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HomeMy WebLinkAbout2731 SPOKANE WAY; ; CB051039; PermitTotal Payments 738-32 City of Carlsbad ' 1635 Faraday Av Carlsbad, CA 92008 b5-26-26 5 Residential Permit Permit No. CB051 039 Building Inspection Request Line (760) 602-2725 Job Address: 2731 SPOKANE WY CBAD Permit Type: RESDNTL Sub Type: RAD Status: ISSUED Parcel No: 1674317100 Lot #: 0 Applied: 03/25/2005 Valuation: $123,420.00 Construction Type: NEW Entered By: LSM Occupancy Group: Reference #: Plan Approved: 05/26/2005 # Dwelling Units: 0 Structure Type: Issued: 05/26/2005 Bedrooms: 0 Bathrooms: 0 Inspect Area: Project Title: BALCAR RES-1 122 SF ADD/REMODLE Orig PC#: EXPAND KITC/FAM RM (DN) MSTR BDR/2ND BDR (UP) Plan Check#: Applicant: JAMES CHINN STE 117 2120 JIMMY DURANTE BLVD 92014 (858)755-5863- Owner: BALCAR CHARLES D&LOUISE J 2731 SPOKANE WAY CARLSBAD CA 92008 Building Permit $620.48 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $403.31 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $12.34 PFF $0.00 Park in Lieu Fee $0.00 PFF (CFD Fund) $0.00 Park Fee $0.00 License Tax $0.00 LFM Fee $0.00 License Tax (CFD Fund) $0.00 Bridge Fee $0.00 Traffic Impact Fee $0.00 Other Bridge Fee $0.00 Traffic Impact (CFD Fund) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $55.00 Renewal Fee $0.00 ELECTRICAL TOTAL $20.00 Add'I Renewal Fee $0.00 MECHANICAL TOTAL $30.50 Other Building Fee $0.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $0.00 Housing lnLieu Fee $0.00 Meter Size Housing Credit Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Red. Water Con. Fee $0.00 Sewer Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $1,141.63 FINAL APIPRØVAL Insoector: (' Date: Clearance: NOTICE: Please take NOTICE tTiat approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Cadsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 - FOR OFFICE USE ONLY PLAN CHECK NO. _°' EST. VAL. / ?O Plan Ck. Deposit r , 4/33i 31 Validated By_________________________ Date 51 05 Address (include Bid /Suit #1 Busine s Name (at this address) LT {c4 tiftrt' Oit$ TLT.,4O. 74-4 Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units I (e'i - 431 -1 I : O/,/ALOfleO Al ô" Assessor's Parcel # 2 Aoo'pc Existi Use 11 i2 '11 '1—' Proposed Use ,, j 2. CG it3.31 Descri tion of Work SQ. FT #of Stories # of Bedrooms # of Bathrooms ZA re',1 Ican 5 y" dw I Allis 7e L, qj Name Address City State/Zip Telephone # Fax # ç) LY1 L-J11 1N" -> t\1 bM1 L1C4%C'A t I 4J 11 T- Cf' 1 WJ - Name Address I City State/Zip Telephone.# PROPERTYOWNER' - LS PLO 73t ciYZri5D uv4-çflc 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 Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # qq1MPQ[SATL Y. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 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. 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) 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 [ibWNER BUILb1Ô1Ô1ARATION 7. I heieby 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 (Seó. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The .'Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address,/ phone number / contractors license number): . (',.. I plan to provide portions of the work, but I have hired the- following person to coordinate, supervise and provide the major work (include name / address / phone• number / contractors license number): - I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include nami! address / phone number / type of work): - PROPERTY OWNER SIGNATURE DATE 7,2 c73— Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 18 CONSTRUCTlON LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS __________________________________________________ T. -. I certify that I have raid 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 Cit' 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 gqclal 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 m n wi hin 8 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is co ence for a e o o 180 days (Section 106.4.4 Uniform Building Code). - 2 ftc/o APPLICANT'S SIGNATURE -- DATE WHITE: File YELLOW: Applicant PINK: Finance - -- UNSCHEDULED BUILDING INSPECTION DAtE o INSPECTOR JOB ADDRESS > L s e DESCRIPTION :CODE :CODE DESCRIPTION ACT COMMENTS City of Carlsbad Bldg. Inspection Request For: 02/27/2006 Permit# CB051039 Inspector Assignment: PY Title: BALCAR RES-1 122 SF ADD/REMODLE Description: EXPAND KITC/FAM RM (DN) MSTR BDRI2ND BDR (UP) Type: RESDNTL Sub Type: RAD Phone: Job Address: 2731 SPOKANE WY Suite: Lot 0 Location: Inspector: APPLICANT JAMES CHINN Owner: BALCAR CHARLES D&LOUISE J Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comment Requested By: STEVEN Entered By: JANEAN Comments/Notices/Hold I Associated PCRs/CVs Original PC# Inspection History Date Description Act lnsp Comments 12/1212005 17 Interior Lath/Drywall AP BN 12/1212005 18 Exterior Lath/Drywall AP BN 11/23/2005 14 Frame/Steel/Bolting/Welding AP PY 11/23/2005 16 Insulation AP PY 11/23/2005 24 Rough/Topout AP PY 11/23/2005 34 Rough Electric AP PY 11/09/2005 14 Frame/Steel/Bolting/Welding PA PY OK TO INSUL 11/09/2005 24 Rough/Topout CO PY SEE NOTICE ATTACHED 11/09/2005 34 Rough Electric PA PY 11/09/2005 44 Rough/Ducts/Dampers PA PY 10/24/2005 15 Roof/Reroof AP PY 08/30/2005 11 Ftg/Foundation/Piers AP PY 08/30/2005 21 Underground/Under Floor AP PY ,I • City of Carlsbad Bldg Inspection Request For: 11/09/2005 Permit# CB051039 Inspector Assignment: PY Title: BALCAR RES-1122 SF ADDIREMODLE Description: EXPAND KITCIFAM RM (DN) MSTR BDRI2ND BDR (UP) Type: RESDNTL Sub Type: RAD Phone: Job Address: 2731 SPOKANE WY Suite: Lot 0 Location: Inspector: APPLICANT JAMES CHINN Owner: BALCAR CHARLES D&LOUISE J Remarks: Total Time: . Requested By: STEVEN Entered By: CHRISTINE CD Description. Act Co ment VA 14 Frame/Steel/Bolting/Welding 'i 24 Rough!Topout 34 Rough Electric 44 Rough/Ducts/Dampers Comments/Notices/Hold Associated PCRs/CVs Insoection Histo Date Description Act Insp Comments 10/24/2005 15 Roof/Reroof AP PY 08/30/2005 11 Ftg/Foundation/Piers AP PY 08/30/2005 21 Underground/Under Floor AP PY 08/25/2005 11 Ftg/Foundation/Piers CO PY need plumbing 08/25/2005 12 Steel/Bond Beam CO PY CONSTRUCTION INSPECTION AND TES:T:IN:Q iN:cRReAT:ED 273/ fo 261 S PACIFIC DRIVE SAN MARCOS CALIFORNIA Office: (760) 752-1099 Fax: (760) 591-3239 Special Inspection Report PmjectA*Jress Building Permit Number Plan File Number 2735 Spokane Way CBOSI 039 Carlsbad Prqect Name Spokane Residence Architect James Chinn Constiuctlon Matedal Design Sttength Source Engineer Reinforced Conc Desc,lpllon of Materials ASTM A307 General Contractor Gates Construction 7/8 & 5/8U Threaded Rod Sub Contractor Simpson Strong Tie-SET 22, ICBO #5279 Simpson Hardware ofler Inspection Date/ Time Anfval/Oepwfwe 23-Sep-05 Provided Special Inspection for the epoxy installation of two (2) 7/8" dia. hold-down anchor bolts for PHD6, (1)at Dinning Room and (1) adjacent Fireplace both embedded a minimum of 12 1/2" into existing concrete; and two (2) 5/8" dia. anchor bolts for PHD2, (1) at Laundry Room and (1) adjacent Garaae Door both embedded a minimum of 9fl into existina concrete. All holes were drilled using the correct drill bit size, and properly brushed/cleaned. Installation of hold down anchors is in compliance with ICBO ER-5279, and manufactures specifications. I HEREBY CERTIFY THAT I HAVE INSPECTED THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, THE WORK INSPECTED IS TO THE BEST OF MY KNOWLEDGE IN COMPLIANCE WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. rCft of San DIego #743 BO#1113681-92 REGISTRAflON NUMBER 2005 Barton Hill, PE 64822 DATE a751 sPoMiv -UL( b5- ./u3 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC 10925 HARTLEY ROAD SUITE I SANTEE CALIFORNIA 92071 619 258-7901 Fax 619 258-7902 Mr. Charles Balcar August 11, 2005 273.1 Spokane Way Project No. 05-1106J4(A) Carlsbad, California 92008 Subject: Foundation Excavation Observation Proposed Two-Story Addition 2731 Spokane Way City of Carlsbad, California Reference: "Limited Site Investigation, Proposed Two-Story Addition, 2731 Spokan Way, City of Carlsbad, California," Project No. 05-11004, Prepared by East County Soil Consultation and Engineering, Inc., Dated March 16, 2005. Dear Mr. Balcar: In accordance with your request, we have observed the foundation excavations for the proposed two-story addition at the subject site. The footings have been excavated to the proper depth and width into the dense sandstone of the Santiago Formation, and are in compliance with the approved building plans. Foundation excavations, soil expansion characteristics and soil bearing capacity are in accordance with the referenced soil investigation report. If we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ( I No. C054071 rill ni Mamadou Saliou Diallo, P.E. RCE 54071 MSD\md I I I EsGil Corporation In Partners flip wit/i Government for(Building Safety DATE: May 24, 2005 JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1039 PROJECT ADDRESS: 2731 Spokane Way SET:!! O APPLICANT u.. 0 PLAN REVIEWER 0 FILE PROJECT NAME: Balcar Residence Addition and Remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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: 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 LI REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 5/17/05 trnsmU.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In PartnersIiip with government for (Building Safety DATE: April 6, 2005 JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1039 PROJECT ADDRESS: 2731 Spokane Way SET:! O PPLICANT U JURIS. U PLAN REVIEWER O FILE PROJECT NAME: Balcar Residence Addition and Remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: James Chinn 2120 Jimmy Durante #117, Del Mar, CA. 92014 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 cntactc aJnes Chinn (4) Telephone #: 858-755-5863 Date cntt?tf/%/t2S (by: -) Fax #: 858-7557818.6 Mai T lepho ax—/In Person LI REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation U GA 0 MB 0 EJ 0 PC 3/28/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 05-1039 April 6, 2005 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 05-1039 JURISDICTION: Carlsbad PROJECT ADDRESS: 2731 Spokane Way FLOOR AREA: 1122 sq.ft. Dwelling Add'n STORIES: 2 HEIGHT: 24' REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: April 6, 2005 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/28/05 PLAN REVIEWER: Bill Elizarraras This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 05-1039 April 6, 2005 . PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit two sets of plans for residential projects. For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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. 2. Plans, specifications and calculations shall be signed and sealed by-the California state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). 3. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 4. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: See slab reinforcement (16" O.C. vs. plans 18" O.C.) 5. 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 foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 6. Show the location, type and size (BTU's) of all heating and cooling appliances or systems. 7. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 310.11. 8. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. Carlsbad 05-1039 April 6, 2005 9. In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5 -10. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Note on the plans that approved spark arrestors shall be installed on all chimneys. UBC, Section 3102.3.8 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 L3 No U 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 Bill Elizarraras at Esgil Corporation. Thank you. I Carlsi,ad 05-1039 April 6, 2005 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2-151 5fbr.WS Vs.3AF'( PLAN CHECK NUMBER: O JO!'1 OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Signed O L2' List of work requiring special inspection: LI Soils Compliance Prior to Foundation Inspection LI Field LI Structural Concrete Over 2500 PSI LI High Strength Bolting LI Prestressed Concrete K Expansion/Epoxy Anchors El Structural Masonry Sprayed-On Fireproofing LI Designer Specified LI Other Name(s) of individual(s) or firm(s) responsible for the special inspections listed A. 3. Duties of the special inspectors for the Work listed above: C rp. ,&sc4 ,.s/ 7t. V-772- Special inspectors shall check in with the City and present their credentials for approval ønor to beginning work on the job site. Carlsbad 05-1039 April 6, 2005 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1039 PREPARED BY: Bill Elizarraras DATE: April 6, 2005. BUILDING ADDRESS: 2731 Spokane Way BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) . Valuation Multiplier Reg. Mod. VALUE ($) Dwelling Add'n 1122 Per City Value 123,420 Air Conditioning Fire Sprinklers TOTAL VALUE 123,420 Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee by Ordinance -v I $620.48 Plan check Fee by Ordinance IV I $403.311 Type of Review: 21 Complete Review Structural Only 0 Other 0 Repetitive Fee Repeats El Hourly Hour * Esgil Plan Review Fee I Comments: Sheet I of I macvalue.doc f Carlsbad BUILDING PLANCHECK CHECKLIST DATE: / BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: PLANCHECKNO.: CB 0S/'039 EST. VALUE: ENGINEERING DEPARTMENT CT Y--( 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. O A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with 0. 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: Date: By: Date: By: Date: f / BUILDING PERMIT: CLO61 EERING AUTHORIZATION By: Date: TO ISSUE FOR OFFICIAL USE ONLY ATTACHMENTS 1! Dedication Application Dedication Checklist 0 Improvement Application U Improvement Checklist ENGINEERING DEPT. CONTACT PERSON Name: KATHLFFN M FARMFR City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 El Neighborhood Improvement Agreement CFD INFORMATION O Grading Permit Application Parcel Map No: O Grading Submittal Checklist Lots: O Right-of-Way Permit Application Recordation: 1j Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet CA 9200-7314 . (760) 602-2720 • FAX (760) 602R2 7 , 2ND El BUILDING PLANCHECK CHECKLIST A SITE PLAN 3RD El 1. Provide a fully dimensioned site plan drawn to scale. Show: p orth Arrow 'F Right-of-Way Width & Adjacent Streets xisting & Proposed Structures ( 9( Driveway widths xisting Street Improvements /H7 Existing or proposed sewerlateral roperty Lines (show all dimensions-/ Existing or proposed water service asements Existing or proposed irrigation service El 2. Show on site plan: A. Drainage 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." B. 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. El 3. Include on title sheet: Site address . Assessor's Parcel Number Legal Description / FE 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 Show all existing use of SF and new proposed use of SF. Example: • Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. F:WarmeiiCath$MASTERSBullding Planchock CkIsI form (Génedc).doc' 2 •Rw. 7/14100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D 0 0 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo._______________________________________________________ 0 0 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 0 0 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 15,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" 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 0 U 6a. All needed public improvements upon and adjacent to the building site must• be I ' constructed at time of building construction whenever the value of the construction exceeds $_75,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:FarmeiUCathyMASTERS8InId1n9 Plaieck Odsi Form (Gonerc).doc 3 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD El El El 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: El El El 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 $_160.00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as foIlovv: El El El 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: El El El 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading. permit are found in Section 11.06.030 of the Municipal Code. El El El 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. i. tJ El El 7b. Grading Permit required. A separate. grading plan prepared by a registered Civil I ' ' Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: El El 7c. Graded Pad Certification required. (Note: Pad certification may be required even it a grading permit is not required.) F:FanneN(a1h$MASTERS8uiIdng Plancheck Cidet Form (Generic).doc 4 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3R0 El El 0 7d. No Grading Permit required. El 0 0 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS El 0 0 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: El 0 0 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: El El El io. 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 reduàe surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by 7/ the City Engineer prior to issuance of grading or building permit, whichever ' occurs first. El El ii. ( red fees are attached / No fees required WATER METER REVIEW 0 El El 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. F.0BrmeñKathyMASTERSButIdin9 Planchock Cklst Form (Generic).dac . 5 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 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). E E E 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: 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: r-I O STA 1+00 Install 2" service and 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 failhest 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 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 F:FmeñXQthMASTERSBw!ding PlanChecic Cidat Farm (Genetic).doc 6 Rw. 7114100 1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST service boundary,. the City intends on switching these irrigation services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. 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. 13. Additional Comments: F:FarmeMaIhyiMASTERSBuOding Plancheck Cidat Form (Genedc).doc pev. 7114100 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. O Calculation based on building plancheck plan submittal. Address: Bldg. Permit No. Prepared by: Date: Checked by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units:_______________ Types of Use: Sq. Ft.IUnits:_______________ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: Types of Use: Sq. Ft./Units: Date: EDU's: EDU's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO o PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: =$___________ o TRAFFIC IMPACT FEE ADT's/UNITS: X FEE/AOl: o BRIDGE AND THOROUGHFARE FEE (DIST. #1 01ST. #2 DIST. #3 ADT's/UNITS: X FEE/ADT: = $_____________ o FACILITIES MANAGEMENT FEE • ZONE:_________ UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: = $____________ o SEWER FEE EDU's: X FEE/EDU: = $_______________ BENEFIT AREA: EDU's: X FEE/EDU:________ = $_______________ o SEWER LATERAL ($2,500) = $_______________ o DRAINAGE FEES PLDA :. HIGH fLOW______ ACRES: X FEE/AC: o POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION .lof2 Rpv. 7/14/00 PLANNING DEPARTMENT 11 BUILDING PLAN CHECK REVIEW CHECKLIST Plan Chéc. CB Oro, Address _27 f Planner_ . Phone (760) 602- APN: (r WI Type of ,PAojeRt & Use: Net Project Density: _(JU/AC Zoning:4r7 U General Plan:_ Facilities Management Zone: CFD (in/out) #_Date of participation: Remaining net dev acres:______ . . . (For non-residential development Type of land used created by this Curc$e One permit . . . Leciend:Item Complete 0 Item Incomplete - Needs your action 0 0 Environmental Review. Required: YES NO ____TYPE . . (L DATE OF COMPLETION:_________________ Compliance with conditions of approval? it not, state conditions which require action. Conditions of Approval: 0 0 Discretionary Action Required: YES—NOW'. 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: O 0 Coastal Zone Assessment/Compliance . Project site locatedin Coastal Zone? YES . NO . . 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): . 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. 0 0 Inclusionary Housing Fee required: YES____ NO / (Effectivedate of lnclusionary Housing Ordinance - May 21, I 993) Data Entry Completed? YES____ NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATEI) Site Plan: I4:\.ADMIN'COUNTER\Bd9PIflChkRevChkI$t . Raw WDI Provide a fully dimensional site plan drawn to scale. Show:. North arrow, property lined, 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. Policy 44— Neighborhood Architectural Design Guidelines i. Applicability: YES NO________ 2. Project complies YES NO________ Zoning: •. i. Setbacks: . . Front . Required Shown Interior Side: Required Shown Street Side.. Required Shown Rear Required M Y Shown Top of slope: Required Shown 2. !VccdOry structure setbacks: Required . Shown r Side: Required ' Shown i'et Side: Required _______________ Shown Required _______________ Shown JStru6%ure separation: Required Shown jIAII Lot Coverage: Required WV f Shown &' 30 Height: Required Shown S. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial -projects required) Residential Guest Spaces Required Shown Additional Comments OK:TO ISSUE AND ENTERED APPROVAL INTO COMPUTER .../l4.!!H_ DATE' 3 '30 "'. H:ADMINCOUNTER\SIdgPIflchkRe4hk13t OF Rev 9/01 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE "I" SANTEE, CALIFORNIA 92071 (619) 258-7901 Fax 258-7902 Mr. Charles Balcar 2731 Spokane Way Carlsbad, California 92008 Subject: Limited Site Investigation Proposed Two-Story Addition 2731 Spokane Way City of Carlsbad, California Dear Mr. Balcar: March 16, 2005 Project No. 05-1106J4 In accordance with your request, we have performed a limited investigation of the soil conditions at the subject site to provide the soil engineering criteria for site grading and recommend an appropriate foundation system for the proposed addition. Our investigation has found that the area of improvement is underlain by fill soils and colluvium to a depth of approximately 2 feet below existing grade. The colluvium was underlain by dense sandstone of the Santiago Formation to the explored depth of 5 feet. It is our opinion that the proposed development is feasible provided the recommendations herein are implemented in the design and construction. Respectfully submitted, L- t,, Mamadou Saliou Diallo, P.E. RCE 54071 MSD/md BALCAR NO. 05-1106J4 GRADING AND EARTHWORK Site grading should begin with clearing and grubbing, e.g. the removal of vegetation and deleterious materials. Fill soils and colluvium under the building pad should be overexcavated, moisture conditioned within 3 percent over the optimum moisture content and compacted to a minimum of 90 percent relative compaction (ASTM D1557). The overexcavation should extend to the dense Santiago Formation and at least 5 feet beyond proposed perimeter footings. The actual depth and extent of removal should be evaluated in the field at the time of excavation by a representative of this firm. Grading should be performed in accordance with the attached Appendix A. An alternative to the overexcavation and recompaction of the subgrade soils would be to extend all footings to the dense sandstone of the Santiago Formation. FOUNDATIONS AND SLABS Continuous footings are suitable for use and should extend a minimum of 18 inches for the two-story addition into the properly compacted fill soils or dense sandstone of the Santiago Formation. These footings should be at least 15 inches in width and reinforced with four #4 steel bars; two bars placed near the top of the footings and the other two bars placed near the bottom of the footings. Interior concrete floor slabs should be a minimum of 4 inches thick. Reinforcement should consist of #3 bars placed at 16 inches on center each way within the middle third of the slab by supporting the steel on chairs or concrete blocks "dobies". The slab should be underlain by 2 inches of clean sand over a 10-mil visqueen moisture barrier. The effect of concrete shrinkage will result in cracks in virtually all concrete slabs. To reduce the extent of shrinkage, the concrete should be placed at a maximum.of 4-inch slump. The minimum steel recommended is not intended to prevent shrinkage cracks. Where moisture sensitive floor coverings are anticipated over the slab, the 10-mil plastic moisture barrier should be underlain by a capillary break at least 2 inches thick, consisting of coarse sand, gravel or crushed rock not exceeding 3/4 inch in size with no more than 5 percent passing the #200 sieve. 5 PROJECT NO. 05-1106J4 INTRODUCTION This is to present the findings and conclusions of a soil investigation for a proposed two-story addition to be located on the south side of the existing residence at 2731 Spokane Way, in the City of Carlsbad, California. The objectives of the investigation were to evaluate the existing soils conditions and provide recommendations for the proposed construction. SCOPE OF SERVICES The following services were provided during this investigation: 0 Site reconnaissance and review of published geologic, seismological and geotechnical reports and maps pertinent to the project area Excavation of two (2) exploratory borings within the limits of the proposed areas of development. The borings were logged by our Staff Geologist. Collection of representative soil samples at selected depths. The obtained samples were sealed in moisture-resistant containers and transported to the laboratory for subsequent analysis. 0 Laboratory testing of samples representative of the types of soils encountered during the field investigation 0 Geologic and engineering analysis of the field and laboratory data, which provided the basis for our conclusions and recommendations 0 Production of this report, which summarizes the results of the above analysis and presents our findings and recommendations for site development BALCAR NO. 05-1106J4 SITE DESCRIPTION AND PROPOSED CONSTRUCTION The subject site is located on the south side of Spokane Way, in the City of Carlsbad, California. The site is presently occupied by a two-story house. The property is a previously graded cut and fill pad that slopes moderately to the southwest. It is our understanding that the proposed construction will include a two- story, wood-framed addition to the south side of the existing house. The structure will be founded on continuous footings with a slab-on-grade floor. FIELD INVESTIGATION On February 7, 2005, two (2) exploratory borings were drilled to a depth of approximately 5.0 feet with a hand auger. The approximate locations of the borings are shown on the attached Plate No. 1, entitled "Location of Exploratory Borings". A continuous log of the soils encountered was recorded at the time of excavation and is shown on Plate No. 2 entitled "Summary Sheet". The soils were visually and texturally classified according to the filed identification procedures set forth on the attached Plate No. 3 entitled "USCS Soil Classification". Following the field exploration, laboratory testing was performed to evaluate the pertinent engineering properties of the foundation materials. The laboratory-testing program included moisture and density, particle size analysis and expansion index tests. These tests were performed in general accordance with ASTM standards. Page L-1 provides a summary of the laboratory test results. SUBGRADE CONDITIONS Fill soils and colluvium were encountered to a depth of approximately 2 feet below existing grade within the improvement area. The fill soils generally consisted of medium dense silty sand with a high moisture content. The colluvium was composed of clayey sand with a loose to medium dense consistency. Dense sandstone of the Santiago Formation was underlying the colluvium to the explored depth of approximately 5.0 feet. EXPANSIVE SOILS An expansion index test was performed on a select sample of the colluvium to determine volumetric change characteristics with change in moisture content. An expansion index of 37 indicates a low potential for expansion for the foundation soils. BALCAR NO. 05-1106J4 GROUNDWATER Groundwater was not encountered during the course of our investigation. The proposed addition is located at an elevation of approximately 200 feet above mean sea level. We do not expect groundwater to affect the proposed development. Recommendations to mitigate the effects of seasonal perched water are presented in the Drainage section of this report. GEOLOGIC HAZARDS A review of the available geological literature pertaining to the site indicates the existence of the Rose Canyon! Newport-Inglewood Fault Zone approximately 11.0 Km to the west. Ground shaking from this fault or one of the major active faults in the region is the most likely happening to affect the site. With respect to this hazard, the site is comparable to others in the general area. The proposed addition should be designed in accordance with seismic design requirements of the 1997 Uniform Building Code or the Structural Engineers Association of California using the following seismic design parameters: PARAMETER VALUE. UBCREFERENCE; Seismic Zone Factor, Z 0.40 Table 16-I Seismic Source B Table 16-U Soil Profile Type SD Table 16-i Near-Source Factor, Na 1.0 Table 16-S Near-Source Factor, Nv 1.0 Table 16-T Seismic Coefficient, Ca 0.44 Table 16-Q Seismic Coefficient, Cv 0.64 Table 16-R Based on the absence of shallow groundwater, type and consistency of the formational material, it is our opinion that the potential for liquefaction is very low. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon the analysis of the data and information obtained from our soil investigation. This includes site reconnaissance; field investigation; laboratory testing and our general knowledge of the soils native to the site. The site is suitable for the proposed addition provided the recommendations set forth are implemented during construction. 4 BALCAR NO. 05-1106J4 An allowable soil bearing value of 1,750 pounds per square foot may be used for the design of the above footings founded into the properly compacted fill soils or dense sandstone of the Santiago Formation. This value may be increased by 300 psf for each additional foot of width or depth to. a maximum value of 4,500 lb/ft2 as set forth in the 1997 Edition of the Uniform Building Code, Table No. 18-I-A. Lateral resistance to horizontal movement may be provided by the soil passive pressure and the friction of concrete to soil. An allowable passive pressure of 250 pounds per square foot per foot of depth may be used'. A coefficient of friction of 0.35 is recommended. The soils passive pressure as well as the bearing value may be increased by 1/3 for wind and seismic loading. SETTLEMENT Settlement of compacted fill soils is normal and should be anticipated. Because of the type and thickness of the fill soils under the proposed footings and the light building loads, total and differential settlement should be within acceptable limits. TRENCH EXCAVATION AND BACKFILL Excavations for foundation and on-site utility trenches may be made vertically for shallow depths and must be either shored or sloped at 1H: 1V for depths greater than 4 feet. Utilities should be bedded and backfilled with clean sand or approved granular soil to a depth of at least one foot over the pipe. This backfill should be uniformly watered and compacted to a firm condition for pipe support. The remainder of the backfill should be on-site soils or non-expansive imported soils, which should be placed in thin lifts, moisture-conditioned and compacted to at least 90% relative compaction (ASTM D1557). DRAINAGE Adequate measures should be undertaken to properly finish grade the site after the structure and improvements are in place, such that the drainage water within the site and adjacent properties is directed away from the foundations, footings, floor slabs and the tops of slopes via surface swales and subsurface drains towards the natural drainage for this area. A minimum gradient of 1 percent is recommended in hardscape areas. For earth areas, a minimum gradient of 5 percent away from all structures for a distance of at least 5 feet should be provided. Earth swales should have a minimum gradient of 2 percent. BALCAR NO. 05-1106J4 Drainage should be directed to approved drainage facilities. Proper surface and subsurface drainage will be required to minimize the potential of water seeking the level of the bearing soils under the foundations, footings and floor slabs, which may otherwise result in undermining and differential settlement of the structure and other improvements. FOUNDATION EXCAVATION OBSERVATION Foundation excavations should be observed by our representative prior to the placement of forms, reinforcement or concrete for conformance with the plans and specifications and the intent of the recommendations herein. LIMITS OF INVESTIGATION The recommendations provided in this report pertain only to the site investigated and based upon the assumption that the soil conditions do not deviate from those disclosed in the borings. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will significantly differ from that planned at the present time, East County Soil Consultation and Engineering, Inc. should be notified so that supplemental recommendations can be provided. Plates No. 1 through 3, Page L-1, References and Appendix A are parts of this report. Respectfully submitted, Mamadou Saliou Diallo, P.E. RCE 54071 MSD/md 7 574NL Mdo7aVI EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC. 10925 HARTLEY RD.. SUITE I. SANTEE, CA 92071 (619) 258-7901 Fax (619) 258-7902 e47zy BALCAR NO. 05-1106J4 PLATE NO.2 SUMMARY SHEET BORING NO. 1 DEPTH SOIL DESCRIPTION Y M Surface FILL SOIL brown/ tan, wet, medium dense, silty sand with gravel 18.4 1.0' COLLUVJIJM (Qal) brown, moist to wet, loose to medium dense, clayey sand with gravel 2.0' SANTIAGO FORMATION (Tsa) tan, damp to moist, dense, silty, fine grained sand 103.7 14.8 5.0' refusal, bottom of boring, no caving, no groundwater boring backfilled 2/7/05 ----------------------------------------------------------------------------------------------------------------------------------- BORING NO.2 DEPTH SOIL DESCRIPTION Y M Surface FILL SOIL brown/ tan, wet, medium dense, silty sand with gravel 1.0' COLLUVIUM (Qal) brown, moist to wet, loose to medium dense, clayey sand with gravel 106.5 17.9 2.0' SANTIAGO FORMATION (Tsa) tan, damp to moist, dense, silty, fine grained sand 5.0' refusal, bottom of boring, no caving, no groundwater boring backfilled 2/7/05 ----------------------------------------------------------------------------------------------------------------------------------- CLASSIFICATION RANGE OF GRAIN SIZES U.S. STANDARD GRAIN SIZE IN SIEVE SIZE MILLIMETERS BOULDERS Above 12 Inches Above 305 COBBLES 12 Inches To 3 Inches 305 To 76.2 GRAVEL 3 Inches to No. 4 76.2 to 4.76 Coarse 3 Inches to% Inch 76.2 to 19.1 Fine 3/ Inch to No.4 19.1 to 4.76 SAND No. 4 to No. 200 4.76 to 0.074 Coarse No. 4 to No. 10 4.76 to 2.00 Medium No. 10 to No. 40 2.00 to 0.420 Fine No. 40 to No. 200 0.420 to 0.074 SILT AND CLAY Below No. 200 Below 0.074 GRAIN SIZE CHART Rr. 0 - 0 to 20 30 '0 50 60 70 00 00 laO uaulo uMur (u.. PLASTICITY CHART 00 K so 40 30 U 20 I0 MAJOR DIVISIONS SYMBOL DESCRIPTION GW GRADED GRAVELS OR GRAVEL- SAND WELL MIXTURES. LITTLE OR NO FINES GP - POORLY GRADED GRAVELS OR GRAVEL-SAND MIXTURES. LITTLE OR NO FINES GRAVELS (MORE THAN V, OF COARSE __________ GM SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES FRACTION >NO. 4 SIEVE COARSE GRAINED SOILS SIZE) GC CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES (MORE THAN Y OF SOIL> NO. 200 SIEVE SIZE) . Sw. WELL GRADED SANDS OR GRAVELLY SANDS. LITTLE OR NO FINES SANDS (MORE THAN Y2 OF COARSE SP POORLY GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES __________ SM SILTY SANDS, SILT-SAND MIXTURES FRACTION < NO. 4 SIEVE SIZE) SC CLAYEY SANDS, SAND-CLAY MIXTURES SILTS & ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY FINE GRAINED SOILS (MORE THAN Y2OF SOIL < NO. 200 SIEVE SIZE) . CLAYS LIQUID LIMIT <50 . _________ CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS OL ________ ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY SILTS & MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY SOILS, ELASTIC SILTS CH . INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS CLAYS LIQUID LIMIT >50 OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTY CLAYS, ORGANIC SILTS HIGHLY ORGANIC SOILS Pt PEAT AND OTHER HIGHLY ORGANIC SOILS CLASSIFICATION CHART (UNIFIED SOIL CLASSIFICATION SYSTEM) EAST COUNTY SOIL CONSULTATION BALCAR PROJECT NO. 05-1106J AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE "I" PLATE NO. 3 SANTEE, CALIFORNIA 92071 MARCH 16, 2005 I U.S.C.S. SOIL CLASSIFICATION I I BALCAR NO. 05-1106J4 PAGE L-1 LABORATORY TEST RESULTS RESULTS OF EXPANSION INDEX TEST An expansion test in conformance with ASTM D4829 was performed on a representative sample of on-site soils to determine volumetric change characteristics with change in moisture content. The recorded expansion of the sample is presented as follows: - INITIAL SATURATED INITIAL DRY MOISTURE MOISTURE DENSITY EXPANSION CONTENT% CONTENT% LB./CU. FT. INDEX LOCATION 13.2 271 97.6 37 B-i @ 1.5' RESULTS OF PARTICLE SIZE ANALYSIS ':-• (ASTM D-22) • . .. .t.. '.. o!Iuv1u ' Z.•& •. .P.rcntPassin.. ' \--' Saiiti i.n Formation :- .-• - 3" 100 2" 95 - - its 93 - - 1/2" 91 100 - 3/8" 91 98 - #4 89- 98 - '100 #8 88 . 97 99 #16 - 85 94 . 95 #30 76 87 . 78 #40. 65 79 61- #60 47 65 32 #100 33 . 54 14 #200 24 48 6 USCS SM SC: SP-SM S BALCAR NO. 05-1106J4 REFERENCES "1997 Uniform Building Code, Volume 2, Structural Engineering Design Provisions", Published by International Conference of Building Officials. "Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada", Published by International Conference of Building Officials. "Geologic Maps of the Northwestern Part of San Diego County, California, Plate No. 1, Geologic Map of the Oceanside, San Luis Rey, and San Marcos 7.5' Quadrangles, San Diego County, California", by Siang S. Tan and Michael P. Kennedy, 1996. 10 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE I SANTEE, CALIFORNIA 92071 (619) 258-7901 APPENDIX A RECOMMENDED EARTHWORK SPECIFICATIONS 1. General Description The intent of these specifications is to obtain uniformity and adequate strength in filled ground so that the proposed structures may be safely supported. The procedures include the clearing and preparation of the land to be filled, processing the fill soils, the spreading, and compaction of the filled areas to conform with the lines and grades as shown on the approved plans. The owner shall retain a Civil Engineer qualified in soil mechanics (herein referred to as engineer) to inspect and test earthwork in accordance with these specifications. The engineer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject the compacted filled ground until such time that corrective measures are taken, necessary to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. Preparing Areas to be Filled All brush, vegetation and any biodegradable refuse shall be removed or otherwise disposed of so as to leave the areas to be filled free of vegetation and debris. Any uncompacted filled ground or loose compressible natural ground shall be removed unless the report recommends otherwise. Any buried tanks or other structures shall be removed and the depression backfihled to the satisfaction of the engineer. The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least 12 inches (12"). After the natural ground has been prepared, it shall then be brought to the proper moisture content and compacted to not less than 90 percent of maximum dry density in accordance with ASTM D1557-91. Where fills are made on slopes greater than 20 percent, horizontal benches shall be cut into the firm natural ground. The initial bench at the toe of the fill shall be at least 15 feet in width on firm undisturbed natural ground. The width of all succeeding benches shall be at.least 6 feet. , APPENDIX 2 3. Fill Materials All material shall be approved by the engineer and shall consist of materials free from vegetable matter, and other lumps greater than 6 inches in diameter. If, during grading operations, soils are found which were not encountered and tested in the preliminary investigation, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soils reports not covered herein shall become an addendum to these specifications. 4. Placing and Compacting Fill Materials When the moisture content of the fill material is below that specified, water shall be added until the moisture content is near optimum to assure uniform mixing and effective compaction. When the moisture content of the fill materials is above that specified, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is near optimum as specified. After processing, the suitable fill materials shall be placed in layers which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be thoroughly mixed during the spreading insure uniformity of materials and moisture in each layer. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the density set forth in paragraph 2 (c) above. Compaction shall be accomplished with approval types of compaction equipment. Rolling shall be accomplished while the fill material is at the specified moisture content. In place density tests shall be performed in accordance with ASTM D1556-90. The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable and until there is no appreciable amount of loose soil on the slopes. 5. Inspection Sufficient inspection by our firm or the Soil's Engineer of record and/or his/her representative shall be maintained during the filling and compacting operations so that he/she can verify that the fill was constructed in accordance with the accepted specifications. 6. Seasonal Limits No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations shall not be resumed until the moisture content and density of fill are as previously specified. All recommendations presented in the attached report are a part of these specifications. 2 e 1 of 3) CF-1R -CERTIFICATE OF COMPLIANCE: RESIDENTIAL WAW%lflI E" Project Adds M1kH c25 Pt UUJVI cpo - P-1 Vc. 7 Compliance Method (Package or Computer) Climate Zone Building Permit # Plan Check / Date Field Check / Date GENERAL INFORMATION Total Conditioned Floor Ares 11 74 ft Average Ceiling Height: ft Conditioned Slab Floor Area 14 f12 Building Type: ) Single Family 'X Addition (check one or more) Multi-Family Existing-Plus-Addition Front Orientation: ( Out / South / East / West / All Orientations ck 2 front orientation in degrecs from True North and circle one) Number of Stories Number of Dwelling Units: Floor Construction Type: ___ _ ____ (circle one or both) RADIANT BARRIER (reciuired in climate zones 2.4. 8-15) Required for this submittal_ yes BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood stl = steel Cavity insulation R-Value Sheathing insulation Total R- Value' Assembly U-Factor' R-Value Location/Comments (attic, garage, typical, etc.) Wall Z -4 ? _____ _____ %JPAA Wall Roof 70 1 Roof Floor FL i Floor Slab Edge For prescriotive compliance. Total R-Value ant) ASsemoly u-racior are not reguircu lur u wuuu-lIaIuIu .v ......... insulation reauirements for the Prescriptive Package, FENESTRATION Shading Devices Fenestration #lType/Pos. Orien- cation Area (ft2) Fenestration U-Factor Fenestration SHGC Exterior Shading An. Overhangs/ Fins Front Front Left .+0 _______ _______ _______ Left Rear Rear Right Right Skylight Skvliht Compliance Forms August 2001 A2 C040450/-v 37 05/26/2885 07:49 8587558186 .4 ,N.Y-26-2005 THU 07:15 AM CITY OF CARSLBD DESIGN BUILD PARTNER PAGE 03 FAX NO. 760 602 8558 P. 03 of. Carlsbad ' 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 Name: . . Building Permit . Check-Number: Project Address: A. P. N.: Project Applicant (Owner Name): Project Description: Building Type: Uc.\1 41 00 2.?. ' fija S1'o4 4s Residential: Number of New Ewelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area 1 VOL Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information: CjJad Unified School District Marcos Unified School District 225 El Camino Real Mafa Way Carlsbad CA 92009 (331-5000) Marcos, CA 92069 (290-2649) En1ii!s Unton scnool District San Dlcgwto Union High School District 10 1 South Rancho Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300 ext 166) Encinitas, CA 92024 (753.649) Certification of Applicant/Owners. The person executing this declaration ('Owner') certifies under penally of perjury that (1) the information provided above is correct and true to the beat 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 deacribed project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: S e? O .S Revivcd 163 Faraday Avenue • Carlsbad, CA 92008.7314 • (760) 602-2700 4/20/00 Building Counter 9 (760) 002-2719' FAX (780) 602-8558 05/26/2005 07:49 8587558186 . .WAY-26-2005 THU 01:16 AN CITY OF CARSLBD DESIGN BUILD PARTNER PAGE 04 FAX NO. 760 602 8668 P. 04 SCHOOL DISTRICT SCHOOJ.FEE CERTIFICATION (To be completed by the school dist(ct(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 y...heip1icabIe S6IooI District, d6fifie6 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 GA* kfV) GA LEN FRE AN DEPUTY SUPERINTENDENT CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL - .4WL6DA91CA2069 Rvsed 4120/00