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HomeMy WebLinkAbout1620 CHESTNUT AVE; ; CB011728; Permit09-18-2007 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB011728 Building Inspection Request Line (760) 602-2725 1620 CHESTNUT AV CBAD RESDNTL 2051302000 $124,713.00 0 0 Sub Type: Lot#: Construction Type: Reference #: Structure Type: Bathrooms: RAD 0 NEW MULLIGAN - 1ST STORY ONLY ADD 1071 SF, GARAGE 600 SF Applicant: MULLIGAN THOMAS R 1604 CHESTNUT AV CARLSBAD CA 92008 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check*: ABANDOND 05/11/2001 JM Owner: MULLIGAN THOMAS R 1604 CHESTNUT AV CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $623.56 Meter Size $0.00 Add'l Reel. Water Con. Fee $405.31 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $12.47 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee ?? Housing InLieu Fee $0.00 Housing Credit Fee Master Drainage Fee $0.00 Sewer Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $608.26 $0.00 $24.99 $1,674.59 Total Fees: $1,674.59 Total Payments To Date:$405.31 Balance Due:$1,269.28 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." 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 limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONL PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel # ., Existing Use Proposed Use/ fc/e Description of Work SQ. FT.#of Stories # of Bedrooms # of Bathrooms .. illliailRsdNlif different from applicant)9089 05/11/01 0002 01 02 $5.31Name Address 3. APPLICANT D Contractor D Agent for Contractor ',t> City Agent for Owner State/Zip Tel Fa? Name 4. PROPERTY OWNER JL Address City State/Zip Telephone # Name Address City State/Zip Telephone # 5. CONTRACTOR - COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he 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 Codel 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]). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone 6. WORKERS' COMPENSATION ; Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: l~l I 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. l~l I 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 worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n 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. SIGNATURE DATE 7. OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: V*(Jx| 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). d 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). l~1 I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 10 YES [UNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. 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 number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE HMPLETE THIS SECTION FOR 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? CD YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? LH YES fj NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME NlON/£. LENDER'S ADDRESS 9. APflC^NT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 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 date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is corrjmeryied for a peuQ^of 180 d/ys (§pgtjbn 106.4.4 Uniform Building Code). / / DATE gy/'/Ol YELLOW: Applicant PINK: Finance APPLICANT'S SIGNATURE 03/06/2002 MULLIGAN THOMAS R 1604 CHESTNUT AVE CARLSBAD CA92008 Re: Application Date: 05/11/20010:00:00 Plan Check #: CB011728 Address: 1620 CHESTNUT AV Expiration Date: 05/11/20020:00:00 Permit Type: RESDNTL Description: MULLIGAN -1ST STORY ONLY ADD 1071 SF, GARAGE 600 SF You applied to have your plans checked on the date noted above. To date, the related building permit has not been obtained. The original plan review application will expire as no building permit has been issued. Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed. The provisions of sections 304 (d) of the Uniform Building Code state: "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department. Project Abandoned - I will pick up plans within 10 days Project Abandoned - Plans may be destroyed. If you have any questions, please contact the Building Department at (760) 602-2718. Raenette Abbey Building Department EsGil Corporation In Tartnersfiip With government for Quitting Safety DATE: May 25, 2001 q LAPPJJCANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: O1-1728 SET: I PROJECT ADDRESS: 1620 Chestnut Avenue PROJECT NAME: Addition, Remodel, Conversion - Mulligan Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. Ll The plans transmitted herewith have significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. • The checklist transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the checklist is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: Thomas Mulligan 1620 Chestnut Avenue, Carslbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Thomas Mulligan (y.M) Telephone #: 760-729-1224 Date contacted: S|2.S\oi (by: Kt,) Fax #: Mail telephone Fax In Person REMARKS: By: Tony Embuido Enclosures: Esgil Corporation D GA D MB D EJ D PC 05/14/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad 01-1728 May 25, 2OO1 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 01-1728 JURISDICTION: Carlsbad PROJECT ADDRESS: 1620 Chestnut Avenue FLOOR AREA: + 792-R3 + 322-CONVERSION 600-U1 (DETACHED) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 05/11/01 DATE INITIAL PLAN REVIEW COMPLETED: May 25, 2001 STORIES: 1 HEIGHT: -12' DATE PLANS RECEIVED BY ESGIL CORPORATION: 05/14/01 PLAN REVIEWER: Tony Embuido FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform 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 ordinance 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. Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. 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. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 01-1728 May 25, 2001 • Please make all corrections on the original tracings, as requested in the correction list. Submit (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Buijding Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 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 Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 2. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. • FIRE PROTECTION 3. Show locations of permanently wired smoke detectors with battery backup: a) Centrally located in corridor or area giving access to sleeping rooms. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 310.9.1. • GENERAL RESIDENTIAL REQUIREMENTS 4. Sleeping rooms shall have a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of separate tools. Section 310.4. Please note on the plans. Carlsbad O1-1728 May 25, 2OO1 5. Note that mechanical ventilation capable of providing five air changes per hour in bathrooms and water closet compartments if required openable windows ace not provided. Section 1203.3. See floor plan. 6. Note that the discharge point for exhaust air will be at least 3* from any opening which allows air entry into occupied portions of the building. Section 1203.3. 7. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Specify tempered glass. a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. See door symbol [3]. • ROOFING 8. Per local ordinance, a Class 'A' minimum roof covering is required. Please note. 9. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. 10. Note on the plans: "Attic ventilation openings shall be covered with corrosion- resistant metal mesh with mesh openings of Vi" in dimension." Section 1505.3. 11. Show location of attic access with a minimum size of 22" x 30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. • GARAGE 12. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and hold-downs if required. Chapter 16. 13. Will a swing (3-'-0" x 6'-8") door be provided at garage? Provide complete plans of detached garage, i.e., floor/framing/foundation plan, section, elevations, etc. • FOUNDATION REQUIREMENTS 14. The City (upon final transmittal) to place their "soils notice" stamp on the plans. Will be handled at the city counter. Carlsbad O1-1728 May 25, 2001 15. Note on plans that wood shall be 6" minimum above finish grade. Section 1806.1. 16. Note on plans that surface water will drain away from building. Section 1804.7. 17. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 1806.6. 18. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: See details, etc. and correct on plans. a) The minimum nominal anchor bolt diameter shall be 5/8-inch (for Seismic Zone 4 only). Note: This will require a minimum distance from the ends of sill plates to be 4-3/8" (and a maximum of 12"). b) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. 19. If required, show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. 20. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2306.3. a) Clarify sections shown on sheet 1 with foundation plan on sheet 2. Is it a raised floor condition or slab on grade. Be consistent. b) Additional corrections to follow upon clarification. 21. Show minimum under floor access of 18" x 24". Section 2306.3. 22. Show minimum under floor ventilation equal to 1 sq. ft. for each 150-sq. ft. of under floor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides. Section 2306.7. • FRAMING/STRUCTURAL 23. Show blocking at ends and at supports of roof rafters or trusses at exterior walls. Section 2320.8.3. 24. Show nailing will be in compliance with Table 23-II-B-1. See general note #3 on sheet 1 and correct. 25. Specify all header sizes for openings over 4' wide. Section 2320.11.6. 26. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2314. Carlsbad 01-1728 May 25, 2001 27. Provide framing sections through detach garage at both directions. Section 106.3.3. 28. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. 29. Show on the plans all structural requirements developed in the structural calculations. Section 106.3.3. Unless conventional framing can be satisfied. 30. Show the following on the plans for the required braced wall panels. If the requirements of braced wall panels in conventional light frame construction are not possible, provide design calculations from a licensed Engineer or Architect. a) Show on the plans the location, length and type of braced wall panel as per UBC Section 2320.11.3 and Table 23-IV-C-1. i) Braced wall panels shall start at not more than 8' from each end of a braced wall line, ii) Braced wall lines shall be in line or offset from each other by not more than 4 feet, iii) In all Seismic Zones, braced wall panels in one story structures (or the top story of a two or three story building) shall be installed at each end and not more than 25' on center along the length of the braced wall line. b) Interior braced wall panels shall extend to the roof diaphragm level. c) Any braced wall panel required by Section 2320.11.3 may be replaced by an alternate braced wall panel. UBC Section 2320.11.4. For alternate braced wall panels in one story buildings, show compliance with the following on the plans: i) Minimum braced panel length is 2'-8" in width and a maximum height of 10'-0". ii) Each braced wall panel is sheathed on at least one face with 3/8" plywood sheathing nailed with 8d common or galvanized box nails per 23-II-B-1 and blocked at all plywood edges, iii) A minimum of two anchor bolts installed in accordance with Sectionl 806.6 between hold down devices, iv) An approved hold down device fastened to the foundation and capable of providing an uplift capacity of not less than 1,800 pounds is provided at each panel end. 31. Specify nail size and spacing for all shear walls and roof diaphragms. Indicate required blocking. Sections 2315 and 2513. 32. Detail shear transfer connections, including roof diaphragms to shear walls. Section 2315. Carlsbad O1-1728 May 25, 2OO1 33. Specify plywood and/or particleboard thickness, grade and panel span rating for roof diaphragm. Table 23-II-E-1. 34. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2320.12.6. 35. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2320.12.7. • MECHANICAL (UNIFORM MECHANICAL CODE) 36. Show the location, type and size (BTU's) of all new heating & cooling appliances or systems. 37. Show source of combustion air to furnace, per Chapter 7, UMC. Show the location and size of the combustion air openings. 38. Show an access opening to the equipment in attics to large enough to remove the largest piece of equipment by not less that 30" x 22". UMC 307.3.1. 39. Note that passageway to the attic furnace shall be unobstructed not less than 30" high and 30" wide and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 307.3.2, UMC. 40. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic. Sections 306.3, UMC. 41. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. • ELECTRICAL (NATIONAL ELECTRICAL CODE) 42. Show on the plan, the existing amperage of the electrical service, the location of the service panel and the location of any sub-panels. 43. Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). 44. Show on the plans a wall receptacle adjacent to each lavatory in the bathroom. NEC Art. 210-52(d). 45. Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit. Such circuits shall have no other outlets. This circuit may serve more than one bathroom. NEC Art. 210-52(d). Carlsbad 01-1728 May 25, 2001 46. Show on the plans that countertop receptacle outlets comply with NEC Art. 210-52(c), which reads as follows: See where new counter occurs, etc. In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular counter tops 12 inches by 24" long (or greater) shall have at least one receptacle. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. 47. Show on the plan that receptacle outlets in hallways comply with NEC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. 48. Show at least one wall switch-controlled lighting outlet to be installed in every habitable room; in bathrooms, hallways and detached garages with electric power; and at the exterior side of outdoor entrances or exits. NEC Art. 210(a). 49. Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art. 210-8, which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, outdoors and kitchen counters (at all locations). • PLUMBING (UNIFORM PLUMBING CODE) 50. Fuel combustion water heater shall not be installed in clothes closets, in a bathroom or bedroom, or in a closefopening into bathroom or bedroom. UPC, Section 509.0. 51. Show water heater size and type on floor plan. UPC, Section 501.0. How does one get to the water heater? Also, specify minimum door size to be 24". 52. Note on the plans that "Combustion air for fuel burning water heaters will be provided in accordance with UPC Section 507 and Table 5-1". 53. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. 54. In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5. Carlsbad O1-1728 May 25, 2001 55. Provide a note on the plans: In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves. UPC, 412.7. • ENERGY CONSERVATION 56. Provide plans, calculations and worksheets to show compliance with current energy standards. 57. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 58. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1 R. 59. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". 60. Show the make, model, type and efficiency of the space heating (or cooling) system. 61. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). 62. Provide a note on the plans stating; "All new glazing (fenestration's) will be installed with a certifying label attached, showing the U-value." • MISCELLANEOUS 63. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations & building code requirements. a) The attached notes provided reflect the old code requirements. Please see attach and make it part of the plans. 64. Specify and dimension the hallways to be a minimum of 36" clearance. See all locations on floor plan. 65. How was 4x8 beam determined to replace ~ 14 of wall? Please clarify. To speed up the review process, 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. Carlsbad O1-1728 May 25, 20O1 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: Yes a No a The jurisdiction has contracted with Esgil Corporation 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 Tony Embuido at Esgil Corporation. Thank you. MINIMUM CONSTRUCTION SPECIFICATIONS (Reference: UBC 1997 Edition) These are minimum specifications established by the Uniform Building Code and shall not supersede any more restrictive specifications shown on the approved plans. A. Foundation and Underfloor 1. Concrete: Concrete for footings shall have a minimum compressive strength of 2,500 psi at 28 days and shall be composed of 1 part cement, 3 parts sand, 4 parts 1" maximum size rock, and not more than 71/2 gallons of water per sack of cement. 2. Wood and Earth Separation: Foundations supporting wood shall extend at least 6" above the adjacent finish grade (Sec. 2306.8 and 1806.1). Provide 18" clearance under wood joists and 12" clearance under wood girders. (Sec. 2306.3) 3. Concrete Slabs: Slabs on grade shall be at least 3 1/2" thick. (Sec. 1900.4.4) 4. Treated Wood: All foundation plates or sills and sleepers on a concrete slab, in direct contact with earth, and sills which rest on concrete or masonry foundations, shall be treated wood or approved wood of natural resistance to decay as listed in Section 2306.4: 5. Anchor Bolts and Sill Plates: Foundation plates or sills shall be bolted to the foundation or foundation wall with not less than 5/8" by 10" steel bolts embedded at least 7" into concrete or masonry and spaced not more than 6' apart. There shall be a minimum of two bolts per piece with one bolt located within 12" of each end of each piece. Plate washers a minimum of 2" x 2" x 3/16" thick shall be used on each bolt. (Sec. 1806.6) 6. Underfloor Ventilation: Underfloor areas shall be ventilated by an approved mechanical means or by openings in foundation walls. Vent openings shall have a net area of not less than 1 sq ft for each 150 sq ft of Underfloor area. The openings shall be arranged to provide cross ventilation and shall be approximately equally distributed along at least two sides of the building. At each wall line containing vents at least one vent should be located as close as practical to building comers. Vents shall be covered with corrosion-resistant wire mesh with mesh openings of 1/4" in dimension. (Sec. 2306.7) 7. Underfloor Access: Underfloor areas shall be accessible by a crawl hole not less that 18" by 24", unobstructed by pipes, ducts or similar construction. (Sec. 2306.3) 8. Foundation Reinforcement Foundations and stem walls shall be provided with a minimum of one No. 4 bar at the top and bottom of the footing. B. Wood Framing 1. Lumber: All joists, rafters, beams and posts 2" to 4" thick shall be No. 2 grade Douglas Fir-Larch or better. All posts and beams 5" and thicker shall be No. 1 grade Douglas Fir- Larch or better. (See item B.15 for grade requirements for studs.) 2. Braced wall lines: Buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 25 feet on center in both the longitudinal and transverse directions in each story. (Sec. 2320.5.1) Bracing shall comply with the requirements of U.B.C. Sec. 2320.11.3. 3. Cross Bridging: Floor joists and rafters 12" or more in depth and spanning more than 3' shall be supported laterally by bridging or full depth blocking at intervals not exceeding 8' unless: a) Both edges of the member are held in line or, b) The compression edge of the member is supported throughout its length to prevent lateral displacement, as by adequate sheathing or subflooring, and the ends and all points of bearing have lateral support to prevent rotation.(1991 NDS Sec.4.4.1) MCS -1 of 5 4. Blocking of Joist and Rafters: Provide blocking at ends and at supports of floor joists and rafters. (Sec. 2320.8.3) 5. Blocking of Roof Trusses: Provide solid blocking at the ridge line and at the exterior walls of truss roofs. 6. Double Joists: Floor joists shall be doubled under bearing partitions running parallel over the joists. (Sec. 2320.8.5) 7. Rafter Bracing: Rafter purlin braces are to be not less than 45 degrees to the horizontal. The unbraced length of purlin braces shall not exceed 8'. In no case shall purlins be smaller than the supported rafters. (Sec. 2320.12.7) 8. Ridges, Hips and Valleys: Rafters shall be framed directly opposite each other at the ridge. Hips, valleys and ridges should be 2" nominal thickness and not less in depth than the cut end of the rafters. (Sec. 2320.12.3) 9. Rafter Ties: Rafter ties shall be placed not more than 4' on center where rafters and ceiling joists are not parallel. Rafter ties shall be not more than 24" on center with tile roofing. Rafter ties shall be provided as low as possible on each rafter pair. (Sec. 2320.12.6) 10. Truss Clearance: Provide 1/2" minimum clearance between top plates of interior non- bearing partitions and bottom chords of trusses. 11. Top Plates: Provide double top plates with minimum 48" lap splice. (Sec. 2320.11.2) 12. Nailing: Nailing will be in compliance with Table'23-II-B-1 of the U.B.C. (See sheet 5 of this form) 13. Firestopping: Firestopping shall be provided in the following locations: (Sec. 708.2.1) a) In concealed spaces of stud walls and partitions including furred spaces at the ceiling and floor levels and at 10' intervals both horizontal and vertical. EXCEPTION: Fire stops may be omitted at floor and ceiling levels when approved smoke-actuated fire dampers are installed at these levels. b) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. c) In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of the stairs if the walls under the stairs are unfinished. d) In openings around vents, pipes, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels. Firestops used in these locations must be of non-combustible materials. e) At openings between attic spaces and chimney chases for factory-built chimneys. f) Where wood sleepers are used for laying wood flooring on masonry or concrete fire- resistive floors, the space between the floor slab and the underside of the wood flooring shall be filled with noncombustible material or fire blocked in such a manner that there will be no open spaces under the flooring which will exceed 100 sq ft in area and such space shall be filled solidly under all permanent partitions so that there is no communication under flooring between adjoining rooms. EXCEPTIONS: 1. Fire blocking need not be provided in such floors when at or below grade level in gymnasiums. 2. Fire blocking need be provided only at the juncture of each alternate lane and at the ends of each lane in a bowling alley. 14. Fire Block Construction: Except as provided in 13d. above, fireblocking shall consist of 2" nominal lumber or two thicknesses of 1" nominal lumber with broken lap joints or one thickness of 23/32 inch wood structural panel with joints backed by 23/32 inch wood structural panel or one thickness of 3/4 inch Type 2-M particleboard with joints backed by 3/4 inch Type 2-M particleboard. Fire blocks may also be of gypsum board, cement fiber board, batts or blankets of mineral or glass fiber, or other approved materials installed in such a manner as to be securely retained in place. Loose-fill insulation material shall not be used as a fire block unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases. Walls having parallel or staggered studs for sound- transmission control shall have fire blocks of batts or blankets of mineral or glass fiber or other approved flexible materials.(Sec. 708.2.2) 15. Studs: In one or two story buildings, studs for exterior walls and interior bearing walls shall be not less than 2"x4" at not more than 16" on center. Studs for interior non-bearing partitions may be 2"x3" at 16" on center. Studs not more than 8' long shall be Stud grade Douglas Fir-Larch or better when Pace 2 of 5 MCS 2 of 5 supporting not more than one floor and a roof. Studs longer than 8' shall be No. 2 grade Douglas Fir-Larch or better. 16. Glue-lam Lumber: An A.I.T.C. Certificate of Conformance for glued laminated wood members shall be given to the Building Inspector prior to framing inspection. C. General Material Specifications 1. Mortar Mix: Mortar to be used on construction of masonry walls, foundation walls, and retaining walls shall consist of 1 part portland cement, 31/2 parts sand, and 1/4 to 1/2 part hydrated lime. 2. Grout Mix: The mix for grout shall be 1 part Portland cement, 2 to 3 parts sand, 1/10 part hydrated lime, and 2 parts gravel. Grout shall attain a minimum compressive strength of 2000 psi at 28 days. 3. Masonry: The masonry units shall comply with A.S.T.M. Spec. C90, Grade N, for hollow unit concrete blocks. 4. Reinforcing Steel: The reinforcing steel used in construction of reinforced masonry or concrete structures shall be deformed and comply with A.S.T.M. Spec. A615, Grade 40. 5. Structural Steel: Steel used as structural shapes such as wide flange sections, channels, plates, angles shall comply with A.S.T.M. Spec. A36. Pipe columns shall comply with A.S.T.M. Spec. A53. Structural tubes shall comply with A.S.T.M. Spec A500, Grade B. D. Roofing and Weatherprooflng 1. Wood Siding: All wood siding shall be placed over an approved weatherproofing barrier of 15#felt, minimum. (Sec. 1402.1) 2. Flashing Around Openings: Every opening in any exterior wall shall be flashed with sheet metal or water proof building paper. (Sec. 1402.2) 3. Flashing: All flashing, counter flashing and coping, when of metal, shall be of not less than No. 26 U.S. gauge corrosion-resistant metal. See Sec. 1508 for roof valley flashing requirements. At the juncture of roof and vertical surfaces, flashing and counterflashing shall be provided as required in Sec. 1509. 4. Roof Covering: All roof covering shall be installed per applicable requirements of Tables 15B1, 15B2, 15C, 15D1, 15D2, and 15E. Roof covering must meet the requirements for a Class "A" rating for residential structures and a Class "B" rating for commercial structures. 5. Roof Drainage: Unless roofs are sloped to drain over edges or are designed to support accumulated water, roof drains shall be installed at each low point of the roof. Roof drains shall be adequate in size to convey the water tributary to the roof drains. Where roof drains are required, overflow drains having the same size as the roof drains shall be installed with the inlet flow line located 2" above the low point of the roof, or overflow scuppers having three times the size of the roof drains may be installed in adjacent parapet walls with the inlet flow line located 2" above the low point of the adjacent roof and having a minimum opening height of 4". Overflow drains shall be connected to drain lines independent from the roof drains. Roof drains and overflow drains, when concealed within the construction of the building, shall be installed in accordance with the Uniform Plumbing Code Sec. 306.2.(Sec.1506) 6. Foundation Dampproofing: Foundation walls enclosing a basement below finished grade shall be dampproofed outside by approved methods and materials. (Sec. 1402.4) 7. Attic Ventilation: Attic ventilating area shall be not less than 1/150 of the area of the space ventilated, except that the area may be reduced to 1/300 provided at least 50 percent of the ventilating area is located a minimum of 3' above eave or cornice vents with the balance of the required ventilation provided by eave and/or cornice vents. The openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4" in dimension. Where eave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of 1 inch of air space shall be provided between the insulation and the roof sheathing. (Sec. 1505.3) 8. Weep Screed: A weep screed with a minimum vertical attaching flange of 3 1/2" shall be provided at or below the foundation plateline for all exterior stud walls finished on the exterior with stucco. The screed shall be placed a minimum of 4" above grade or 2" above paved areas. (Sec. 2506.5) E. General 1. Attic Access: Attic areas shall be accessible by an opening no less than 22" x 30". (Sec. 1505.1 U.B.C.) With a furnace in the attic, the opening shall be large enough to remove the largest piece of equipment (U.M.C. 307.3). 2. Shower Enclosures: Shower walls must be finished to a. height of 70" above the drain inlet with smooth, hard, non-absorbent surfaces. (Sec. 807.1.3) Glazing used in walls, doors and panels of shower and bathtub enclosures shall be fully tempered, laminated safety glass or approved plastic. (Sec. 2406.4) Pace 3 of 5 MCS 3 of 5 3. Electric Meter Enclosure: Contact San Diego Gas and Electric Company, Customer Extension Planning Department for meter location. All wiring must comply with the currently adopted edition of the National Electric Code. 4. Smoke Detectors: (Sec. 310.9.1) a) Dwelling units, congregate residences and hotel or lodging house guest rooms that are used for sleeping purposes shall be provided with smoke detectors. Detectors shall be installed in accordance with the approved manufacturer's instructions. b) In new construction, required smoke detectors shall receive their primary power from the building wiring when such wiring is served from a commercial source and shall be equipped with a battery backup. The detector shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. Smoke detectors may be solely battery operated when installed in existing buildings; or in buildings without commercial power; or in buildings which undergo alterations, repairs or additions enumerated below. c) When the valuation of an addition, alteration or repair to a Group R Occupancy exceeds $1000.00 (except repairs to exterior surfaces) and a permit is required, or when one or more sleeping rooms are added or created in existing Group R Occupancies, smoke detectors shall be installed in accordance with the fo.llowing: In dwelling units, a detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. When the dwelling unit has more than one story and in dwellings with basements, a detector shall be installed on each story and in the basement. In dwelling units where the story or basement is split into two or more levels, the smoke detector shall be installed-on the upper level except that when the lower level contains a sleeping area, a detector shall be installed on each level. When sleeping rooms are on an upper level, the detector shall be placed at the ceiling of the upper level in close proximity to the stairway. In dwelling units where the ceiling height of a room open to the hallway serving the bedrooms exceeds that of the hallway by 24 inches or more, smoke detectors shall be installed in the hallway and in the adjacent room. Detectors shall sound an alarm audible In all sleeping areas of the dwelling unit In which they are located. In efficiency dwelling units, congregate residence and hotel steeping rooms, detectors shall be located on the ceiling or wall of the detector shall be placed at the ceiling of the upper level in close proximity to the stairway. When actuated, the detector shall sound an alarm audible within the sleeping area of the dwelling unit or congregate residence, hotel suite, or sleeping room in which it is located, main room or each sleeping room. When sleeping rooms within an efficiency dwelling unit or hotel suite are on an upper level, the 5. Emergency Exit Facilities: Every sleeping room below the fourth story and basements in dwelling units shall have at least one operable window or exterior door approved for emergency egress or rescue which shall open directly into a public street, public alley, yard or exit court. The emergency door or window shall be operable from* the inside to provide a full clear opening without the use of separate tools. All egress or rescue windows shall have a net clear opening of 5.7 square feet. The minimum net clear opening height dimension shall be 24 inches. The net clear opening width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height of not more than 44" above the floor. (Sec. 310.4) 6. Glass and Glazing: Glass and glazing shall comply with the provisions of Chapter 24 U.B.C. Federal specifications may take precedence. See your glazing contractor. 7. DELETED 8.DELETED 9.Site Drainage: Natural drainage patterns shall not be altered in such a way as to concentrate or alter the point of discharge for drainage flows. Page 4 of 5 MCS 4 of 5 Table 23^j« - Nailing schedule (minimum unless otherwise noted) Connection Nailing' Joist to sill or girder, toenail Bridging to Joist, toenail each end 1" x 6" subfloor or less to each Joist, face nail Wider than 1" x 6" subfloor to each joist, face nail 2" subfloor to joist or girder, blind and face nail Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced wall panels Top plate to stud, end nail Stud to sole plate Double studs, face nail Double top plates, typical face nail Double top plates, lap splice Blocking between joists or rafters to top plate, toenail Rim joist to top plate, toenail Top plates, laps and intersections, face nail Continuous header, two pieces Ceiling joists to plate, toenail Continuous header to stud, toenail Ceiling joists, laps over partitions, face nail Ceiling joists to parallel rafters, face nail Rafter to plate, toenail 1" brace to each stud and plate, face nail 1" x 8" sheathing or less to each bearing, face nail Wider than 1" x 8" sheathing to each bearing, face nail Built-up comer studs 2"planks . Built-up girder and beams Wood structural panels and partideboard:5 Subfloor, roof and wall sheathing (to framing): 1/2" and less 19/32" to 3/4" 7/8" to1" 1 1/8" to 1 1/4" Combination subfloor-undertayment (to framing): 3/4" and less 7/8"to 1" 1 1/8" to 1 1/4" Panel Siding (to framing): 1/2" or less 5/8"- Fiberboard Sheathing:7 1/2" 25/32" Interior paneling: 1/4" 3/8" Notes:1 Common or box nails may be used except where otherwise stated.2 Common or deformed shank.I Common.4 Deformed shank.5 Nails spaced at 6" on center at edges, 12" at Intermediate supports except 6" at all supports where spans are 48" or more. For nailing of wood structural panel and partideboard diaphragms and shear walls, refer to Sec. 2314.3. Nails for wall sheathing may be common, box or casing. * Corrosion-resistant siding or casing nails conforming to the requirements of Section 2325.1.7 Fasteners spaced 3" on center at exterior edges and 6" on center at intermediate supports. * Corrosion-resistant roofing nails with 7/16" diameter head and 1 1/2" length for 1/2" sheathing and 1 3/4" length for 25/32" sheathing conforming to the requirements of Sec. 2325.1. ' Corrosion-resistant staples with nominal 7/16" crown and 1 1/8" length for 1/2" sheathing and 1 1/2" length for 25/32" sheathing conforming to the requirements of Section 2325.1.10 Panel supports at 16 [20" if strength axis In the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6" on panel edges, 12 at Intermediate supports.II Panel supports at 24". Casing or finish nails spaced 6" on panel edges, 12" at Intermediate supports. 3-8d 2-8d 2-8d 3-8d 2-16d 16dat16"o.c. 3-16d per 16" 2-16d 4-8d, toenail, or 2-16d, end nail 16dat24"o.c. 16dat16"o.c. 8-16d 3-8d 8d at 6" o.c. 2-16d 16d at 16" o.c. along each edge 3-8d 4-8d 3-16d 3-16d 3-8d 2-8d 2-8d 3-8d 16dat24"o.c. 2-16d at each bearing 20d at 32" o.c. at top and bottom and staggered 2-20d at ends and at each splice 6d2 8d3or6d4 8d* 10d'or8d4 6d4 8d4 10djor8d4 6d" 8d« No. 11ga.»,6d5, No. 16 ga.' No. 11ga. *, 8ds, No. 16 ga.' 4d'° 6d" NOTICE: These minimum specifications become part of the approved plans when included with the approval of the construction permit. Construction shall comply with these specifications. These minimum specifications are made a part of the plans for the proposed buifding(s) to be located at (Plan or Permit File Number.J Sheet Owner or Contractor Signature of MCS 5 of 5 Page 5 of 5 Carlsbad O1-1728 May 25, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-1728 PREPARED BY: Tony Embuido DATE: May 25, 2001 BUILDING ADDRESS: 162O Chestnut Avenue BUILDING OCCUPANCY: R-3 85 U-l TYPE OF CONSTRUCTION: V-N BUILDING PORTION ADDITION CONVERSION GARAGE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 792 322 600 CB Rlrfn Pprmit FPP hu Orriinanrp ^P Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 124,713 $708.58 Plan Check Fee by Ordinance Type of Review: I I Repetitive Fee Repeats Complete Review D Other D Hourly Structural Only Hour Esgil Plan Review Fee $460.57 $368.46 Comments: Sheet 1 of 1 macvalue.doc DATE: City of Carlsbad Public Works — Engineering ^«'t. _.v I ' • /n. /j BUILDING ADDRESS: (folX) ^^ BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB 011-72,$ PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:-70-06 EST. VALUE: ENGINEERING DEPARTMEf APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. [A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please sde the/ attached report of deficiencies marked wiflnD^Alake necessary corrections to plans or specificaTions^-for compliance with applicable codes and standards. Submit corrected plans and/or specifications Jro thi? office for review. By: By: By: Date: Date: Date: By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: D D D D D D D D fj ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad. CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: CA 92OO^-7314 • (76O) 602-2720 • FAX (760) 602*83©® BUILDING PLANCHECK CHECKLIST D/D SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: lorth Arrow Existing & Proposed Structures Right-of-Way Width & Adjacent Streets' Driveway widths Existing Street Improvements-^ -H<~ Existing or proposed sewer latera Property Lines -^^ Fvistinn nr nrnnosed water sprvir* basements Existing or proposed water service J^Existing or proposed irrigation service, fj Q 2. Show on site plan: A. B. ,C. D. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:\WORD\DOCS\CHKLSTOuUng Plandwcfc CHst Form (Genertc).doc ST ND rd BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE C d 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _ D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS D D D 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:\WORD\DOCS\CHKLST\Building Plancheck Cklst Form (RIDDLE - HARVEY 7-12-00).doc BUILDING PLANCHECK CHECKLIST 1ST 2,ND ord D D D checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $280 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. ODD D D D Neighborhood Improvement Agreement will include the following: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by:Date: [~] 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\DOCS\CHKLST\Building Plancheck Cktel Font) (RIDDLE - HARVEY 7-12-00).doc Rev. 9/2B/00 BUILDING PLANCHECK CHECKLIST 2ND 3RD Q G 7d .No Grading Permit required. D D 7e- If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D D 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D 9- INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: D D D 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs iifst. Q 11. dr Required fees are attached Q No fees required WATER METER REVIEW D D D 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. H:\WORD\DOCS\CHKLST\BuiWing Plancheck CMst Form (Generic).doc BUILDING PLANCHECK CHECKLIST 1ST •>ND jRD D D D • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1 +00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water H:\WORD\DOCS\CHKLST\BuMing Planchec* CWst Form (Genettc).Ooc Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST •iST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D D 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D D 13. Additional Comments: H:\WORD\DOCS«HKLST\BuMinsPlancheckCklst Form (Generic).** -j Rev. 7/14/00 D D ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: Prepared by: Bldg. Permit No._ Checked by:Date: EDU CALCULATIONS*' List types and square footages for all uses. Types of Use: Sq. Ft./Units: Types of Use: Sq. Ft./Units: APT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: Types of Use:Sq. Ft./Units: EDU's: EDU's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE FEE/UNIT: PARK AREA & #: X NO. UNITS: D 2. TRAFFIC IMPACT FEE ADT's/UNITS:X FEE/ADT: = S = $ D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 ADT's/UNITS: X FEE/ADT: DIST. #2 DIST. #3 = $ D 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: D 5. SEWER FEE EDU's: BENEFIT AREA: EDU's: ZONE: X FEE/SQ.FT./UNIT:-$ FEE/EDU:-$ X FEE/EDU:= $ bD 6. SEWER LATERAL ($2,500) 1. DRAINAGE FEES PLDA ACRES: / \\ D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE HIGH /LOW_ FEE/AC:= $ METER FEE SDCWA FEE IRRIGATION Word\Docs\Misforms\Fe« Calculation Worksheet Iof2 Rev. 7/14/00 s S Z S % *QJ (U 5 5 '•8 5o ™ Q. X / PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 0 \ II 31 9> Planner Paul Godwin APN: Address U3Q Phone 760-602-4625 -130-aQ-QO Type of Project & Use:SFft- Zoning: R~l General Plan: CFD (in/out) # _ Date of participation: Circle One Net Project Density: DU/AC _ Facilities Management Zone: \ Remaining net dev acres: (For non-residential development: Type of land used created by this permit : _ ) Legend: [X] 'tem Complete | I Item Incomplete - Needs your action Environmental Review Required: YES NO X TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES _ APPROVAL/RESO. NO. DATE PROJECT NO. NO TYPE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES. CA Coastal Commission Authority? YES_ NO NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Dr, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: ' • Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst Inclusionary Housing Fee required: YES NO X (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) NOData Entry Completed? YES _ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional site plan drawn \o(sca\e) Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width<^cjjmensional setbacks^nd existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: X/ \ OL _J 1. Setbacks: Front: Interior Side: Street Side: Rear: _ | | 2. Accessory structure Front: Interior Side: Street Side: CRear: ^Structure separation Required Q-O Required £ ' Required ~~ Required 1 0 ' setbacks: Required 0.0 Required £ ' Required — Required 12' : Required 1 0 ' Shown Shown Shown Shown Shown Shown Shown Shown Shown Su>' 6 ' —la 'ft? a*'©£' • — 6'lo'oy I I 3. Lot Coverage: Required ~- \0 /O 4. Height:Required Shown Shown D 5. Parking: Spaces Required Q. Cor c^nto^ Shown o Cof Guest Spaces Required ~" I I I I Additional Comments, o-f Shown hJe<ro G- 1 £1 rear y/jrd. ,Sc-4 pack. -Qyr <oroft<73ed tf fsraoe. OK TO ISSUE AND APPROVAL ENTERED INTO COMPUTER DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst