that Is at least 36" long and no more than 28" to 34" high. Section 11B-904.e floor. Section 11 B-904. Where a single counter contains more than one transaction station, 46 , such as a bank counter with multiple teller window ore retail sales counter with multiple cash register stations, at least one of See Sheet A103 enlarged plan for designated counter space. each type of station shell be located at a section of counter that is at least 36" long and no more than 28' to 34 high. Section 118 904. 47 - - Sales and service counters shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. See Sheet Al 03 enlarged plan for designated counter space. section 118-90.4 4 1 48 I I I I I I I writing surfaces shall be 28" minimum and 34" maximum above the floor. Section 118-904.3.3. I sii.la.wIai1u1. Not Agplicabte MISCELLANEOUS -check Where lockers are provided, at least one locker (and not less than 5% of alt lockers) shall be made accessible to persons with . See Sheet Al 03 Entaraed Plan for accessible locker location. > than 36' clear width provided in front of 49 disabilities. A path of travel not less than 36" in clear width shall be provided. Section 1113-222.1. Locker. -- 5 of 5 STRUCTURAL PLAN CHECK RESPONSES DATE: October 3, 2018 PROJECT: Army and Navy I 1K PROJECT No.: 18-393 STRUCTURAL ENGINEERS, LLP 14288 Danielson Street • Suite #200 • Poway, CA 92064-8819 PLAN CHECK No.: CBC2O 18-0508 (858) 679-8989 'WNW. N11cSE.COM • Fax (858) 679-8959 STRUCTURAL Please see attached calculation to show that the CMU wail is adequate to resist the design loads at the base of the HSS columns. Please see updated foundation plan note 11 for grade to fall away from building. Please let us know if there is anything else to address. Thank you, Katie From: Copies to: File I Page 1 STRUCTURAL CALCULATIONS !HTK SkRUCTURAL ENGINEERS, LLP PSI OC a I PROJECT: ' DESIGN ASSUMPTIONS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: MASONRY: GRADE "N'T CONCRETE BLOCK FM = MORTAR: TYPE S 1,800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 STRUCTURAL STEEL: A-36 LUMBER: DOUGLAS FIR-LARCH JOISTS BEAMS AND POSTS STUDS SEISMIC FORCE: SPS O.c) REPORT BY: GRADE 40: #4 AND LESS (U.O.N.) GRADE 60: #5 AND LARGER #2 #2 STUD OR BETTER WIND FORCE: J;1lOrvfLI ex REPORT NO.: SOIL PRESSURE: 1600 DESIGN LOADS: ROOF DEAD LOAD FLOOR DEAD LOAD WALL DEAD LOAD SLOPING FLAT INT. EXT. ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL= ( ROOF LIVE LOAD SLOPING = FLAT= '2-0 FLOORING PLYWOOD JOISTS INSUL & CLG. MISC. TOTAL = FLOOR LIVE LOAD INTERIOR 40 PSF BALCONY 60 PSF(U.O.N.) EXIT WALKWAY 100 PSF INTERIOR 10 PSF EXTERIOR 16 PSF These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this office. These calculations are not valid if altered in any way, or not accompanied by a stamp and signature of the Engineer of Record. Job No. Designed By Date It San Diego - 14289 Danielson Street, Suite II 200, Poway, CA 92064 Fax o508 _c o( F O6' W (42(i7 (4I4 22\ J: ltDL' '-4-- 4i (4) (Io.c;/), 124' t12(1O E (1144-10i( 1'- t 'sJ OC MA'1O f26L r4 1,4 t I_) too 4- 3C70 6LL, (D'I 1-' 2o.4- Jv L-A JLI 1.141 us. 1.1,.' 115.' 3J* 8/22/018 Design Maps Summary Report LJSGS Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.162120N, 117.35424°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 - '.r .I •- .1 Nis u, sid '••. .4;. '.'. .. 4*c4b- •. . - .nMarru, ri'• , - • : - dI ---- : USGS-Provided Output S= 1.1709 SMS = 1.207 g SDS = 0.805 9 S1 = 0.449g = 0.696 g S01 = 0.464 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCE5 Response Spectnlm Dn Response Spectrum For PGAM, TL' C, and CR1 values, please view the detailed rep. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. https//prodol 1/1 MWFRS Wind Loads ASCE 7-10 1'1 IK Enclosed & Partially Enclosed Low Rise STRUCTURALENGINEERS, LLP -. - Basic Parameters Risk Category Basic Wind Speed, V 110 mph Wind Directionality Factor, 1d 0.85 Exposure Category . C Topographic Factor, Ic 1.00 Enclosure Classification - Enclosed Internal Pressure Coefficient, GC, +/-0.18 Pressure Coefficients Roof Slope 5/12 22.6 degrees Wall External Pressure Coefficient, GC, 0.538 Roof External Pressure Coefficient, GC.,, -0.46 Roof External Pressure Coefficient, GC -0.467 Wall External Pressure Coefficient, GC -0.414 Structure Pressure Summary (Add Internal Pressure q,GC,., or m.GC.1 as Necessary) No: 8/22/2018 Table 1.5-1 Figure 26.5-1A Table 26.6-1 Section 26.7 Section 26.8 Section 26.10 Table 26.11-1 Table 28.4-1, Surface 1 Table 28.4-1, Surface 2 Table 28.4-1, Surface 3 Table 28.4-1, Surface 4 h Height, z K 1 Walls Roofs Camp & Cladding Windward Leeward Totat*0.6 Windward Leeward Total*0.6 7 Pnet"0.6 15 ft 0.85 22.4 psf 16.1 psf -13.3 psf 17.6 psi -14.3 psf -13.3 psf -0.2 psi 1.21 16.2 psf 20 ft 0.90 23.7 psf 17.0 psf -14.1 psf 18.7 psi -15.2 psf -14.1 psf -0.3 psi 1.29 18.3 psf 25 ft 0.94 24.7 psf 17.8 psf -147 psf 19.5 psf -15.8 psf -14.7 Ps -0.3 psf 1.35 20.0 psf 30 ft 0.98 25.8 psf 18.5 psf -15.3 psfl 20.3 psf -16.5 psf -15.3 psI -0.3 psf 1.4 21.7 psf 40 ft 1.04 psf-16.3 psf 21.6 psf -17.5 psf -16.3 psf -0.3 psf 1.49 24.5 psf 50 ft 1.09 27.4 psf* 21.44 28.7 psf -17.0 psf 22.6 psi -18.4 psf -17.0 psf -0.3 psi 1.56 26.9 psf 60 ft 1.13 29.8 psf -17.7 psl 23.4 psf -19.0 psf -17.7 psf 1 -0.3 psf 1.62 28.9 psf area can be ignored If total pressure is Page lof 1 U Project Title: FHMIX14288 Danielson St, #200 Project ID: Project Descr STRUCTURAL ENGINEERS, LLP Poway, CA 92064 Printed: 22 AUG 2018, 10:00AM Steel Column File = ltSowerO1\CUOBFlL-1\O18JO-118-393-1CLCUL-lt18.393-t EC6 Description GOVERNING COLUMN Code References Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information Steel Section Name: HSS6x6x1/2 Overall Column Height 8.0 ft Analysis Method; Allowable Strength Top & Bottom Fixity Top Free, Bottom Fixed Steel Stress Grade Brace condition for deflection (buckling) along columns: Fy: Steel Yield 36.0 ksi X-X (width) axis: E : Elastic Bending Modulus 29,000.0 jj Fully braced against budding along X-X Axis Y-Y (depth) axis: Fully braced against budding along Y.Y Axis Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included: 280.875 lbs 'Dead Load Factor BENDING LOADS... . Lat. Point Load at 8.0 ft creating Mx-x, E = 5.760 k DESIGN SUMMARY Bending & Shear Check Results PASS Max, Axia$48ending Stress Ratio = 0.9075 : I Maximum Load Reactions.. Load Combination +D+0.70E Top along X-X 0.0 k Location of max.above base 0.0 ft Bottom along X-X 0.0 k At maximum location values are... lop along Y-Y 0.0 k Pa: Axial 0.2809 k Bottom along Y-Y 5.760 k Pn I Omega: Allowable 209.964 k Ma-x: Applied -32.256 k-ft Maximum Load Deflections... Mn-x/ Omega: Allowable 35.569 k-ft Along Y.Y 1.207 in at 8.0ft above base Ma-y: Applied 0.0 k-ft for load combination : E Only Mn-y/ Omega: Allowable 35.569 k-ft AlongX-X 0.0 in at 0.0ft above base for toad combination: PASS Maximum Shear Stress Ratio = 0.07279 :1 Load Combination .1-D+0.70E Location of max.above base 0.0 ft At maximum location values are. Va:Applied 4.032 k Vn I Omega; Allowable 55.392 k Sketches Y X 6.00in . z& c'0ç o. r24 J pC4, 14 O1(l( hc '2,4 e 4 ANOS 2.4 (.240/;) 3.41 2s (24%4) 4 /24 (24)4, J,, z, '2%4 (z4of 32. Jc 2.4('/2) ç-ç 9 TE2PL- iSThN(E JP'LJ€ V1 . .\-i'b V- 44 - k°t 20 /' 'o4o i*(!4o \J\j 3O v'Jt''Jo \(sJ 12Qz11t Np1ct \js4 712 2fl V1 4i (/) 41'b1L 3'\2 (J) u0 a /- \JC:. 61 (&) 22 CoLuM esi&*J kn i2 D-s NOV I Zola CITY OF BUILD/c3 9 (City of C arlsbad This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project No. & Name: Plan Check No.: CBC2018-0508 Project Address: 2585 CARLSBAD BLVD Assessor's Parcel No.: 2030410200 Project Applicant: ARMY AND NAVY ACADEMY CARLSBAD CALIFORNIA (Owner Name) Residential Square Feet: New/Additions: Second Dwelling Unit: Commercial Square Feet: New/Additions: 238 City Certification: City of Carlsbad Building Division Date: 09/05/2018 Certification of Applicant/Owners. The person executing this declaration (Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declartion is authorized to sign on behalf of the Owner. Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (ByAppt. Only) San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appt.only) F7 Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official: Title: Date: CARLSBAD UNIFIED SCHOOL DISTRICT Name of School District: 6225 ELCAMINO REAL Phone: i ttñ 33 1 62~no CARLSBAD, CA 92009 F—ese P ,' CJj(L Building Division ( ç1. . t 'r V(- id'W QQ, cT SAN DIEGO REGIONAL I OFFICE USE ONLY HAZARDOUS MATERIALS Lccc) IRECORD ID#________________________________ PLAN CHECK #__________________ QUESTIONNAIRE BP DATE I I Business Nam Busipess Contact Army and 1'Javy Acdemy Chairman o4- the Boar4 Barry Shreiar Telephone # (7,0) +722-7 Project Address City State Zip Code I APN# 2-5f35 Carl,ad Blvct Coftae 2• Carl9E'ad CA 92-008 I 2.03-04I-02--00 Mailing Address City 2-G05 CarlcLad Blvd, Carl59ad State CA Zip Code 92-008 I Plan File# Project Contact Applicant E-mail Telephone # - Daniel Alvear dan.dodde5lgnLjroup.c.om (Cl9) The following questions represent the fa]lity's aaivmes, NOT the specific project vuvj r'11 IJr?iI I IVIFI I - flI-tJIJ%JIJ IWIMIr-MML.0 IJIVII.lEI. I....UrMr4%. I II. ndicate by circling the item, whether your business will use, process, or store any 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 Compressed Gases 6. Oxidizers 10. Cryogenics Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials Flammable Solids 8. Unstable Reactives 12. Radioactives oi >:10 13. Corrosives 14 flthir HiIffij-zards / (15. Jone of 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 [9 Is your business listed on the reverse side of this form? (check all that apply). 0 IZJ Will your business dispose of Hazardous Substances or Medical Waste in any amount? 91 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 lJ Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 fJ Will your business use an existing or install an underground storage tank? 0 El Will your business store or handle Regulated Substances (CalARP)? 0 LJ Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 11 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) the answer to any of the Diego, CA 92123. 0 CalARP Exempt Date Initials CalARP Required Date Initials CalARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD: Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 acdcpmoäsdcountv.ca.pov (858) 586-2650). [*No stamp required if Qi Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building* on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. [Excludes garages & small outbuildings.] YES NO 0 Will the project disturb 160 square feet or more of existing building materials? 01 0 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 91 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 E (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 LJ Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.oro/info/facts/oermits.pdf) for typical equipment requiring an APCD permit. 0 IEI (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: Briefly describe proposed project: Security cor the Army 2> Navy Academy Campus 238 51r4e +ory addition to the exi5+in o-41ce kkk I declare under penalty of perjury that to the best of my knowledge and herein are true and correct. II / 173 / 2-018 Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: DATE: I / BY: 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 this box onIv 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 FOR APCD USE ONLY Postmark Received Fee/Receipt Notification# Entered Sector Inspector Assigned/Date AP-w- CD MR PMLMON ViITROL 01 Mai COJ1IT? OF SAN DIEGO 10124 OLD GROVE ROAD SAN DIEGO, CA 92131 PHONE: (858) 586-2650 apcdcomp@sdcountV.Ca.QOV NOTIFICATION OF ASBESTOS REMOVAL, RENOVATION, AND DEMOLITION OPERATIONS Completed by (Full Name/Title): P -.OJ \)(5 Company: NOTIFICATION LI Original LI Cancellation LI Courtesy LI Revision LI Increase in asbestos amount (Indicate type of revision) (greater than 20%) LI Demolition LI Ordered Demolition PROJECT TYPE LI Emergency Removal LI Emergency Demolition AfTI T1'J TMflP.AATTIRI LI Other (specify): LI Change in start/end date Renovation (removal) LI Planned Renovation (annual) - Facili Name: i\/WkJy iaO4iM/ J\ tL#E IVEp Address: 1i9O i4osp) ?7\ Suite/Room#(li1e1p Cross Street(s): ccs !4j City: çy,c) CITY pF(Code: 7C) Facility Owner: &MA NM BUILDING DIVISIgtJ flL3pAU Address: L4 / City/State/Zip: Contact: Title: wsl Phone No:(7(oO) 917 .-52. 99 Building Size (sq. ft.): 700 I Building Age (years): &0 .4- Number of Floors: Number Units: / Building prior/present use: LI Commercial LI Public Bldg. LI Hospital LI Industrial LI Residential LI Ship LI Office School LI Univ./College LI Other: PROJECT INFORMATION FACILITY Individual who EPA Approved Building Expiration date: SURVEY conducted Survey:'TA !- Inspector Course 0 L - '515 112 INFORMATION V J Certification Number: Survey 11J CompaRny:)ht Mailing 1O AJ 11iCL C i No- Phone t..,l7lc dress: Survey not conducted because suspect materials presumed to contain asbestos (asbestos to be handled/disposed of per Rule 1206) j / Is Asbestos fesent? 1 Will the asbesto be removed? Will the building be demolished? 0 Yes 'No I Yes IVNo 0 Yes 0 No 9 Prev. removed I Asbestos Friable Category I Category II Total (sq. ft.) amount to Regulated be removed Surface Area: Surface Area: Surface Area: Asbestos (sq. ft.): Containing Facility Facility Facility Materials to be Component: Component: Component: Removed: Poor Condition: 0 Yes 0 No Poor Condition: 0 Yes 0 No Revised Amounts I i (if a revision) ___________ _________________ Asbestos Removal Demolition Operation Removal Start Date: Demo Start Date: Removal End Date: - Demo End Date: For revisions only For revisions only Revised Removal Start Date: Revised Demo Start Date: Revised Removal End Date: Revised Demo End Date: Removal Contractor: Name: Phone No: Contact Person: Address: City/State/Zip: Title: Demolition Name: Phone No: Contact Person: Contractor: Address: City/State/Zip: Title: *Asbestos Surveys are required prior to Renovation or Demolition. A copy of the survey must be maintained on site for the duration of the project. Rev. 12/2017 Page 1 of 2 NOTIFICATION OF ASBESTOS REMOVAL, RENOVATION, AND DEMOLITION OPERATIONS. (PG. 2) Waste Transporter (asbestos) Waste Transporter (non-asbestos) Name: Name: Address: Address: City/State/Zip: City/State/Zip: Contact T7Phone: Contact Phone: Person: Person: Landfill Site (asbestos) Landfill Site (non-asbestos) Name: Name: Address: Address: City/State/Zip: City/State/Zip: Contact Phone: Contact Phone: Person: Person: Asbestos Detection Procedures Check the procedures and analytical methods used to detect the presence of asbestos. Survey 0 Inspection 0 TEM 0 PCM O Bulk Sampling 0 PLM 0 Other: Describe work practices and engineering controls to be used. Check applicable methods below: Asbestos Removal Practices Demolition Work Practices O Water 0 Infrared Machines 0 Hammers 0 Explosion/Implosion Amended Water 0 Pry Bars 0 Axes 0 Intentional Burning Cutting Saw 0 Negative Air Machines 0 Shovels 0 Skid Loaders/bobcats/Top Loaders O Pressure Water Blast 0 Full containment 0 Bulldozer 0 Cranes (wrecking ball, clamshell, O Bead Blast 0 3 Stage Deacon 0 Backhoes bucket) O Floor Buffer 0 Glove Bag 0 Other: Terminatorm 0 Critical Barriers 0 HEPA_Vacuum 0_Other: For Ordered Demolition provide a copy of the order and complete the information below: Agency Authorizing Title: Name: Person: Date of Order: Date Ordered • to Beam: Phone: Contingency Plan g Describe actions to be followed if unexpected asbestos is found during demolition/abatement or if nonfriable asbestos material becomes crumbled, pulverized or reduced to powder. I certify that an individual trained in the provisions of this regulation (Rule 1206 (f)(8)) will be on Training Certification site during asbestos removal and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. Date Print Name: Signature: (Owner/Operator) (Owner/Operator) Information Certification By signing this form I certify that the information on this form is complete and correct. As signatory I am accepting legal responsibility for the information on this form. Date:'Print Name: Signature: (Owner/Operator) (Owner/Operator) Original notifications must be submitted to the District at least 10 working days prior to removal or demolition. Revised notifications must be submitted prior to the original start date. The District must receive payment by close of business of the next working day after the effective date of the notification. The District considers submitted Notifications (original and revised) without the required fee(s) as stated in Rule 40(f)(2) to be considered invalid. Notifications shall expire within 365 days from the effective date. Rev 12/2017 Page 2of2 LETTER OF TRANSMITTAL VISTA ENVIRONMENTAL CONSULTING OAKLAND . SACRAMENTO e ANAHEIM . SAN DIEGO NOV 1 c,0 13 20/8 &UJLr., DATE: NOVEMBER 9, 2018 1Lj To: MR. FRANK MENTELE0NE ARMY NAVY ACADEMY 2605 CARLSBAD BOULEVARD CARLSBAD, CALIFORNIA 92008 FROM: STEPHEN REESE, SENIOR PROJECT MANAGER RE: ARMY AND NAVY ACADEMY (COTTAGE #2) 2605 CARLSBAD BOULEVARD CARLSBAD, CALIFORNIA 92008 Vista Environmental Consulting, Inc. (VISTA) performed asbestos abatement monitoring and clearance inspections/air sampling of Watkins Environmental, Inc., a registered asbestos abatement contractor, as part of renovation activities by the Army Navy Academy at Cottage #02 within the Army Navy Academy campus located at 2605 Carlsbad Boulevard in the City of Carlsbad, San Diego County, California(project site). The abatement work and oversight activities were based on the following: Hazardous Materials Survey Report prepared for the project site by VISTA and dated September 10,2018 Asbestos-Containing Materials (ACMs) were properly abated consisting of 12" Vinyl Floor Tile with Mastic (2 layers under non-ACM carpet, wood pattern tile, linoleum, plywood and select walls) and ACM Mirror mastic The abatement and oversight activities were performed from November 7, 8 and 9, 2018 (with abatement and clearance activities completed on November 9, 2018 at 12:20pm). ACMs have been properly abated and removed from the project site with no known ACMs remaining in Cottage #02. Once all the project waste manifests and paperwork have been received and compiled, a Final Closeout Report will be issued at a later date. Please contact me at the office (858.412.4715), mobile phone (858.761.8188) or email (steve.reese@vista- env.com) with any questions or comments. Thank you, _5 ~_ `1_2~ Stephen Reese Senior Project manager Certified Asbestos Consultant #05-3853 (expires 9/22/2019) 4901 Morena Blvd. San Diego, CA 92117 Office 858.412.4715 Fax 858.412.4818 www.vista-env.com STORM WATER COMPLIANCE FORM TIER I CONSTRUCTION SWPPP E-29 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Tracking Non-Storm Water Waste Management and Materials BMPs Sediment Control BMPs Control BMPs Management BMPs Pollution Control BMPs C .9 .2 .2 — — (() -D C --. 0 -.- 0 C o 0 E C 0 E 0 - 2 2 .2 - 6 E z:- .9- 0 - - Best Management Practice* o Q. j- . . C-) -'J . g — — (BMP) Description - C0) U CL 01 — 0 - 0 Q 0) 0 0) <.) . '- 0 . C 0) o -.- — -o 0 0 0 0 o ) 0 0 - 0 = ._ 0 4) - 0 0 C 0 0 0 0' -.- 0 0 0 > 0 0. 0 - ) 0 0 ' 0 0 -,- C 0 _ C 0 0 NJ C 0 0 C C 0 0 C-) LiJ C U, C/) C/) C) L C) U,> Cl) (I) Q C/) (n 0 CL 0 Q > C) M (I) M Cl) U, 0 U, M = M C) CASQA Designation — N-. .- r - It) ø N- o 2 c c-i .- N- o I N) I It) I CO I CO I I C-) I C-) I 0 I 0. I LJ I LiJ I Li Li I Li I Li I Li I Li I I I U, l U, I U, I V Construction Activity W Li Li Li U, C/) (1) Cl) (I) U, U, C/) Grading/Soil Disturbance x Trenching/Excavation X X x Stockpiling — — — — — — — — — — -- — — Drilling/Boring — — — — — — — — — — -- — — — — — — Concrete/Asphalt Sawcutting — — — — — — — — — — — — — — — — — — — X Concrete Flatwork x x Paving — Conduit/Pipe Installation — — — — — — — — — — — — — — — - — — — — — Stucco/Mortar Work -- X Waste Disposal — — — — — — — — — — --- — — — — ..._.&_ — — — X Staging/Lay Down Area — — — — — — — — — — — — — X — — — — — — — Maintenance and Fueling _Equipment Hazardous Substance Use/Storage Dewatering Site Access Across Dirt X1 Other (list): paint — — — — -- — — — — — — — — — STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN—OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. Instructions: Check the box to the left of all applicable construction activity (first column) expected to occur during construction. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. Refer to the CASQA construction handbook for infor?nation and details of the chosen BMPs and how to apply them to the project. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY NTH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. John Dodge OWNER(S}/cNER'S G[-"AME/(PRINT) 08/31/18 OWN)7NER S AGENT NAME GNATURE) DATE SHOW THE LOCATIONS OFALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. PROJECT INFORMATION Site Address:2585 Carlsbad Blvd. Carlsbad, Ca, 92008 Assessor's Parcel Number: 203-041-02-00 Emergency Contact: Name: Frank Monteleone 24 Hour Phone: (714)981-4568 Construction Threat to Storm Water Quality (Check Box) E MEDIUM M LOW E-29 Page 1 of 1. REV 02/16