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2903 CANDIL PL; ; CB991866; Permit
10/15/1999 City of Carlsbad Residential Permit Permit No:CB991866 Building Inspection Request Line (760)438-3101 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2903 CANDIL PL CBAD RESDNTL 2154940300 $453,244.00 6 1 4 Sub Type: SFD Lot #: 0 Construction Type: VN Reference #: Structure Type: SFD Bathrooms: 5 BRANON RESIDENCE NEW SFD 5267SF 778SF GARAGE 288SF DECK Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 05/14/1999 DT 09/16/1999 10/15/1999 Applicant: KNIFF DAVID PO BOX 27912 SAN DIEGO CA 92198 619-788-9396 Owner: JOHN&ISARI PL C-fflHT 02 26234-49 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 Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee : ,-*w , 1H*. *,<!=*? •*#"& ****•$1,860.08 $0.00$V09.d3 JSe.cl. Water Con. FA Red. Water£|| -^cr- und)r:^;r; Bbense Tax license T a $' $0.00 $0.00 $0.00 $3,420.00 D3/4 $0.00 OTALTRICAL TOTALMECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Master Drainage Fee: Sewer Fee: TOTAL PERMIT FEES $0.00 $0.00 $0.00 $8,249.04 $7,614.50 $0.00 $0.00 $409.00 $461.00 $0.00 $0.00 $245.00 $60.00 $76.50 $2,925.00 $0.00 $29.05 $0.00 $27,443.54 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 66Q2Q(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 capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been gjyen a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760)438-1161 FOR OFFICE USE ONLY PLAN CHECK EST. VAL. Plan Ck. Deposit Validated By Date 4^3 . 244 Address (include Bldg/Suite #)Business Name (at this addnras&L..9722 05/14/99 QQQ1 Ql Q2 Unit No. Phase NC~FRMT°tal # of $999.05Legal Description Lot No.Subdivision Name/Number Assessor's Parcel # g-F-P. Existing Use g.^67SQ.FT. Proposed Use Description of Work #of Stories # of Bedrooms # of Bathrooms Name Address City lliB:!0niiiiilIiiiiiS^IPpiit» D Owner JH| Agent ft» Owner ££&7*Cr State/Zip Telephone #Fax* Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # (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 I $5001). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D 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 [$1001 OR LESS) O CERTIFICATE OF EXEMPTION: 1 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 became 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 I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 1£[ 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). D 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 fgNO 2. ufhavephave not) signed an application for a building permit for the proposed work. 3. Ihave contractedwith the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I j*& \s 4. I plan to provide portions of the work, but I have hired the fallowing 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 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? D 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? Q YES Q 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. mm fc4. ;r :;|:: [; !»i|:ri^1^1^:^^'^^^r= -* ft^H''»llr<: I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1} Civil Code). LENDER'S NAME LENDER'S ADDRESS 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 bMthe 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 noucommenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the pvprk is/qflime/ic$Kl»for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance eft if CMlsbil Final Building Inspection Dept: Building Enainaaung Planning CMWD St Lite Fire^•HBW"* 2 5 2 Plan Check #: Permit*: Project Name: Address: Contact Person: Sewer Dist: Inspected Inspected Bv: Inspected By: Comments: CB991866 BRANON RESIDENCE NEW SFD 5267SF 778SF GARAGE 288SF DECK 2903 CANDIL PL Phone: LC Water Dist: CA xO ^-7 Date /—/ X-X^v Inspected: & ?^$"* Date Inspected: Date Inspected: Date: Permit Type: Sub Type: Lot: 0 ' Approved: K Approved: Approved: 7/21/2000 RESDNTL SFD Disapproved: Disapproved: Disapproved: City of Carlsbad Bldg Inspection Request For: 8/23/2000 Permits CB991866 Title: BRANON RESIDENCE Description: NEW SFD 5267SF 778SF GARAGE 288SF DECK Inspector Assignment: DA Type: RESDNTL Sub Type: SFD Job Address: 2903 CANDIL PL Suite: Lot 0 Location: APPLICANT KNIFF DAVID Owner: BRANON MICHAEL&DIANE REVOCABLE TRUST 09-01-99 Remarks: Phone: 7608037107 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: MIKE Entered By: CHRISTINE Comments Associated PCRs Inspection History Date Description 8/18/2000 89 Final Combo 6/23/2000 61 Footing 6/23/2000 62 Steel/Bond Beam 6/12/2000 61 Footing 6/2/2000 11 Ftg/Foundation/Piers 5/30/2000 32 Const. Service/Agricultural 5/10/2000 22 Sewer/Water Service 4/28/2000 17 Interior Lath/Drywall 4/28/2000 34 Rough Electric 4/5/2000 34 Rough Electric 3/23/2000 16 Insulation 3/23/2000 17 Interior Lath/Drywall 3/21/2000 16 Insulation 3/15/2000 14 Frame/Steel/Bolting/Welding 3/15/2000 18 Exterior Lath/Drywall 3/6/2000 14 Frame/Steel/Bolting/Welding Act Insp Comments CO DA BACK OF CARD AP DA AP DA AP DA BACK RETAINING WALL AP DA BACK DECKS AP DA CO DA FILL FOR TEST NR DA NR DA NR DA AP DA AP DA NR DA AP DA WC DA CO DA City of Carlsbad Bldg Inspection Request For: 5/30/2000 Permit# CB991866 Title: BRANON RESIDENCE Description: NEW SFD 5267SF 778SF GARAGE 288SF DECK Inspector Assignment: DA 2903 CANDIL PL Lot Type:RESDNTL Sub Type: SFD Job Address: Suite: Location: APPLICANT KNIFF DAVID Owner: ASHWORTH JOHN&ISARI Remarks: Phone: 7608037107 Inspector: Total Time:Requested By: MIKE Entered By: CHRISTINE CD Description Act Comments 32 Const. Service/Agricultural Associated PCRs Inspection History Date Description 5/10/2000 22 Sewer/Water Service 4/28/2000 17 Interior Lath/Drywall 4/28/2000 34 Rough Electric 4/5/2000 34 Rough Electric 3/23/2000 16 Insulation 3/23/2000 17 Interior Lath/Drywall 3/21/2000 16 Insulation 3/15/2000 14 Frame/Steel/Bolting/Welding 3/15/2000 18 Exterior Lath/Drywall 3/6/2000 14 Frame/Steel/Bolting/Welding 2/29/2000 84 Rough Combo 2/25/2000 13 Shear Panels/HD's 2/16/2000 14 Frame/Steel/Bolting/Welding 2/16/2000 24 Rough/Topout 2/8/2000 13 Shear Panels/HD's 1/31/2000 15Roof/Reroof 1/21/2000 15Roof/Reroof 1/20/2000 15Roof/Reroof 11 /15/1999 11 Ftg/Foundation/Piers 11/9/1999 11 Ftg/Foundation/Plers 11/8/1999 11 Ftg/Foundation/Piers 11/3/1999 66 Grout Act Insp Comments CO DA FILL FOR TEST NR DA NR DA NR DA AP DA AP DA NR DA AP DA WC DA CO DA NR DA AP DA CHKED INSULATION, HD S FOR 2ND SHR NR DA NR DA CO DA RE-SUBMIT PLNS/CHANGED HD TO ST 48 AP DA AP DA NR DA AP DA COLUMNS & GAR AP DA HOUSE ONLY NR DA AP DA City of Carlsbad Inspection Request For: 10/28/99 Permit# CB991866 Inspector Assignment: DA Title: BRANON RESIDENCE Description: NEW SFD 5267SF 778SF GARAGE 288SF DECK Type: RESDNTL Sub Type: SFD Phone: 7603901122 Job Address: 2903 CANDIL PL |(~2-~7 ^ ' Suite: Lot 0 Location: Inspector: APPLICANT KNIFF DAVID Owner: ASHWORTH JOHN&ISARI Remarks: AM PLEASE - MAY HAVE BEEN DONE WEDNES. Total Time: Requested By: NA Entered By: CHRISTINE CD Description r^l Comments Ftg/Foundati on/Piers Inspection History Date Description Act Insp Comments 10/19/99 21 Underground/Under Floor AP DA City of Carlsbad Inspection Request For: 10/27/99 Permit# CB991866 Title: BRANON RESIDENCE Description: NEW SFD 5267SF 778SF GARAGE 288SF DECK Inspector Assignment: DA Sub Type: SFD 2903 CANDIL PL Lot Type: RESDNTL Job Address: Suite: Location: APPLICANT KNIFF DAVID Owner: ASHWORTH JOHN&ISARI Remarks: PM - AFTER LUNCH PLEASE ... " ' Phone: 7603901122 Inspector: Total Time: CD Description 1 1 Ftg/Foundation/Piers Comments Requested By: MIKE Entered By: CHRISTINE Inspection History Date Description Act Insp Comments 10/19/99 21 Underground/Under Floor AP DA EsGil Corporation 2n Partners/iip Witd government for DATE: 09/13/99 Q APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 99-1866 SET: III PROJECT ADDRESS: 2903 Candil Place PROJECT NAME: Branon Residence 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: X 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: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 09/02/99 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Tartners/iip witfi. Government for Quitting Safety DATE: 07/27/99 Q APPLICANT JURISDICTION: Carlsbad Q-PtAfiREViEWER Q FILE PLAN CHECK NO.: 99-1866 SET: II PROJECT ADDRESS: 2903 Candil Place PROJECT NAME: Branon Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: David J. Kniff P.O. Box 27912, San Diego, Ca. 92198 Esgil Corporation staff did not advise the applicant that the plan check has been completed except by mail. 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: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 07/20/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 Carlsbad 99-1866 07/27/99 II RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2903 Candil Place DATE PLAN RECEIVED BY ESGIL CORPORATION: 07/20/99 REVIEWED BY: Bill Elizarraras PLAN CHECK NO.: 99-1866 SET: II DATE RECHECK COMPLETED: 07/27/99 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and 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. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. B. 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. C. 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. D. 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 99-1866 II 07/27/99 <* The following corrections were either not properly shown or addressed. The numbering of correction list refers to original deficiency list dated 05/24/99. • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. 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, (619) 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. 2. Plans, specifications and calculations shall be signed and sealed by the California State licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). • ROOFING 9. Specify on the plans the following information for the roof materials, per Section 106.3.3: a} Manufacturer^ namo. b) Product namo/numbor. c) ICBO approval number, or equal. • FOUNDATION REQUIREMENTS 11. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Show soils report recommendations on plans, also note on plans soils Engineer shall inspect the foundation excavations, steel and sub-grade prior to placement of concrete. Carlsbad 99-1866 II 07/27/99 12. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. This does not apply to detached, single- story dwellings. Section 1804.5 Not addressed in soils letter. 14. Show size and embedment and location of hold down anchors on foundation plan. Section 106.3.3. Suggest Simpson SSTB Anchors. • FRAMING 19. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. Several beams not per calculations. 20. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. Or coo corroctionc bolow. Provide lateral analysis for upper floor, also show all shear wall lengths on plans. 24. Provide metal drag strap connecting to plate line on each sid and other flush beams. Specify strap type and size 25. Show shear transfer at girder truss to roof sheathi • MISCELLANEOUS To speed up the review process, note on this list (or a copy) where eacl 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 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. EsGil Corporation In Partnership with government for 'BuiCd'ing Safety DATE: O5/24/99 Q APPLICANT JURISDICTION: Carlsbad cTpcANREVIEWER Q FILE PLAN CHECK NO.: 99-1866 SET: I PROJECT ADDRESS: 2903 Candil Place PROJECT NAME: Branon Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. X] 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: David J. Kniff P.O. Box 27912, San Diego, Ca. ????? Esgil Corporation staff did not advise the applicant that the plan check has been completed except by mail. 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: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 05/17/99 tmsmfl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619)560-1468 + Fax (619) 560-1576 Carlsbad 99-1866 05/24/99 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 99-1866 JURISDICTION: Carlsbad PROJECT ADDRESS: 2903 Candil Place FLOOR AREA: 5267 sf. Dwelling 778 sf. Garage 288 sf. Deck REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: O5/24/99 STORIES: 2 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 05/17/99 PLAN REVIEWER: Bill Elizarraras FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list for 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. LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) rSforw.dot Carlsbad 99-1866 O5/24/99 • PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. 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, (619) 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. 2. Plans, specifications and calculations shall be signed and sealed by the California State licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 3. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and the 1994 UBC, UMC and UPC and the 1993 NEC. • FIRE PROTECTION 4. Show locations of permanently wired smoke detectors with battery backup: a) Inside each bedroom. b) Centrally located in corridor or area giving access to sleeping rooms. c) On each story. d) When sleeping rooms are upstairs, at the upper level in close proximity to the stair. • NOTE: Detectors shall sound an alarm audible in aH sleeping areas of the unit. Section 310.9.1. • GENERAL RESIDENTIAL REQUIREMENTS 5. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these Carlsbad 99-1866 05/24/99 compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. b) 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. • STAIRWAYS AND RAILINGS 6. Guardrails (Section 509.1): a) Shall have a height of 36". b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". 7. Handrails: a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. b) All stairs shall have handrails terminating in a newel or safety post. Section 1006.9. 8. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 1006.9. • ROOFING 9. Specify on the plans the following information for the roof materials, per Section 106.3.3: a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. 10. Show attic ventilation. Minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. Carlsbad 99-1866 05/24/99 • FOUNDATION REQUIREMENTS 11. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 12. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. This does not apply to detached, single- story dwellings. Section 1804.5 13. Specify size, I.C.B.O. number and manufacturer of power driven pins. Show spacing. Section 1701.7. This applies to interior partitions on slab. 14. Show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. Suggest Simpson SSTB Anchors. * FRAMING 15. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2x4 max. 14', 2x6 max. 20'. Table 23-I-R-3. Design all others exceeding these limitations. 16. Specify truss identification numbers on the plans. 17. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure nonbearing condition between supports as designed). 18. Per UBC Section 2343.6, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: a) Identity of the company manufacturing the truss. b) The design load. c) The spacing of the trusses." 19. Provide calculations for main vertical and horizontal framing members and footings. Section 106.3.3. 20. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. Or see corrections below. 21. Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length. Section 2326.11.3 and Table 23-l-W. Carlsbad 99-1866 05/24/99 22. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2326.11.3 and Table 23-l-W. 23. Show locations of attic access with a minimum size of 22"x30". Section 1505.1. 24. Provide metal drag strap connecting to plate line on each side of bay window and other flush beams. 25. Show shear transfer at girder truss to roof sheathing. • MECHANICAL (UNIFORM MECHANICAL CODE) 26. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. d) Show height of chimney above roof per I.C.B.O. approval or Table 31-B. 27. Note on the plans that approved spark arrestors shall be installed on all chimneys. UBC, Section 3102.3.8. 28. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. • ELECTRICAL (NATIONAL ELECTRICAL CODE) 29. Note on the plans that receptacle outlet locations will comply with 1993 NEC Art. 210-52(a). 30. Show on the plans that countertop receptacle outlets comply with 1993 NEC Art. 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches by 24" long (or greater) shall have at least one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate countertop spaces. 31. Show on the plan that ground-fault circuit-interrupter protection complies with 1993 NEC Art. 210-8, which reads as follows: Carlsbad 99-1866 05/24/99 All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink. • PLUMBING (UNIFORM PLUMBING CODE) 32. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3. 33. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. • ENERGY CONSERVATION 34. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms. • CARLSBAD S.F.D. & DUPLEX SUPPLEMENT 35. For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 36. New residential units must be pre-plumbed for future solar water heating. Note that two roof jacks must be installed where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 37. Note that two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 38. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 39. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. Carlsbad 99-1866 05/24/99 • MISCELLANEOUS 40. Show window sizes at upper Hail left side. 41. Specify deck slope and finish, provide ICBO # if applicable. 42. Reference alt details to appropriate pages. 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 Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. Carlsbad 99-1866 05/24/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: BUI Elizarraras BUILDING ADDRESS: 29O3 Candil Place BUILDING OCCUPANCY: R3/U1 PLAN CHECK NO.: 99-1866 DATE: 05/24/99 TYPE OF CONSTRUCTION: VN BUILDING PORTION Dwelling Garage Deck Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft-2) 5267 sqft. 778 sqft. 288 sqft. VALUATION | VALUE MULTIPLIER | ($) * Per City Estimate 453,244.00 i 453,: r 244.00 1994 UBC Building Permit Fee [X] Bldg. Permit Fee by ordinance: $ 1860.07 1994 UBC Plan Check Fee E3 Plan Check Fee by ordinance: $ 1209.05 Type of Review: ^ Complete Review Q Structural Only Q Hourly Q] Repetitive Fee Applicable n Other: Esgil Plan Review Fee: $ 967.24 Comments: Permit = 70% of 94 UBC EsGil Fee = 52% of Permit Sheet 1 of 1 macvalue.doc 5196 DATE: City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB 99 ~ J&02BUILDING ADDRESS: _ PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 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. Q> Right-of-Way permit is required prior to construction of the following improvements: EST. VALUE: DENIAL Please see the attached report of deficiencies marked with D. 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. Date: Date: Date: tT By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: ATTACHMENTS D Dedication Application D Dedication Checklist U Improvement Application D Improvement Checklist D Future Improvement Agreement n Grading Permit Application Cl Grading Submittal Checklist D Right-of-Way Permit Application Q Right-of-Way Permit Submittal Checklist and Information Sheet L) Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619)438-1161. ext. 4374 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 . (760) 438-1161 " FAX (760) 431-5769 BUILDING PLANCHECK CHECKLIST Q G fat* SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: Arrow 6C\Property Lines isting & Proposed Structures Encasements y Existing Street Improvements Ji^-^Kight-of-Way Width & Adjacent Streets rivewav widths - Show on site plan: rainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive" drainage of 2% to swale 5' away from building." xisting & Proposed Slopes and Topography 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE Q Q 4a. Project does not comply with the following Engineering Conditions of approval for Project No. Q Q Q 4b. All conditions are in compliance. Date: BUILDING PLANCHECK CHECKLIST ST/3RD/ Q DEDICATION REQUIREMENTS 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 $ fO. CTw 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 !4" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ _£fl. f&O , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as fojlows: /?l£i£t ft &7l 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 checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future 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: WWSPALMASlSYSUJBRARYXENfflWORIKIOCSVCHKKI'lBuftflno Plan*** Ckbt BP0001 Pom KFOocRev. S/3/B7 BUILDING PLANCHECK CHECKLIST HS G a 2nd/ ordO Q Q O G 6c. Enclosed please find your Future Improvement Agreement, agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: Please return 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. G GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 1.06.030 of the Munei 7a. InadequateTnTorrnatioD-available on Sfte^Plan to make a determination on grading requirements, include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. tr Q Grading Inspector sign off by:Date: Q Q Q 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) Q Q Q 7d. No Grading Permit required. Q G G 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 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, tieing into public storm drain, sewer and water utilities. Right-pf-Way permit required for: c\ \\LftSPALMAS\SYSM.IBRARY\ENG\WORD\DOCSCHKCST18ull*no PtoncftBck CMtt BP0001 Form KF.doc Rev. 9/3/B7 BUILDING PLANCHECK CHECKLIST Q G 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 10. 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 153, for assistance. Industrial Waste permit accepted by: Date: Q Q Q 11.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. Q Q G 12. Q Required fees are attached Q No fees required G G G 13. Additional Comments: \\LASPALMAStSYSU.lBRARY\ENG\WORDUX)CS\CHKLST\BulUlng Planch** Cklst BPD001 Form KF.Uoc Rev. B/3/97 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET n Estimate based on unconfirmed information from applicant. &r Calculation based on building plancheck plan submittal. Address: 3$03 Bldg. Permit No. Prepared by:V/ NS: Li Checked by:Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: **Sf~~ O _ Sq. Ft. /Units: Types of Use: _ Sq. Ft./Units: APT CALCULATIONS: List types and square footages for all uses. Types of Use: c5V^/) _ Sq. Ft./Units: Sq. Ft./Units:Types of Use: EDU's: EDU's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) P NO . PARK-IN-LIEU FEE FEE/UNIT: PARK AREA & #: _ X NO. UNITS: 2. TRAFFIC IMPACT FEE ADT's/UNITS:X FEE/ADT: = $ ZONE TRANSPORTATION ADT'S D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 X $10 DIST. #2 ADT's/UNITS:X D 4. FACILITIES MANAGEMENT FEE UNIT/SO. FT.: 5. SEWER FEE PERMIT No. EDU's: BENEFIT AREA: EDU's: ZONE: X FEE/ADT: L0 FEE/SO.FT./UNIT: DIST. #3 = $ = $-3/d X FEE/EDU:. DRAINAGE BASIN: X FEE/EDU: D 6. SEWER LATERAL ($2,500) D 7. DRAINAGE FEES PLDA ACRES: HIGH /LOW = $ TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\DOCS\MISFORMS\FEECALCULATIONWORKSHEET REV 4/29/99 \ -31 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner. APN: ' Address 3*10 3 Phone (619) 438-1161, extension Type of Project & Use: Zoning: f^d General Plan: CFD Net Project Density: Facilities Management Zone: DU/AC .Date of participation:Remaining net dev acres: (For non-residential development: Type of land used created by this permit: ) Legend:X Item Complete ©i Item Incomplete - Needs your action Environmental Review Required: DATE OF COMPLETION: YES NO TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO y TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO ft CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2} Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES V NO (Effective date of Inclusionary Housing Ordinance - May 21/1993.) Data Entry Completed? YES K NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, f ' property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. \/ | | | | 2. Provide legal description of property and assessor's parcel number. Zoning: A 1 . Setbacks: Front: Interior Side: Street Side: Rear: ~ / Y| 2. Accessory structure ' Front: Interior Side: Street Side: Rear: Structure separation / J 3. Lot Coverage: Required <? 6 Required / o Required Required £ 0 setbacks: fO Vf\ Required Required Required Required : Required Required vfih Shown X Shown > Shown Shown > Shown Shown Shown Shown Shown ' jKVt# Shown ' /6 *Db lo^%% 4. Height:Required 5. Parking: Spaces Required Guest Spaces Required >^ Additional Comments /T n>pt> Shown Shown Shown /0T, 8 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE Deardorff & De?rdorff, Inc. Structural Engineer* 1342 Main Stre«I Suile B Ramona. CA 92065 760-788-7495 Phone 760-788-7783 FAX lnfo@DandDEng.com DandDEng@aol.com \( Deardorft A Deqrdorff, Inc. Structural Engine*™ 1342 Main Street Suites Ramona. CA 92065 760-786-7495 Phone 760-768-7783 FAX lnfo@DandDEng.com DandDEng@aol.com J">: i^UlDesigner: Page: Rev: Date: _4. L*u* M A oyj 14-- 5 t ) * I3o 71 3^^ t? a coo A/ ± 1 \~- '.to o 4 D Qtec*:oil Ot M,"L ^ \tA 7. AlW i Oil ICC Deardorff & Deardorff, Inc. Structural Engineers 1342 Main Street SuitoB Ramona, CA 92066 760-788-7485 Ptw™ 760-788-7763 FAX lnfo@DandDEng,com DandDEng@aol.com Job: Designer: Page: R-v| Oat*: tec*: rv uy Ul L t -7 :^n, tU>^L a. •i$M& ki^ ^ a 4 a K^Lr 23 17' i:n jn; -f- "4" 0 i 7 T»J X ll t-J_ T7TT A a fi -y / Deardorff & Deardorff, Inc. Structural Engineer* 1342 Main Street Suite B Ramona, CA 92065 760-788-7495 Phone 760-788-7783 FAX lnfo@DandDEng com DandDEng@aol com **.)!. LI..I Designer Page: Rev: Date: of B-£ (I 5 S *-> * <. i ^v_ $Luv &ts ?' i. 7, &y£ 2 1$ *=:-), _C a u ^t^ou s Deardorff & Deardorft, Inc. Structural Engineer* 1342 Main Street Suite B Ramona, CA 92065 760-788-7495 Phone 760-788-7783 FAX lnfo@DandDEng.com DandDEng@aol.coin Job: Designer: Page: £> Rev: -rj" Data: ^ ..<A*jp/c.....CO O."""«r~""7 .'.~~~~"!."."" &VL ID /4 £ jty/to 'P u_ C JjilJ 1- I a ^^: Ifr /c &H.L^v -MJ/5 .€ a ^^ i t 5Ati<n,) to MM 12 \VM a S"tn ^vto ?1^^ trhr 7 L L Oeardorff & Deardorff, Inc. Structural Engineer* 1342 Main Street Suite 6 Ramona, CA 92065 760-7B8-7495 Riona 760-788-7783 FAX lnfo@DandDEng. com DandDEng@aol. com Job: Designer: Pag«: Rev: Date: _ s~ * - , f-fc \ .A*.t^_UH L~-\ * T LJ L f u .^ ^ UL^i 3, 13 O 1 ^/ li 0|L o r J f ^$^¥ CP Deardorff & Deardorff, Inc. Structural Engineer! 1342 Main Strwl Suile B Ramona, CA 92065 760-788-7495 Phone 760-788-7783 FAX lnfo@DandDEng.com DandDEng@aol.com Job: Designer: 1 Page: Rev: Data: fa°(- \—^ fc 7' 1 -a 1 s.& Ic? ^1 ••) J- ^c M i ufi Ufl 4? & '1 <i"7'? ^ z? p. z i I K- 1 u :c . (27 Deardorff & Deardorff, Inc. Structural Engines™ 1342 Main Street Suite B Ramona. CA 92065 760-786-7495 Phooe 760-788-7763 FAX lnfo@Darx1DEng.com DandDEng@aol.com Job: Dwlgner Piga: Data: A £^ -»*, (T£J fU r: D T YMT* «—* i(^'A I - I 7, d cx •Mrt* M ) G^/= u rt /a 1 Deardorff *' Deardorff, Inc. Structural Engineers 1342 Main Street SuileB Ramone, CA 92065 760-786-7495 Phone 760-788-7783 FAX lnlo@DandDEng.com DandDEng@aol.coni y Job: « *~ *J \ Designer: " Page- L'-'\/ Rtvl Date:" -••> f>^J O t ••77 "I"&fct- L&) (ffll/ 'H (2: 11. to-. 4- ? \(.- \ ifr /I li &*\7 iJ. n. r r,: 1- if U iT^ \\ a^ c:t L -^ "^L M 4^' At7 f3<-- c XV vt F^^iJt^ /V^ Cfeardorff &" Deardoffi, Inc. Structural Engineers 1342 Main Street SuiteB Ramona, CA 92065 760-768-7495 Phone 760-788-7783 FAX lnlo@DandDEng.coiT> DandDEna@aol.com Job; *— Designer: " Pago- T 1 p f RBV: Data: w (.\U ffe^ Uo, 0 vJ u _(i^ A c "2J -i tU i , w 11 6 M -?^ :K^ •^o s - •? l'^. ^ ? >.^ J> t^'A-L( t/ 11 Vr IV 7 7- ^a /c 4 d - y /!> (^ o « L Deardorff & Oeardorff, Inc. Structural Engineer* 1342 Main Street Suite B Ramona, CA 83065 760-788-7495 Phone 760-788-7783 FAX lnfo@DarKJDEng.com DandDEng@aol.com Job: Designer: P-s^V-ry Datt: U .0 4 a^ 4--&1 L L*> ~& £i_/i_ U % Iste i~^!+ /r; 4 rUla ^ \-U.u /i-/; ^= 3/ f -1 tVY o <f V, k (.7 Lt A fA r. to Deardorff & Deardorff, Inc. Structural Engineer* 1342 Main Street Suite B Ramona, CA 92065 760-788-7495 Phone 760-7BB-7783 FAX I nfo@DandDEttg.com DandDEng@aol. com job: ...itr^JLt.nr DMlgner: _>Ti Page: t-fs\ of- >*^ -•RBV. Data: Uno C Ua^ i \J1\ J2J1 ^L .2 Li L:-t (^ -/!. 22+ 7? u/_ Ji ^1= 4 _£/£ 7 /r - -w, ^o £/^> "*>, ^ 7 ^A^ ^ /r ^L ^c/,^- <9" M9 2J3 Z: 2 7 (i, H if r Deardorff & Deardorff, Inc. Structural Engineer* 1342 Main Street Suite B Ramona, CA 92065 760-788-7495 pnone 760-7B8-7783 FAX lnfo@DandDEng.com DandDEng@aot.com Job: Designer. Page: Rev: Datt: ftpj 1 i (ML c=&A 1-(L Lu, t f. *L_ it-* te &i.j.a _4^^u^JJ z ^ f CSM/M A./46C 6 b-L a- 1 f ;I O /lu 1 G t a/xi t 'a '7 a It i__l< :!2 i:^^ r ^' \r. Deardorff & Deardorff, Inc. 760-788-7495 Phone , Structural Engineer* 760-788-7783 FAX Job: {C 1342 Main Street tnfo@DandDEng com Designer: , SuiteB DanttDEn9@aol.com Page: ^ Ramona, CA 92065 RS¥: Date: __. -- (. L L 1 f J± \ i j£ fa A. "V Be i/ 'A \ l{, fa --- ft v« / us 1 1 - — - ^c • f ^ 1- flt V t 3 ^ 1 *\ 7 • Lw ^1 — < /f M It- i si* — <\ fl V" ,7 «;# £ — V/ > 1 9j , . Ik -'- , f "_1 '1 1 1 </ — i , •^7>6 \; 7-4: 2^^ ?^ -- /- 1 p*-- -^ 4- t-C - — LdJ ^ - - — , j*- - • i f / u — r ^> .. // — tf ) ^/ — - '// __ 2 --- ; 'ArrJ.°:^:_ ... _ -— .__. — — — MflY 14 '99 10:i3flM P.I Manufscturtng • IngtoMrtng • computef systems WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibil- ity for such bracing. 5. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design toads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Plate institute in 'Bracing Wood Trusses, HIB-91", a copy of which will be furnished by CompuTrus upon request. GENERAL NOTES, unless otherwise noted: Design to support toads as shown. Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 6. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see 1,C B,Q. R,R. 4211 11. The CompuTrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicated 18 ga. material is used. All others are 20 ga. General Notes: Bracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing. 99/866 MAY 14 '99 10:i40M P.2! I i«* 'I.ft lit * f S I * * * *aI ' I Mill Hi ! 111' 1 I n* 9 S **M BnvS-fr^—vA1 ft A t £ * S ™ a'"'( !!i i .!.!,Hi!!!!! Hi i. I i! 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SB2 jt >• « •• i >BO. nj niM M «• ^ B ' *a u>« § a vv u, B a X • t_ •_a lis»&s if S LiJ •» V a' fl s 3 _J Hi i*|l!!iifj- illflil1 Hlll'l22i2«N*lj$ii±1 00 4* «(N MPY 14 '99 10:i9fiM P. 10 HIEA Architecture Development 11 February 2000 Mr. David Anderson Building Inspection Re: Branon Residence (Plan changes) Candil Place Carlsbad, Ca. Dear David, As we discussed on the phone. I have been fortunate to provide Construction Administration : throughout this Project. I have reviewed each stage of construction and have instructed the ,. Owner and Contractor appropriately as they deviated from the permitted set. There are four areas that were structurally modified and the following represent the changes and the direction given: 1. The wall between the Library/Game room and the Office was jogged to create an alcove in the Library. I met with the structural engineer and discussed with him the beams needed to be added and the footings changed to accommodate the new concentrated - =i loads. I met with the concrete contractor the day before the concrete pour and instructed him to dig a new footing. See the attached drawings. 2. Remove the shear wall shown on the framing plan at the wall of the stairs. The floor plan shows a railing and no wall. The structural plans show the shear wall going to the roof. This was incorrect. I met with the structural engineer and he said he had used the wall simply because he thought it existed. He re-calculated the wall and stated that it was not needed. The direction to the contractor was to provide a drag connection with a horizontal strap and blocking from the Girder Truss to the existing shear walls. I noted : that the Owner straightened the wait of the study in line with the wall of the stair and directed the contractor to shear that wall with Wall I per the schedule and provide strap . holdowns. See attached drawings. 3. The Owner wanted to add a 4'-0" wide window at the Study in a shear wall. Again I met with the structural engineer and had him re-review the wall line. He indicated that the lateral loads were low in that direction and that the window could be added, the shear wall be omitted as long as the other wall in that line be changed from Wall I to Wall K. Simply increase the nailing of the one wall in that line. 4. Finally, the Contractor asked if the "HD" holdowns shown on the plan could be substituted for straps. I met with the engineer and the uplift and lateral load values were reviewed for the holdowns and what would be an acceptable strap substitution. I created a table on the structural drawings. See attached drawings. KIMIFF.ESSERT-ASSOCIATES P.O. Box 27912 San Diego, CA 92198 (T) 788-9396 I have prepared via complete full size plans all the modifications previously discussed. Please review this documentation. If you have any questions please feel free to call me. We are anxious to stay on schedule with the construction. I hope these plans will outline in completeness the deviance of the plans and that you can see that all the code concerns were reviewed and in conformance. Thank you for you willingness to review these changes. David Kniff Principal Architect \ CHANGES sue T9& ?-?? +94 454 494 4?^ OLD tfe 15^30 ^i NEW / — /£* f -»/ /-&. 3otet 32 9ifa Yl > ^788 as 8? CUT 2t> I3T7I 2/2J to&t » MAP 8302- CARLSBAD TCT NO 75-4 ROS 11300 Jun-O7-99 Ol:14P Mako Stee1~Managemnt 760-634-3411 P.O2 75 ENGINEERING & SURVEYING \ 525 S. Escondido Blvd. Suite A, Escondido, CA 92025 (760) 741-0533 FAX{760) 741-5794 June 2, 1999 Job #4649 City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 Re: Lot 10 La Costa Estates North Subject: Limited Soils Review TO WHOM IT MAY CONCERN: At the request of Mr. Mike Brannon, 1 have conducted a limited site investigation of the above referenced parcel for the purpose of evaluating it's suitability for residential construction. I have made a visual inspection of the site and surrounding area. The subject site is a panhandle shaped lot abutting the eastern boundary of the subdivision. This site is the last remaining vacant lot in the immediate vicinity. The site slopes moderately to the South and Southeast. Near the easterly boundary, the site slopes very steeply, as immediately offsite there is a major canyon and drainage course. A visual inspection of the site and surrounding area indicates that a relatively thin lense of sandy silty topsoil overlays a fractured volcanic rock formation. The surface soil, silty sand, is classified SM with slight expansion potential. Fractured rock is visible on the surface of the lot and is anticipated to be encountered within a couple of feet below the surface. It is the understanding of this office that minimal grading is proposed to accommodate a slab on grade single family residence. This Santiago Peaks volcanic formation is considered to be stable and suitable for supporting residential structures. Based on a visual analysis, experience with similar soils in the region and similar projects, it was determined that the sandy silts are non-expansive and that no special design for expansive soils is required for this project. Foundations for the proposed single family residence shall be designed by the project architect. An allowable bearing pressure of 1500 p s.f may be utilized for this design. This value may be increased by 1/3 for the design of load that includes wind and seismic analysis. These recommendations are based upon soil characteristics only, and do not reflect any possible Jun-O7-99 Ol : 15P Mako St.ee~l*Managemnt 760-634-3411 P . O3 design considerations imposed by the building design, which might increase these recommendations. It is anticipated that the upper top soils within the proposed construction area will all be removed during the proposed grading. Loose topsoils and light vegetation are found within the proposed building area. It is recommended that this office be contacted to provide soil inspection and compaction testing during the grading of the site. Actual soil removal depths will be determined by the field engineer at the time of grading. The following minimum preliminary recommendations should be incorporated into the new construction. Concrete foundations shall consist of a minimum 12" wide by IS" depth for single story and 24" depth for 2 story portions. Foundation reinforcement shall consist a minimum of 4 #4 rebar. Slab on grade shall be a minimum of 4" thick with #3 rebar reinforcement placed mid slab at 18" on centers placed over 4" of clean sand and 6 mil visqueen vapor barrier. It is recommended that this Engineer be contacted to provide the necessary compaction testing during the remedial grading operation. Prior to placement of concrete this Engineer shall inspect the foundation excavations, steel placement and slab subgrade. The recommendations and opinions in this report reflect our best estimate of the project requirements based on an evaluation of the surface soil conditions encountered during the visual inspection and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations may be influenced by undisclosed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the Soils Engineer so that he may make modifications if necessary It is the responsibility of the Developer or their representative to ensure that the information and recommendations contained herein are brought to the attention of the Engineer and Architect for the project and incorporated into the project plans and specifications. It is further their responsibility to take the necessary measures to ensure that the contractor and his sub-contractors carry out such recommendations during construction. Respe Herald R. Lantis RCE 33220 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title BRANON RESIDENCE Date 05/14/99 Project Address CANDIL PLACE ******* CARLSBAD, CA. *v4.50* _^__ Documentation Author... DAVID J. KNIFF ******* Building Permit # Knif f-Essert- Associates 1202 Hanson Ln Plan Check / Date Ramona, CA 92065 __^ 619-788-9396 Field Check/ Date Climate Zone 07 Compliance Method MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-BRANON Wth-CTZ07S92 Program-FORM CF-1R User#-MP1484 User-Kniff-Essert-Associates Run-Typical House GENERAL INFORMATION Conditioned Floor Area 5267 sf Building Type Single Family Detached ^ Construction Type New ^^^^ Building Front Orientation. Front Facing 315 deg (NW) %r Number of Dwelling Units... 1 I Number of Stories 2 ^^1^ Floor Construction Type.... Slab On Grade - i Glazing Percentage 18.3 % of floor area » ^^ Average Glazing U-value.... 0.92 Btu/hr-sf-F ^ ^\ BUILDING SHELL INSULATION ^^ J Component Frame Cavity Sheathing Insul Assembly Type Type R-value R-value R-value U-value Location/Comments Wall Wood R-13 R-0 R-13 0.088 CORNER Roof Wood R-ll R-19 R-30 0.031 ATTIC Door n/a R-0 R-n/a R-0 0.330 SOLID WOOD Floor Wood R-19 R-0 R-19 0.037 SlabEdge n/a R-0 R-n/a R-0 0.900 SlabEdge n/a R-0 R-n/a R-0 0.720 Orientation Area (sf) FENESTRATION # of Interior U- Pan- Shading/ Value es Description Exterior Shading Over- hang/ Framing Fins Type Window Right (W) 96.0 0.870 2 Drapes.Std Window Right (W) 55.5 0.870 2 Drapes.Std Window Right (W) 54.0 0.870 2 Drapes.Std Window Right (W) 33.0 0.870 2 Drapes.Std Window Right (W) 24.0 0.870 2 Drapes.Std Window Front (NW) 15.0 0.870 2 Drapes.Std Window Front (N) 50.00.870 2 Drapes.Std Window Front (N) 81.5 0.870 2 Drapes.Std Window Front (N) 8.00.870 2 Drapes.Std Window Left (E) 60.00.870 2 Drapes.Std Window Left (E) 6.0 0.870 2 Drapes.Std Window Left (E) 48.0 0.870 2 Drapes.Std Window Left (NE) 15.0 0.870 2 Drapes.Std Door Left (E) 24.0 1.190 1 Drapes.Std None None None None None None None None None None None None None None Yes None None None None None None None None None None None None None Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Wood LOIS HUMPHREYS President DAVID KULCHIN Director ELAINE SULLI VAN Director JUDY HANSON Director ALLAN JULIUSSEN Director TIMOTHY JOCHEM General Manager October 15, 1999 City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-1576 To Whom It May Concern: The purpose of this letter is to confirm that a sewer service permit has been purchased for assessor's parcel number 215-494-0300, for the property at 2903 Candil Place, Carlsbad. If you have any further questions or require additional information, please do not hesitate to contact me. racy L. Moulton Executive Assistant District Office: 1960 La Costa Avenue, Carlsbad, California 92009-6810 • (760) 753-0155 Printed on recycled paper. FAX (760) 753-3094 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner(s) Name(s)) Project Description: Building Type: Residential Second Dwelling Unit: Res. Additions: Comerc./ ind.: rzz Ct Number of New Dwelling Units Square Feet of Living Area in New Dwelling ^ " 2^ 7 Square Feet of Living Area in SOU Net Square Feet New Area Square Feet Floor Area City Certification of ^—- j , Applicant's information: v ItfUj^- Carlsbad Unified School District 801 PineAve. Carlsbad CA 92009 (729-9291) Encinitas Union School District 101 South Ranch Santa Fe Rd Encinitas, CA 92Q24 (944-4300) SCHOOL DISTRICTS WITHIN THE C San Marcos Unified School District 215MataWay San Marcos, CA 92069 (736-2200 ian Dieguito Union High School District 710 Encinitas Blvd. Encinitas. CA 92024 (753-6491) Certification of Applicant /Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature:Date: \0 ~ 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-O894 Revised 3-18-99 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s))************************************************* THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER Revised 3-18-99 1346 SAN MARCOS UNIFIED SCHOOL DISTRICT - CERTIFICATE OF COMPLIANCE Project Description:^~. •CnnoUA Assessor's Parcel No: Received From: The Sum o mo no//CO Number of Square Feet/Units Check Number:Amount: B^Gov.Code 53080/65995 (AB181) D Gov.Code 65970 (SB 201) D Not subject to fee requirements D CFDNo. D Prior Existing Mitigation Agreement Certification of Applicant/Owners: The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided is correct and true to the best of Owner's knowledge and that Owner will file an amended certifiction of payment and pay the additional fee if Owner requests an increase in the number of dwelling units/square footage after the building permit is issued, or if the initial determination of units/square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature:Dated:10 This is to certify that the applicant listed has paid all amounts determined by the information presented and due to the San Marcos Unified School District. The payment of these amounts is a prerequisite to the issuance of a building permit. School District Official:u Uniilities Department - SsTfi Marcos Urtified School District, 760/736-2236 NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES The San Marcos Unified School District has elected to impose the fees and/or amounts herein upon a finding that those facilities described in the Residential Development Mitigation Payment Justification Study for San Marcos Unified School District, dated August 9, 1997 by David Taussig & Associates. Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, 1996 effective January 1,1997, requires that this school district provide a written notice to the project applicant at the time of payment of school fees, mitigation payments or other exactions. This notice is to advise you that the protest period in regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. FacflWw - Whft«Customer- Canary Accounting - Plr*Audit - GoMenrod