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Home My WebLink About2606 COLIBRI LN; ; CB080481; Permit09-30-2009 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. CB080481 Building Inspection Request Line (760) 602-2725 2606 COLIBRI LN CBAD RESDNTL 2155340700 $305,599.00 Sub Type: RAD Lot #: 0 Construction Type: VN Reference #: 0 Structure Type: 0 Bathrooms: 0 COBAS-ADD 704 SF TO 1ST FLOOR, 1,788 SF 2ND FLOOR (2,492 TOTAL ADDITION), 105 SF DECK Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check # Applicant: COBAS PETER R JR 6965 EL CAMINO REAL #105-555 CARLSBAD CA 92009 760431 1069 Owner: COBAS PETER R JR 6965 EL CAMINO REAL #105-555 CARLSBAD CA 92009 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 Green Bldg Stands (SB1473) Fee $1,288.41 Meter Size $0.00 Add'l Reel. Water Con. Fee $837.47 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $30.56 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 $0.00 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 $146.00 $20.00 $69.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,391.94 Total Fees:$2,391.94 Total Payments To Date:$778.50 Balance Due:$1,613.44 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. PROJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL.30f)5W Plan Ck. Depo§jt 7~?3 . Validated By. Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #Room /)pa/7~/oju Existing Use Proposed Use 3 Description of Work l^r*3$£ -iSTCfc^i #of Stories ff of Bedrooms # of Bathrooms «oifrom»ppficant) Name 3. APPLICANT ("3 Contractor Address Q Agent for Contractor City J Owner Q Agent for Owner State/Zip Telephone #Fax* Name *. PROPERTY OWNER 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 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]). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # «. ititiiBireoiws Address ISATION „ ... '..;, . ; ( / City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: f~1 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. Q 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) Q 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, OW«i^BUttDJE|fel^T^ftW<»M> I hereby affirm that I am exempt from the 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 . 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). C] 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). Q 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. Q YES QNO 2. ffhavey 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 --^^^j^^f^^^-*- DATE «- * " COmi^KT»\SSK^ONfORN^R£siS^Af:^mffi^KMfTS ONLY , Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? O YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? CD YES [3 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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. 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 LENDER'S ADDRESS '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 CitV 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 ISOdaysJrom 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 commenced for a pejy<rnfjMfTlnjT^(gpntiijp itrtfi 1 1 Uniform Building Code). APPLICANT'S SIGNATURE WHITE: File YELLOW: Applicant PINK: Finance DATE Last 1 - Permit-Type From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that sermit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the dentification of the structure-type to be associated with the permit. Choose a structure-type from "List 2 - Structure-Types" and put ts code in the appropriate blank on the front of this application. Code APT CONDO CVNNR CVNRN CVNRR DEMO DUP MOHO MOHON RAD RRE1SSUE RREPA1R RREPLACE SFA SFD Code COM CREISSUE CREPAIR CREPLACE cn DEMO ELEC HOTEL HOTELR INDUST m MECH MISC PATIO PLUM POOL RETAIN SIGN SOLAR SPA Residential Permits Description Apartments - new construction. Condominiums - new construction. Conversion. Convert all or a portion of a non-residential building to residential use, creating one or more new residential units. Conversion. Convert one or more residences in a building to non-residential usage. Conversion. Increase or reduce the number of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). Demolition permit. (Also specify type of structure from List 2). Duplex - new construction. Mobile home, renovation, repair, or addition of accessory structure not yielding a new living unit. Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). Residential addition/alteration, creating no new dwelling unit(s). Residential permit re-issue. Residential building repair. Damage, fire, etc. Residential building replacement (no additional units). Single-family, attached - new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex) Single-family, detached - new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/Accessory Permits Description Commercial structure, new construction. Commercial permit re-issue. Commercial building - repair. Damage, fire, etc. Commercial building - replacement. Commercial tenant improvement. Demolition permit. Electrical permit, for electrical work only. Hotel or motel (including Managed Living Unit hotel) - new construction. Hotel renovation. Industrial structure, new construction. Industrial tenant improvement. Mechanical permit, for mechanical work only. Miscellaneous. Use only if proposed work doesn't fit another activity type. Patio and/or deck. Plumbing permit, for plumbing work only. Gunite pools and spas. Retaining wall permit. Sign construction/installation permit. Solar energy system installation permit (specify structure type to be served). Factory-made or Gunite. List 2 - Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure- type in the appropriate blank at the top of the page on the front of this application. Code SFA SFD MF2-4 MF5 + MOHO Description Single- family, attached. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). Single- family detached: A one- family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex). Multi-family, 5 or more units. Same as MF2-4, except the building has a t least five attached units on the same lot. Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, above). City of Carlsbad Building Department JANUARY 2, 2009 PETER COBAS 2606 COLIBRI LN CARLSBAD CA 92009 RE: APPLICATION DATE: 03/17/2008 PLAN CHECK #: CB080481 ADDRESS: 2606 COLIBRI LN EXPIRATION DATE: 03/16/2009 PERMIT TYPE: RESIDENTIAL DESCRIPTION: 2,492 SF ADDITION, 105 SF DECK... 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 -1 will pick up the plans within 10 days Project Abandoned - Plans may be destroyed If you have any questions, please contact the Building Department at (760) 602-2719. Building Department CC: 1635 Faraday Avenue • Carlsbad, CA 92008-7314 - (76O) 6O2-27OO - FAX (76O) 6O2-856O MftY-14-2009 06:13 ftM P. 02 City of'Carlsbad 5/13/CJS | Attention: Will Foss, in regards to our home at 2606 Colibri Lane, Carlsbad, Ca.92009 we fully intend to build, |>ut with the economy the way it is, it has set our plans back, Therefore, I would like to ask for an extens)on for six months. Thank Jyou for your consideration, ! Peter Cobas Plan check ffCB080481 Home Phone: 760-431-1069 Cell Phone: 805-290-6519 Fax: 7^0-752-9996 9/33/09 Kenneth &. Brown < Co. ARCHITECTURE - PLANNING - DEVELOPMENT Mr. Peter Cobas August 18, 2008 2606 Colibri Ln. Carlsbad, CA. 92009 Subject: Review of existing foundations 2606 Colibri Ln., Carlsbad, CA. In accordance with your request, we have inspected the existing foundations for the proposed residential addition @ 2606 Colibri Ln., Carlsbad, CA. •\ Based on our investigation, it is our conclusion that the existing footings are of the sizes, design and construction as indicated on the plans and required by the structural calculations and soils report for the proposed construction. Kenneth Brown - Architect 22996 El Toro Road, suite 114 Lake Forest, CA. 92630 Phone (949) 770-8550 Fax (949) 770-9570 ARCHITECTURE - 'PLANNING - DEVELOPMENT SPECIAL INSPECTIONS PERIODIC SPECIAL INSPECTION SHALL BE PROVIDED FOR: 1. EPOXY BOLTS IN EXISTING CONCRETE 2. PLACEMENT OF 4500 PSI CONCRETE 3. STRONGWALLS AND SHEAR WALLS WITH NAIL SPACING 4" OR LESS 22996 El Toro Road, suite 114 Lake Forest, CA. 92630 Phone (949) 770-8550 Fax (949;11 rJ Kenneth &. Brown < Co. ARCHITECTURE - 'PLANNING - DEVELOPMENT SPECIAL INSPECTIONS PERIODIC SPECIAL INSPECTION SHALL BE PROVIDED FOR: 1. EPOXY BOLTS IN EXISTING CONCRETE 2. PLACEMENT OF 4500 PSI CONCRETE 3. STRONGWALLS AND SHEAR WALLS WITH NAIL SPACING 4" OR LESS 22996 El Toro Road, suite 114 Lake Forest, CA. 92630 Phone (949) 770-8550 Fax (949) 770-9570 @ REPORT™ESR-1757 Reissued September 1, 2006 This report is subject to re-examination in two years. ICC Evaluation Services Inc. www.icc-es.org Business/Regional Office • 5360 Workman VB Road, WNHfer, Gloria 90601 • (562) 69&0543 Regional Office- 900 Monk** Road, Suite A Birmingham, Alabana 35213 • (205) 599-9800 Regional Office • 4051 West Rossmoor Road, Country Oub HBb, Knois 60478 • (708)799-2305 DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07180—Traffic Coatings REPORT HOLDER: CROSSFIELD PRODUCTS CORP. 3000 EAST HARCOURT STREET RANCHO DOMINGUEZ, CALIFORNIA 90221 (310)886-9100 www.dexotex.com iamd@cpcmail.net EVALUATION SUBJECT: DEX-O-TEX WEATHERWEAR ROOF DECK COVERING 1.0 EVALUATION SCOPE Compliance with the following codes: • 2003 International Building Code* (IBC) • 2003 International Residential Code* (IRC) • 1997 Uniform Building Code™ (UBC) Properties evaluated: • Durability • Wind resistance • Fire classification • Fire resistance 2.0 USES Dex-O-Tex Weatherwear Roof Deck Covering is a walking deck and Class A roof system for use over plywood, steel or concrete decks. The system is also used as a component of a one-hour fire-resistance-rated roof assembly. 3.0 DESCRIPTION Dex-O-Tex Weatherwear roof deck covering is a multilayered, trowel-applied, waterproof roof coating that is subjected only to normal foot traffic. The system consists of a series of troweled coatings that form, successively, an elastic latex membrane, an integral composition flashing, and a flexible rubber cement traffic surface, made of Resistite paste, Resistite powder, Neobond II membrane liquid, N-38 paste, and Standard Neotex powder. A base sheet separates the Dex-O-Tex application from the surface it covers, permitting it to "float" over normal building cracks and movement. Dex- O-Tex Weatherwear components are all combinations of liquid rubber latex polymers incorporating dehydrating powders, vulcanizers, and special aggregates. The total thickness of the material is 3/,6 inch to V4 inch (4.8 mm to 6.4 mm). 4.0 INSTALLATION 4.1 General: Installation of the Dex-O-Tex Weatherwear shall be in accordance with the manufacturer's published installation instructions, the applicable code and this report. The manufacturer's installation instructions shall be available on thejobsite during application. Liquid components have a shelf life of one year and must be stored at temperatures above 32" F (O'C). The system shall be installed only when the ambient temperature is above 32°F (O'C). Materials shall not be applied if precipitation is occurring or expected. 4.2 Preparation of Substrates: Structurally sound, clean, dry substrates listed above shall be prepared, as described below, prior to the application of the finish material. 4.2.1 Structural Concrete: The surfaces shall be clean and free of standing water. All holes, joints and cracks shall be pointed flush with portland cement mortar, and all high spots cut or ground off to provide a smooth, even surface. Before the material is applied, the substrate shall be carefully swept, or blown clean by high-pressure air to remove all dust or foreign material. Special care shall be taken in the preparation and cleaning of all comers and edges. Foreign materials such as paint, grease and oil shall be removed by either grinding or sandblasting, with new concrete surfaces acid-etched. Large areas to be covered are required to have control joints at maximum intervals not to exceed 20 feet (6096 mm) on center, with the control joint system worked out to meet all known deck stress-concentration points. The control joints shall be cut in the same manner as for standard concrete construction, and then caulked. 4.2.2 Plywood Base Material: Plywood substrates shall be minimum 5/8-inch-thick (15.9 mm) exterior-grade plywood, having a maximum span of 16 inches (406 mm), and with tongue-and-groove edges and ends blocked or all edges blocked, and face grain perpendicular to supports. The plywood shall be supported along all edges, and adequately fastened to all bearings by means of countersunk wood screws, or screw nails equivalent to 8d ring shank naiis spaced at 6 inches (152 mm) on center, or as otherwise required by the applicable code. The naiis shall have a minimum penetration into the beams or joists supporting the plywood as required by the applicable code. The plywood surface shall be clean, dry and free of all foreign materials such as paint, grease, oil and dust. Cracks in the plywood and all panel butt joints are to be sealed using a caulking compound. 4.2.3 Steel: Steel surfaces, having sufficient rigidity to avoid excessive deflections or being solidly backed by a rigid substrate, shall be cleaned of all dust, grease, oil, silicons, loose paint, etc. The surface shall be sufficiently roughened ^3$ REPORTS™ are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright© 2006 ANSI Pag* 1 of 3 EsGil Corporation In Partners/Up with government for (Bui fding Safety DATE: April 14, 20O9 a APPLICANT JURISDICTION: Carlsbad crPTAN REVIEWER a FILE PLAN CHECK NO.: 08-0481 SET: VI PROJECT ADDRESS: 2606 Colibri Lane PROJECT NAME: Cobas SFD Addition and Remodel XI 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. 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 Corporation 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: X3 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: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: AD for Tamara Fischer Enclosures: EsGil Corporation D GA n MB D EJ D PC 4/9/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Partnership with government for 'Building Safety DATE: 2/3/09 JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 08-0481 SET:V PROJECT ADDRESS: 2606 Colibri Lane PROJECT NAME: Cobas SFD Addition and Remodel 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [Xj The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. See remarks below. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. <X] The applicant's copy of the check list has been sent to: Peter Cobas 2606 Colibri Lane, Carlsbad, CA 92009 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: Peter Cobas Telephone #: 760 431 -1069 Date contacted:^ /^ /Q «f Fax #: 760 431 -1692 . Also Fax Ken Brown #. 949-770-9570\sMail Telephone Fax Jn Person REMARKS: By: Tamara Fischer Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/29/09 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad 08-0481 2/3/09 Pleasermake all corrections, as requested in the correction list. Submit two new 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 Building 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. NOTE: The items listed below are from the previous correction list. These items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Current sets are signed. This will be verified on final sets. 14. Please show strong walls at foundation plan, detail strong walls at existing footings, and verify that existing footings aro adequate for the moment at new strong walls. I was unable to find in tho calculations whoro tho adequacy of tho footings for new strong wall loads was verified. OK you are now adding now footings at tho strong walls. Please address tho following: c) The detail referenced at those footings is for an existing footing condition. Please provide an accurate detail showing how the new footings will be interface with the existing footings. Detail 3/S4 is referenced at these new footings at strong walls, but there are no positive vertical ties shown between the existing footing and the new footing below. (This is required for the uplift resistance) Also, the foundation plan states these footings are 24" deep. This needs to be clarified. The detail shows a 10" thick footing and does not give a depth dimension. • 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. • 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 Tamara Fischer at Esgil Corporation. Thank you. Corporation In Partnership with government for 'Building Safety DATE: 1/21/09 a APPLICANT JURISDICTION: Carlsbad ^T"pTANi REVIEWER a FILE PLAN CHECK NO.: 08-0481 SET: IV PROJECT ADDRESS: 2606 Colibri Lane PROJECT NAME: Cobas SFD Addition and Remodel 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [Xj The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. See remarks below. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Peter Cobas 2606 Colibri Lane, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed. A! Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Peter Cobas Telephone #: 760431-1069 Date contacted: //2.//0^ Fax #: 760431-1692 Also Fax Ken Brown #. 949-770-9570i/Mail Telephone Fax IpTPerson REMARKS: By: Tamara Fischer Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/15/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 08-0481 i/21/09 Please make all corrections, as requested in the correction list. Submit two new 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 Building 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. NOTE: The items listed below are from the previous correction list. These items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Current sets are signed. This will be verified on final sets. 5. Ploaso roforonco tho guardrail detail to guard at socond floor landing. I do not soo tho guard detail referenced at tho second floor landing at interior stairs. OK. It is now referenced to detail 1/A5. Please change height of rail at landing to 3'6" minimum at detail 1/A5 note 1. 14. Ploase show strong walls at foundation plan, detail strong walls at existing footings, and verify that existing footings are adequate for the moment at new strong walls. I was unable to find in the calculations where tho adequacy of the footings for now strong wall loads was verified. OK you are now adding new footings at the strong walls. Please address the following: a) Some of the footings which were previously square pads still have arrows to them from the square footing callouts which will cause confusion in the field. b) Reinforcing for these new footings at strong walls is not called out. c) The detail referenced at these footings is for an existing footing condition. Please provide an accurate detail showing how the new footings will be interface with the existing footings. 15. Please provide details for wood dock at the library, framing plans and details for exterior stairs and framing plans for intorior stairs. 1) Ploaso detail tho attachment of tho balcony joistc to tho TJIs at library balcony. 2) Show beams and posts supporting stair and landing framing on the framing plan. I see only one post shown at stairs. Please call out all beams and posts supporting interior and exterior stairs on the framing plan and show that they have footings to support them below. Carlsbad 08-0481 I/21/O9 24. Detail shoar transfer for strong walls at gablo onds and show how out-of-plano loads aro to be resisted at top plate hingo. Tho Gable end at the left elevation will have a hingo at tho top plate as there is no ceiling for most of tho width. Show how out-of piano loads will bo rosistod at this location. OK I see that the wall will now be balloon framed. Please call out strapping and blocking at top and bottom of windows at the shear panels here to reduce the diaphragm dimension ratio. • 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. • 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 Tamara Fischer at Esgil Corporation. Thank you. EsGil Corporation In Partners/up with government for 'Building Safety DATE: 8/29/08 a APPLICANT JURISDICTION: Carlsbad JTCATTREVIEWER a FILE PLAN CHECK NO.: O8-0481 SET: III PROJECT ADDRESS: 2606 Colibri Lane PROJECT NAME: Cobas SFD Addition and Remodel 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1X1 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. See remarks below. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Peter Cobas 2606 Colibri Lane, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed. 1X1 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Peter Cobas Telephone #: 760 431 -1069 Date contacted: 6/30 (by: TF) Fax #: 760431-1692 Also Fax Ken Brown #. 949-770-9570 Mail Telephone -/ Fax*/ In Person REMARKS: By: Tamara Fischer Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/25/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 *• Fax (858) 560-1576 -Carlsbad 08-O481 8/29/08 Please make all corrections, as requested in the correction list. Submit two new 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 Building 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. NOTE: The items listed below are from the previous correction list. These items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Current sets are signed. This will be verified on final sets. 5. Please reference the guardrail detail to guard at second floor landing. I do not see the guard detail referenced at the second floor landing at interior stairs. 8. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (as required by the soil report). The response was, "Attached," but this has not been received. It must be from the soil engineer. 10. The location and heights of cut and fill slopes need to be clarified on the plans and compliance with 1805.3.1 and tho soil report recommendations shown. It appears that the stair footings on the east sido may not comply with figure 1805.3.1. OK, per the response, the height of the slope on the east side of the lot is 5'. Please call out the height of the slope on the site plan. 14. Please show strong walls at foundation plan, detail strong walls at existing footings, and verify that existing footings are adequate for the moment at new strong walls. I was unable to find in the calculations where the adequacy of the footings for new strong wall loads was verified. 15. Please provide details for wood dock at tho library, framing plans and details for oxtorior stairs and framing plans for interior stairs. 1) Please detail the attachment of the balcony joists to the TJIs at library balcony. 2) Show beams and posts supporting stair and landing framing on the framing plan. Carlsbad 08-0481 8/29/08 16. Beoauso the ceiling joists are not continuous at portion of roof with 2x12 ridge, they must bo cupportod by a bearing ridgo or wall. It appears for S/S'I that the wall is 1'ntondod to bo a bearing wall. Show that floor joists below are adequate to support the bearing wall. Please clear up the framing plan in this area. FJ5 are now shown here, but the call out for FJ3 was not removed from this area causing confusion. 17. Show that floor joists bolow bearing walls botwoon master bodroom/dock and master bedroom/bathroom and between west wall at south ond of bonus room / bedroom aro adequate for the? loads from those bearing walls. Response indicated that the wall between master bedroom and deck is not a bearing wall. Please make this clear on the plans. 23. Ploaso show and detail hold downs at second floor shear walls. I do not see where the second floor hold downs are detailed. 24. Detail shear transfer for strong walls at gable ends and show how out-of-plano loads aro to be resisted at top plate hinge. The Gable end at the left elevation will have a hinge at the top plate as there is no ceiling for most of the width. Show how out-of plane loads will be resisted at this location. 33. Specify R19 at floors above non-conditioned space. Per package D requirements. This needs to be specified on the CF-1R. • 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. • 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 Q 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 Tamara Fischer at Esgil Corporation. Thank you. - " EsGil Corporation In fartnersfiip toitfi government for 'Building Safety DATE: 6/30/08 OAEEUCANT JURISDICTION: Carlsbad TTTLANREVIEWER a FILE PLAN CHECK NO.: 08-0481 Amended SET: II PROJECT ADDRESS: 2606 Colibri Lane PROJECT NAME: Cobas SFD Addition and Remodel 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. 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 Corporation until corrected plans are submitted for recheck. See remarks below. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Peter Cobas 2606 Colibri Lane, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed. 1X1 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Peter Cobas Telephone #: 760 431 -1069 Date contacted: 6/30 (by: TF) w& Fax #: 760431-1692 Also Fax Ken Brown #. 949-770-9570 Mail Telephone Fax In Person XI REMARKS: This is a new correction list based on the fact that the original plans have been re-drawn. It replaces the previous correction lists. By: Tamara Fischer Enclosures: Esgil Corporation D GA D MB D EJ D PC 06/10/2008 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 .Carlsbad O8-O481 "6/3O/08 Please make all corrections, as requested in the correction list. Submit two new 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 Building 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. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Current sets are signed. This wiil be verified on final sets. 2. Energy insulation notes on sheet A1 are out-of-date. 3. Basements and sleeping rooms shall have a window or exterior door for emergency escape. Section 1026. Please provide manufacturer's information for window 7 at upstairs bedroom showing it meets the required openable width and area. a) Windows must have an openable area of at least 5.7 square feet (5.0 square feet for grade-floor openings), with the minimum openable width 20" and the minimum openable height 24". 4. Bathrooms shall be mechanically ventilated in accordance with the mechanical code (openable windows are no longer acceptable). CBC Section 1203.4.2.1. Please provide an exhaust fan in the portion of master bath with tub. 5. Please reference the guardrail detail to guard at second floor landing. 6. Specify Class A deck covering and approval number. Also show minimum %" per foot slope and scuppers for drainage at exterior stair landing. 7. Please specify veneer to be adhered veneer. 8. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (as required by the soil report). 9. The soils engineer or structural engineer should verify that existing footings meet the requirements for 2 story footings contained in the soil report. Please provide a letter to this effect. Carlsbad 08-0481 '6/30/08 10. The location and heights of cut and fill slopes need to be clarified on the plans and compliance with 1805.3.1 and the soil report recommendations shown. It appears that the stair footings on the east side may not comply with figure 1805.3.1. 11. Please specify minimum 1 %" edge distance at epoxy anchors. 12. Anchor bolts shall be provided with square washers in accordance with Section 2305.3.11. Show the 3" square x 0.229" plate on the plans. Detail 1/S4 shows smaller washers. Please revise. 13. Show the existing footings on the foundation plan and verify that all bearing walls and point loads have adequate footings. 14. Please show strong walls at foundation plan, detail strong walls at existing footings, and verify that existing footings are adequate for the moment at new strong walls. 15. Please provide details for wood deck at the library, framing plans and details for exterior stairs and framing plans for interior stairs. 16. Because the ceiling joists are not continuous at portion of roof with 2x12 ridge, they must be supported by a bearing ridge or wall. It appears for 8/S4 that the wall is intended to be a bearing wall. Show that floor joists below are adequate to support the bearing wall. 17. Show that floor joists below bearing walls between master bedroom/deck and master bedroom/bathroom and between west wall at south end of bonus room / bedroom are adequate for the loads from these bearing walls. 18. Show vertical support for RB1 and RB2 on the roof framing plan and floor plan below. The post at the right end of RB1 lands in the middle of the floor joist below. Please provide a beam to support it. 19. The post supporting south end of RB3 lands in the middle of the floor. 20. Please provide a north-south structural section through the house at master, deck and bathroom showing all structural elements. 21. Plans show 9' plate height at second floor while 8' strong walls are specified. I 22. Plans show 7' high strong walls at garage front, calculations specify 8'. 23. Please show and detail hold downs at second floor shear walls. 24. Detail shear transfer for strong walls at gable ends and show how out-of-plane loads are to be resisted at top plate hinge. Carlsbad 08-0481 6/30/08 25. The following design loads shall be added or revised at sheet A1 upper left. (Section 1603.1) • Roof live load. Each roof live load used should be indicated. Must be 20 psf as used in the calculations (this also needs to be revised on the first sheet of the calculations). • Seismic design data. The following information should be provided. (Section 1603.1.5) o Seismic design category o Basic seismic-force-resisting system(s) o Response modification factor(s), R o Analysis procedure used. 26. Please note on the plans that special inspection is required for strong walls and shear walls with nail spacing 4" or less. Section 1707. 27. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1705.2. 28. The only FAU I can find shown is the existing one. Please show that it is adequate to heat the existing plus new with 68 degrees at 3' above the floor per CBC 1204.1. 29. A power and lighting plan is needed for living and dining rooms. 30. Please provide an electrical receptacle near corner of kitchen countertop so no portion of the counter is more than 24" from a receptacle. CEC art 120.52(C). 31. At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps. CEC Article 210.70(A). 32. R30 insulation requires 10" rafter depth at vaulted ceilings. 2x8s shown on framing plan. 33. Specify R19 at floors above non-conditioned space. Per package D requirements 34. The addition will have more than 40' of new ducts, so the box checked on page 3 of CF- 1R is incorrect. Duct sealing must be HERS rater field verified or a U-value of .42 maximum for windows must be specified for the alternative to sealed ducts. .Carlsbad 08-0481 6/30/08 • 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. • 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 Tamara Fischer at Esgil Corporation. Thank you. EsGil Corporation In (Partnership with government for <BuiUing Safety DATE: O6/ 17/2008 JURISDICTION: Carlsbad IJ PLARREVIEWER a FILE PLAN CHECK NO.: 08-0481 SET: II PROJECT ADDRESS: 2606 Colibri Lane PROJECT NAME: Cobas SFD Addition and Remodel 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. I | The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list 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 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: Peter Cobas 2606 Colibri Lane, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Peter Cobas Telephone #: 760 431-1069 Date contacted:^// 1/QF (b^^ ) Fax #: 760 431 -1 60? elephone Fa*^ In Person REMARKS: <c«. tf ?<W • VH - 770 - By: Aaron Goodman for Tamara Fischer Enclosures: Esgil Corporation D GA D MB D EJ D PC 06/10/2008 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad 08-O481 06/17/2008 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: O8-0481 PROJECT ADDRESS: 2606 Colibri Lane SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 06/10/2008 06/17/2008 REVIEWED BY: Aaron Goodman for Tamara Fischer FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo Carlsbad 08-O481 O6/17/2OO8 Please make all corrections, as requested in the correction list. Submit two new 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 Building 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. NO RESPONSE WAS RECEIVED FOR THIS RESUBMITTAL. I. 06/17/2008: REMINDER All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 4. 06/17/2008: Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Codo, which adopts the 2006 IBC, 2006 UMC, 2006 UPG-and the 2005 NEC. The code editions listed on shoot A1 under "Building Data" arc no longer in effect. 5. 06/17/2008: Please correct the Type of Const, to V-N; Please separate the existing s.f. of the garage and conditioned floor area; also, correct the roof live load from 16 psf to 20 psf. All of your specifications under "Energy Insulation" appear to be out of date. Please update or refer to the Title 24 Energy Compliance forms. Please revise the section numbers and notes on the plans to match the 2006 IBC, as adopted by California. For example, note #3 under wood framing on sheet A1. 8. 06/17/2008: No Response. Please dimension the eave overhangs. If they extend closer than 5' to the property line, further corrections will apply. I1. 06/17/2008: Please call out on the plans one of the type "7" windows, in the bedroom that has only type "7" windows, as an egress window. Please show on the floor plans all window sizes and types (sliding, double hung, casement, etc), including existing windows. The following requirements cannot be checked until this information is provided. Sleeping rooms shall have a window or exterior door for emergency escape. Section 1026. Many of the bedrooms do not appear to have windows which comply. Carlsbad 08-O481 06/17/2008 30. 06/17/2008: No Response. Soils engineer or structural engineer should verify that existing footings meet the requirements for 2 story footings contained in the soil report. 31. 06/17/2008: No Response. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (as required by the soil report). 36. 06/17/2008: No Response. ______ Sill plate size and anchorage. [S235H5I Anchor bolts shall be provided with square washers in accordance with Section 2305.3.11. Show the 3" square X 0.229" plate on the plans. 37. 06/17/2008: No Response. Specify size, ICC approval number and manufacturer of power driven pins, expansion anchors or epoxy anchors. Show edge, end distance and spacing. Section A106.1.1. (If used). 38. 06/17/2008: No Response. Show size, embedment and location of hold down anchors on foundation plan. Section A106.1.1. (If required). 42. 06/17/2008: No Response. For several reasons this project cannot be considered conventional construction and requires calculations by a California State licensed engineer or architect. (Two examples: 1) a second story is being constructed over an existing one story building and it needs to be verified that the existing framing and foundations are adequate for the added loads. 2) As shown the project does not meet the minimum bracing requirements in sections 2308.9.3 and 2308.3.1 -2308.3.4.) Please provide vertical and lateral calculations. A complete structural plan check will be performed when this is received, but following are a few things which need to be addressed: a) Show vertical support for girder truss over library. b) Justify 21' 3 1/2 x 11 7/8 PSL over garage. Provide calcs for FB-6. c) Justify 18' 3 V* x 11 7/8 PSL ovor kitchon. d) Justify double 2 x 12s spanning 13' over garage. e) Provide framing plans and details for wood deck at library and both sets of stairs. No Response. f) Show the location of existing footings to verify all bearing walls and posts are located at footings. No Response. Detail the load path from RB-1 & 2 to the foundation. Show HD's and calculate impact to existing structure. g) Show all existing header sizes at bearing walls. h) Roof framing plan does not match elevations at front part of library. i) Provide shear transfer details. No Response. Detail the shear transfer from the E/W ridge to the foundation. j) Reference details and sections to the plans. No Response. Provide a N/S section through the new deck, MB and Master Bath and include all structural elements from the foundation to RB-1 and other E/W walls intended to transfer loads to the foundation. Provide details. Carlsbad 08-0481 O6/17/2O08 43. 06/17/2008: To be reviewed when plan and analysis is complete. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1) • Floor live load. Uniformly distributed, concentrated, and impact live load, including any live load reductions used, should be indicated. • Roof live load. Each roof live load used should be indicated. • Wind load. The following information should be provided, (Section 1603.1.4) o Basic Wind speed (3-second gust), mph o Wind importance factor, I, and building category o Wind exposure o Applicable internal pressure coefficient • Seismic design data. The following information should be provided. (Section 1603.1.5) o Seismic importance factor, IE and occupancy category o Mapped spectral response accelerations Ss and S1 o Site class o Spectral response coefficients SDS and SD-I o Seismic design category o Basic seismic-force-resisting system(s) o Design base shear o Seismic response coefficient(s), Cs o Response modification factor(s), R o Analysis procedure used. Special Inspection of Materials and Construction 44. 06/17/2008: No Response. The plans shall indicate that special inspection will be provided where required. (Section A106.1) (Continued on the next page) Carlsbad O8-0481 06/17/2008 45. 06/17/2008: No Response. Special inspection for seismic resistance shall be noted on the plans for the following conditions in accordance with Section 1707. Seismic Design Category C, D, E, and F Special inspection required Structural wof|*, structural welding, and cold form steel framing in "seismic-force-resisting systems" ** * Special inspection is not required for wood where the fastener spacing of the sheathing is more than 4" on center. ** The part of the structural system that has been considered in the design to provide the required resistance to the prescribed seismic forces. (Section 1613.1) 46. 06/17/2008: No Response. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1705.2. 49. 06/17/2008: No Response. Show that the single existing FAU will be able to heat the floor area 68 degrees 3 feet above the floor per CBC 1204.1. Show on the plans the location, type and size (BTU's) of all heating and cooling appliances or systems. Further corrections may apply once this information is received. 53. 06/17/2008: No Response. If existing portion of the house is being remodeled, provide power and lighting information for the existing as well. 55. 06/17/2008: Please respond to the bold items below. Show on the plans that countertop receptacle outlets comply with CEC Article 210.52(C): In kitchens a receptacle outlet shall be installed at each counter space 12 inches or wider; Receptacles shall be installed so that no point along the wall line is more than 24 inches; Island and peninsular countertops 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.) Show locations of appliances sink, etc also. 56. 06/17/2008: No Response. Show at least one wall switch-controlled lighting outlet to be installed, stairways and at the exterior side of outdoor entrances or exits. At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps. CEC Article 210.70(A). Carlsbad O8-O481 06/17/2O08 59. 06/17/2008: No Response. Show water heater size (1st hour rating), type, and location on plans. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Plumbing Code". 60. 06/17/2008: No Response. Please correct the section on A1 entitled "Energy Insulation". Provide plans, calculations or worksheets to show compliance with current energy standards. Further corrections may apply once this information is received. 63. 06/17/2008: No Response. Please ... Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement): a) In the kitchen at least one-half of the wattage rating of the fixtures must be high efficacy with non-high efficacy fixtures switched separately. Note: Approximately % of the fixtures will be required to be of the high efficacy variety. b) In bathrooms, garages, laundry rooms, and utility rooms all fixtures must be high efficacy style or be controlled by a manually-on occupancy sensor. c) All other rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer. (Closets under 70 square feet are exempt). d) Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photocontrol/motion sensor. Note: Generally a high efficacy style of fixture is fluorescent complete with electronic ballasts. END OF REVIEW 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. 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 Q 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 Aaron Goodman for Tamara Fischer at Esgil Corporation. Thank you EsGil Corporation In Partnership vrith government for "BidCding Safety DATE: 3/27/08 JURISDICTION: Carlsbad ^~a~~PLAN REVIEWER a FILE PLAN CHECK NO.: 08-0481 SET: I PROJECT ADDRESS: 2606 Colibri Lane PROJECT NAME: Cobas SFD Addition and Remodel 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list 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 check list is enclosed for the jurisdiction to forward to the applicant contact person. A] The applicant's copy of the check list has been sent to: Peter Cobas 2606 Colibri Lane, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted' Peter Cobas Telephone #: 760 431-1069 Date contacted: ^/U/Of" (by//4 Fax #: 760 431-1602 Mail v Telephone Fax y In Person REMARKS: By: Tamara Fischer Enclosures: Esgil Corporation D GA D MB D EJ D PC 3/20/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 ^ (858)560-1468 + Fax (858) 560-1576 Carlsbad 08-0481 3/27/08 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 08-O481 JURISDICTION: Carlsbad PROJECT ADDRESS: 2606 Colibri Lane FLOOR AREA: 2492 sq ft SFD Addition STORIES: 2 105 sq ft deck HEIGHT: 21' approx per IBC REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 3/20/08 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Tamara Fischer COMPLETED: 3/27/08 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and 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 construction comply with the 2007 edition of the California Building Code (Title 24), which adopts the following model codes: 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC. The above regulations apply, 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. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 08-0481 3/27/08 Please make all corrections, as requested in the correction list. Submit two new 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 Building 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. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 2. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). 3. Please check the floor area shown on sheet A1 for the second floor addition. Assuming the entire second floor is new, the area appears to be 1788 sq ft. 4. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 UMC, 2006 UPC and the 2005 NEC. The code editions listed on sheet A1 under "Building Data" are no longer in effect. 5. Please revise the section numbers and notes on the plans to match the 2006 IBC, as adopted by California. For example, note #3 under wood framing on sheet A1. 6. Please provide an existing floor plan so the extent of the changes may be determined. 7. The dimension from the house to the property line on the west side is difficult to read. Please clarify it. If it is less than 5', further corrections may follow. 8. Please dimension the eave overhangs. If they extend closer than 5' to the property line, further corrections will apply. Carlsbad O8-0481 3/27/08 9. Show locations of permanently wired smoke alarms with battery backup as follows (Section 907.2.10.1.2): a) On the ceiling or wall outside of each separate sleeping area in the immediate vicinity of bedrooms. NOTE: Where more than one smoke alarm is required to be installed within a unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the unit. Section 907.2.10.3. 10. Where an addition, alteration or repair to an individual dwelling unit or guestroom in Group R requires a permit, battery-operated smoke alarms, if not existing, shall be installed in the existing construction in bedroom and hall outside bedroom. Please show these existing or new smoke detectors on the plan. Section 907.2.10.5.2. 11. Please show on the floor plans all window sizes and types (sliding, double hung, casement, etc), including existing windows. The following requirements cannot be checked until this information is provided. a) Sleeping rooms shall have a window or exterior door for emergency escape. Section 1026. Many of the bedrooms do not appear to have windows which comply. i) Windows must have an openable area of at least 5.7 square feet (5.0 square feet for grade-floor openings), with the minimum openable width 20" and the minimum openable height 24". ii) The bottom of the clear opening shall not exceed 44" above the floor. iii) Such openings shall open directly into a public way or a court that opens to a public way (4-sided courts are prohibited). iv) The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of any keys or tools. b) Every space intended for human occupancy shall be provided with natural ventilation and natural light by means of exterior glazed openings, or shall be provided with mechanical ventilation/artificial light. Sections 1203.1 and 1205.1. This will be checked when window information is provided. Master water closet will require an exhaust fan. i) The minimum net glazed area for natural light shall not be less than 8% of the floor area of the room served. Section 1205.2. ii) The minimum openable area to the outdoors for natural ventilation shall be 4% of the floor area being ventilated. Section 1203.1. 12. Bathrooms shall be mechanically ventilated in accordance with the mechanical code (openable windows are no longer acceptable). CBC Section 1203.4.2.1. This applies to all new bathrooms. If existing bathrooms are unchanged, it does not apply to them. 13. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.3 (see exceptions): Carlsbad 08-0481 3/27/08 a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. Library doors. b) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. Window at master bathtub. c) Fixed or operable panels adjacent to a door where the nearest exposed 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. Office window next to bathroom door, bathroom window adjacent to door at middle upstairs bathroom. 14. Where a window sill is more than 6' above the finished grade, the lowest openable part of the window shall be at least 24" above the finished floor of the room. Glazing between the floor and a height of 24" shall be fixed or have openings such that a 4" sphere cannot pass through. Section 1405.12.2 Specify header height for 2nd floor windows so it may be determined whether any windows are within 24" of the floor. 15. Guards (Section 1013): Provide details for all guards showing the following and reference to the plans. Guards are required at all decks, interior and exterior stair landings and open sides of stairs (interior and exterior). a) Shall have a height of 42" (may be 34" along the sides of stairs). CBC Section 1013. b) Openings between railings shall be fess than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6 inches. i) In California, Section 1013.3 was amended to eliminate the wording which allows the 4" sphere to be changed to a 6" sphere for the upper portion of the guard. c) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.7. 16. Provide stairway and landing details. Section 1009. a) Maximum rise is 7-3/4" and minimum run is 10". b) A nosing not less than .75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. c) Minimum headroom is 6'-8". d) Minimum width is 36". e) The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Carlsbad 08-0481 3/27/08 17. Section shows a change of floor level at second floor. If so, it must comply with the maximum rise above. 18. Handrails (CBC Section 1009.10): Please show the following on the plans. a) Shall be provided on at least one side of each stairway. • Exception: Stairs with fewer than four risers do not require any handrails. b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. c) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. See Section 1012.3 for alternatives. d) Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. e) Ends of handrails shall be returned or shall have rounded terminations or bends. 19. Provide details of winding stairway complying with Section 1009.3: It appears you are showing a winding tread at the top of exterior stairs. As shown it does not comply. See requirements below. a) Minimum tread is 6 inches at any point and minimum 10 inches at a point 12 inches from where the treads are narrowest. b) Maximum rise is 7-3/4 inches. c) A nosing not less than .75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. d) Minimum width is 36 inches. 20. Show a minimum 3' long landing at the top of the exterior stairs. 21. Exterior stairways and exit balconies shall be located at least 10' from adjacent lot lines and from other buildings on the same lot unless the adjacent building exterior walls and openings are protected in accordance with Section 704 based on fire separation distance. Section 1024.3. Plans show 7'. 22. Specify on the plans the following information for the roof materials, per Section A106.1.1: a) Product name/number. b) ICC approval number, or equal. 23. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 1203.2. Carlsbad 08-0481 3/27/08 24. Show location of attic access with a minimum size of 22"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. Provide an attic access to attic over family room. 25. Structural members supporting a horizontal fire barrier must have the same fire-resistive rating as the separation. Section 711.4. Please clarify that walls supporting floor joists at garage and not just walls adjacent to house are to have 5/8" type x gyp board on the garage side. 26. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling (or specify existing). Section 406.1.4. 27. If the proposed fireplace is masonry, please provide details on the plans for it (showing rebar, foundation information, etc.). Section A106.1.1. 28. Provide detailing on the plans to show veneer attachment to the stud walls, in accordance with Section 1405. (If it is anchored veneer). Otherwise specify adhered veneer. 29. The plans do not comply with the soil report recommendations in the following areas: a) Footings should have 2 #4 bars top and bottom. b) Slab underlayment should consist of 4" of sand and a 10-mil moisture barrier. 30. Soils engineer or structural engineer should verify that existing footings meet the requirements for 2 story footings contained in the soil report. 31. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (as required by the soil report). 32. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section A106.1.1. 33. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Carlsbad 08-0481 3/27/O8 34. Show the minimum 7' distance required by the soil report from foundation to edge of cut or fill slopes ("distance-to-daylight") and show slope and heights of cuts and fills. Figure 1805.3.1. 35. 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 1803.3. 36. Sill plate size and anchorage. IKI»IH>JOal Anchor bolts shall be provided with square washers in accordance with Section 2305.3.11. Show the 3" square X 0.229" plate on the plans. 37. Specify size, ICC approval number and manufacturer of power driven pins, expansion anchors or epoxy anchors. Show edge, end distance and spacing. Section A106.1.1. (If used). 38. Show size, embedment and location of hold down anchors on foundation plan. Section A106.1.1. (If required). 39. Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. 40. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section A106.3.4.1 41. Please specify the type of TJI joists to be used. 42. For several reasons this project cannot be considered conventional construction and requires calculations by a California State licensed engineer or architect. (Two examples: 1) a second story is being constructed over an existing one story building and it needs to be verified that the existing framing and foundations are adequate for the added loads. 2) As shown the project does not meet the minimum bracing requirements in sections 2308.9.3 and 2308.3.1 -2308.3.4.) Please provide vertical and lateral calculations. A complete structural plan check will be performed when this is received, but following are a few things which need to be addressed: a) Show vertical support for girder truss over library. b) Justify 21' 3 1/2 x 11 7/8 PSL over garage. c) Justify 18' 3 1/a x 11 7/8 PSL over kitchen. d) Justify double 2 x 12s spanning 13' over garage. e) Provide framing plans and details for wood deck at library and both sets of stairs. f) Show the location of existing footings to verify all bearing walls and posts are located at footings. g) Show all existing header sizes at bearing walls. h) Roof framing plan does not match elevations at front part of library, i) Provide shear transfer details. Carlsbad 08-0481 3/27/O8 j) Reference details and sections to the plans. k) Live Loads i) Attics must be designed for 10, 20 or 30 psf, depending on clearances available. Table 1607.1. ii) Exterior balconies (cantilevered from the main structure) must be designed for a live load of 100 psf (60 psf for balconies at one- and two-family residences having an area of 100 square feet or less). Table 4-1. iii) The calculations should use a roof live load of 20 psf. This may be reduced for pitch, but for 4:12 roofs the roof live load may not be reduced below 20 psf. This differs from previous codes. Section 1607.11.2.1. 43. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1) • Floor live load. Uniformly distributed, concentrated, and impact live load, including any live load reductions used, should be indicated. • Roof live load. Each roof live load used should be indicated. • Wind load. The following information should be provided, (Section 1603.1.4) o Basic Wind speed (3-second gust), mph o Wind importance factor, I, and building category o Wind exposure o Applicable internal pressure coefficient • Seismic design data. The following information should be provided. (Section 1603.1.5) o Seismic importance factor, IE and occupancy category o Mapped spectral response accelerations Ss and ST o Site class o Spectral response coefficients SDS and o Seismic design category o Basic seismic-force-resisting system(s) Carlsbad 08-0481 3/27/08 o Design base shear o Seismic response coefficient(s), Cs o Response modification factor(s), R o Analysis procedure used. Special Inspection of Materials and Construction 44. The plans shall indicate that special inspection will be provided where required. (Section A106.1) 45. Special inspection for seismic resistance shall be noted on the plans for the following conditions in accordance with Section 1707. Seismic Design Category Special inspection required C, D, E, and F • Structural wood*, structural welding, and cold form steel framing in "seismic-force-resisting systems"** * Special inspection is not required for wood where the fastener spacing of the sheathing is more than 4" on center. ** The part of the structural system that has been considered in the design to provide the required resistance to the prescribed seismic forces. (Section 1613.1) 46. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1705.2. 47. Specify on the plans the roof plywood grade and panel span rating. IBC, Table 2304.7. 48. The City of Carlsbad requires the following note on the plans:" Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained." Nails may be driven perpendicular to TJI flanges. 49. Show on the plans the location, type and size (BTU's) of all heating and cooling appliances or systems. Further corrections may apply once this information is received. Carlsbad 08-0481 3/27/08 50. Detail the dryer exhaust duct design from the dryer to the exterior. The maximum length is 14 feet with a maximum of two 90-degree elbows. CMC Section 504.3. 51. Specify on the plans the following information for the fireplace(s), per Section A106.1.1: (If prefabricated). a) Manufacturer's name and model number, ICC approval number, or equal. (If prefab). b) Show the height of the chimney above the roof and the horizontal clearances per listing approval. Chimneys shall extend at least 3' above the highest point where it passes through a roof and at least 2' higher than any portion of a building within a horizontal distance of 10 feet. CMC Section 802.5.2.1 c) All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free area of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to twelve gauge wire, nineteen gauge galvanized wire or twenty-four gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than one-half inch and shall not block the passage of spheres having a diameter of less than three-eight inch. City ordinance. d) Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces, except where such shrouds are listed and labeled for use with the specific system and installed in accordance with the manufacturer's installation instructions. 52. Note on the plans that receptacle outlet locations will comply with CEC Article 210.52(A). 53. If existing portion of the house is being remodeled, provide power and lighting information for the existing as well. 54. For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. CEC Article 210.52(E). This receptacle must be GFCI protected. 55. Show on the plans that countertop receptacle outlets comply with CEC Article 210.52(C): In kitchens a receptacle outlet shall be installed at each counter space 12 inches or wider; Receptacles shall be installed so that no point along the wall line is more than 24 inches; Island and peninsular countertops 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.) Show locations of appliances, sink, etc also. Carlsbad 08-0481 3/27/08 56. Show at least one wall switch-controlled lighting outlet to be installed, stairways and at the exterior side of outdoor entrances or exits. At interior stairways show 3-way switching for lighting outlets at each floor level where there are six or more steps. CEC Article 210.70(A). 57. All bedroom branch circuits now require arc fault protection. Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected." CEC Article 210.12(8). (Not just outlets as electrical note 6 states). 58. Show on the plan that ground-fault circuit-interrupter protection locations comply with CEC Article 210.8, which reads as follows: All kitchen counters and laundry room. (Add to electrical note 3) 59. Show water heater size (1st hour rating), type, and location on plans. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Plumbing Code". 60. Provide plans, calculations or worksheets to show compliance with current energy standards. Further corrections may apply once this information is received. 61. The regulations require a properly completed and properly signed Form CF-1R (4 pages) 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. 62. Specify, on the building plans, that all of the mandatory energy features are indicated on the plans and specifications or include a completed MF-1R form on the plans. 63. Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement): a) In the kitchen at least one-half of the wattage rating of the fixtures must be high efficacy with non-high efficacy fixtures switched separately. Note: Approximately 3A of the fixtures will be required to be of the high efficacy variety. b) In bathrooms, garages, laundry rooms, and utility rooms all fixtures must be high efficacy style or be controlled by a manually-on occupancy sensor. c) All other rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer. (Closets under 70 square feet are exempt). d) Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photocontrol/motion sensor. Carlsbad 08-O481 3/27/O8 Note: Generally a high efficacy style of fixture is fluorescent complete with electronic ballasts. • 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. • 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 Tamara Fischer at Esgil Corporation. Thank you. Carlsbad 08-0481 3/27/08 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Tamara Fischer BUILDING ADDRESS: 2606 Colibri Lane BUILDING OCCUPANCY: R3 / U PLAN CHECK NO.: 08-0481 DATE: 3/27/08 TYPE OF CONSTRUCTION: VB BUILDING PORTION SFD ADD Deck Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq. Ft.) 2492 105 cb Valuation Multiplier / ^7^7 . 4 /V4 -CYC1/s&t 101.99 14.41 By Ordinance Reg. Mod. VALUE ($) WfW -25471-59- ' ' 1,513 255,672 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: PI I Repetitive FeeRepeats Complete Review D Other r—I Hourly D Structural Only Hour* Esgil Plan Review Fee Comments: $1,120.41 $728.27 $627.43 Sheet 1 of 1 macvalue.doc City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST DATE:PLANCHECK NO.: CB BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:'(> IV ' Of ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: EST. VALUE: DENIAL Please see Uber attached report of deficiencies marked with^qT Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: Date: Date: Date: By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: TT D Q D D D D D D Dedication Application Dedication Checklist Improvement Application Improvement Checklist Neighborhood Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Storm water Applicability Checklist Name: ENGINEERING DEPT. CONTACT PERSON JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: • Carlsbad, CA 92OO£-7314 • (76O) 6O2-272O • FAX (76O) BUILDING PLANCHECK CHECKLIST ( SITE PLAN RD /JC$z& 4o G^' D 1- Provide a fully dimensioned siteilplan drawn to scale. Show: D. E. North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines Easements F. Right-of-Way Width & Adjacent Streets G. Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service 2. Show on site plan: A. prainage 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 ,F\ drainage of 2% to swale 5' away from building. _By Existing & Proposed Slopes and Topography - C. 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. D. Sewer and water laterals should not be located within proposed driveways, per standards. do 3. Include on title sheet: C Site address Assessor's Parcel Number 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 F.-1BUIUXNG PLANCHECKCKLSTFORM.doc Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D D D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 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 $ 17.000 . 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 pwner(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 L~3 [U C] 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 $ 82.000 . 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 REBUILDING PLANCHECK CKLST FORM.doc ,,ST BUILDING PLANCHECK CHECKLIST 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: D D D 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 $430 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. Future public improvements required as follows: D D D 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: D D 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 15.16.010 of the Municipal Code. D D 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. D D 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: D D D 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\BUILMNO PONCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST A ST 2ND 3RD D D D 7d .No Grading Permit required. D D D 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D 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 D 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 7138, for assistance. Industrial Waste permit accepted by: Date: 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 first. D D IQ.a.STORM WATER APPLICABILITY CHECKLIST D Requires PSWP (project storm water permit): # Q Not required D D 11- FEES D Required fees are attached Q No fees required REBUILDING PLANCHECK CKLST FORM.** BUILDING PLANCHECK CHECKLIST ST1 D ND2 D gRD D nan WATER METER REVIEW 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. • 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: STA1+00 Install 2" service and 2. 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 F:\BUIIDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST .ST ND RD 3. 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 service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D D 12c. Im'gation 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: F:\BUIUMNG PLANCHECK CKLST FORM.doc \ FLAMMING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CBQg-Q4ftl _ Address jJQ « 3 ° ° Planner Chris Sexton Phone (760) 602-4624 APN:£l§-*33*l- AT Zoning: r""C General Plan: K(_KV^ Facilities Manaqement Zone: ^» CFD (in/out) # Date of participation: Remaining net dev acres: DU/AC "ICJ! J >; (For ncn-residential development: Type of land used created by this •" -O J3 /""*!.•, ->'*i f"^ni> . o u o J I I Legend: £3 Item CompletelUJtem Incomplete - Needs your action n Environmental Review Required: YES NO y'lYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: D Discretionary Action Required: YES NO V^ TYPE APPROVAL RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: £Jir Q CD Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES _ NO _ If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): _ D Habitat Management Plan Data Entry Completed? YES _ NO If property has Habitat Type identified in Table 1 1 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB4 tcclbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Cl Inclusionary Housing Fee required: YES _ MO ^S (Effective date of Inclusionary Housing Orcl.'nance - May 21, 1993.) Data Entry Completed? YES _____ NO ______ •;A, P. Ds. Activity Mahienarca enJ^r C3 ' .cc'tar Screens, Housing Fees, Construct Housing YN, Enter Fee, UPDATE!) H:'ACM!N'CCUriTER' EidQp^chXPnvCi-fct Rev 1,Q(- Site Plan: Q Provide a fully dimensional site plan drav.n to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. sti n ODD Policy 44- Neighborhood Architectural Design Guidelines Hnn n in n 1. Applicability: YES 2. Project complies YES Zoning: 1 . Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: 2. Accessory structure setbe Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: f. Height: 5. Parking: Spaces (breakdown by Residential Guest Spaces Re< no r NO Required flO ' Required iJ Required Required /*/.3' Required icks: Required Required / Required f Required / Required /n r Required ^ i O «° Required ^ 3O Required ^ uses for commercial and quired Shown 3""7 ' Shown 1. / ' Shown Shown 3*7' Shown Shown Shown S* Shown / Shown / Shown Shown / " / * Shown ^30 ' Shown £!L industrial projects required) Shown Additional Comments ' f •fc>vc^ QQAa OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE3"^/ Rov 3,'M- Rpr 12 07 09:05a Cal West Mgmt 7604385731 p.3 ACKNOWLEDGEMENT OF IMPROVEMENT NOTICE BY NEIGHBORS Your neighbors must review the application and indicate any concerns they may have with the proposed improvement I hereby acknowledge and confirm receipt of the modifications proposed. \ \ ) ( •( //r^^L4*^ f j Name '0 K£ {.•{/• .- t^s* /. /c-{'''s Name i V*. j£^<§- £x \ , Vvc v \_ 10 Address at Association it it i-nL-L-\ S2L£s£B=iC£s P Address at Association ^/ i Date £^(a In , Date 2007 2007 BOARD OF DIRECTORS DECISION 3fou must receive written approval (Vom th<e .Qoanl. of Directors hH'orc beginning any modifications to your unit. APPROVED:DISAPPROVED: CONDITIONS OP APPROVAL OR REASONS FOR DISAPPROVAL: Upon completion, contact the munagcmcnt company to inspect. Thank you. Inspection Date: Inspected by: Comments: CAL WEST MANAGEMENT 2185 Faraday Avenue, Suite 140 • San Marcos, CA - 92008 Office (760) 438-5720 • Fax (760) 438-5723 12 07 09iQ6a Cal West HfM 760438S731 p.3 <M^J3»H \i]\tr BOARD OF DIRfiCTORS OJBCISION APPROVED:DISAPPROVED: CONDITIONS OP AHVUOV AL Oft REASONS KM DISAWROVA1,: Inspection Date: impootad by: Comments: CAL WEST MANAGEMENT 2115 ffamftqr AVMIM. Suite 14* • 8m Mm* CA Oflfet (7i« 43W720 • RM (7W) 43M723 2007 .2007 Hpr 12 07 09:04a Cal Uest Mgmt 7604385731 p.2 Date: Name of Owner: RANCHO CARRILLO HOMEOWNERS ASSOCIATION ARCHITECTURAL IMPROVEMENT /CHANGE REQUEST /? Address of Property v £> O 6 CO M PS 4\ LK! .O\ A 11 r3 A ti CA V< Mailing Address of Homeowner: Home Phone Number: Qjf ¥.•?//£•&? Daytime Phone Number: $t Cell Phone Number: ?&S~<2?0 £fy? Email Address: &7&1 Ce Describe the proposed imorovcmcnt/changc: Name of Builder/Contractor: License Number: •" *?'£ O &>'£'£' XI TWO COPIES OF THE FOLLOWING INFORMATION ARE REQUIRED: 1. Description of the Improvement. (Attach sketches/drawings as necessary) 2. Construction details of structure. 3. Specification of materials to be used and paint colors. NOTICE JO HOMEOWNER: Your proposed improvement may require a permit from the local City Building Inspection Department. You or your contractor should check with that department about permit requirements before starting any work. No work shall be done which may change the existing drainage patterns or compromise the structural integrity of the building. I will assume the responsibility for any work under the above proposed changes/improvements that I, or my contractor, accomplish which may in the future adversely affect the common area: OWNER'S SIGNATURE'' CB080481 2606 COLIBRILN CQBAS-ADD 704 SF TO 1ST FLOOR,1 7flH cc T*nr\ r-i i Application & Related Docs. Complete •f UbD (jUA£*Jt A-fc, J^MA- ]/(jjJ^^ ^ ft^