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Home My WebLink About1313 CHINQUAPIN AVE; ; CB051965; PermitJob Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: .... Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB051965 Building Inspection Request Line (760) 602-2725 'Applicant: S & S GEN. CONTR 1313 CHINQUAPIN AV CBAD RESDNTL Sub Type: 2061403500 Lot #: $130,985.00 Construction Type: Reference #: Structure Type: Bathrooms: RAGSDALE RES-1159 SF ADDITION/ EMODEL, 115 SF DECK,250 SF PATIO RAD 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check*: ISSUED 05/31/2005 LSM 08/23/2005 08/23/2005 TOR DR VISTA, CA 92083 619-727-4201 Owner: RAGSDALE JAEMIN&SAMANTHA 1313 CHINQUAPIN AVE CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $642.04 $0.00 $417.33 $0.00 $0.00 $13.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (3104193) License Tax (43041 93) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing In Lieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $125.00 $66.25 $130.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,394.22 Total Fees: $1,394.22 Total Payments To Date:$589.50. Balance Due:$804.72 BUILDING PLANS J/L IN STORAGE ATTACHED 5225 08/23/05 0002 01 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 lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has Previously otherwise expired. ,d PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposi Validated By Date 'D Address (include Bldg/Suite #)(at this add.] Legal Description Subdivision Name/Number Unit No.Phase Total # of unit? $-50$ pATioJlSM^kAssessor's Parcel Existing Use 2±P«6posed Us VIAS- j&s #of Bedrooijflms /3 /, FT. CONTACT PERSON (If different from sppliTant) & Stories Name :30^1I*PBCAN*^ Sffohlrabprj2 Address City / State/Zip ^.^©•^wner : -' [J: Agent fbTOWnerr l'fanogfe.7 '(XrfS&t* Telephone #Fax* <687ti>'D O*. ..£* City Telephone 1K?W^bco$State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a pnrmtTT""rm^r1!"* iltrr '""| II i MI *1nmfl|JTih °r 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. Jl^y viqletten of Section 70^1.5^Jy>ny applicant for/e permit subjects the applicant to a^civ/l penally of njt rntjre than five/fiundred dollars"• 3« Name Address ._ State License # ^ y ^T O _j ~7 License Class JT? *5 ^t*f4-J& fa DesigneTName F ' " Address State License. # City State/Zip/ Telephone* » City Business License # Joi. 0^-r /Si /C/ City State/Zip Telephone ... .: . ....,.'• ;.;,!« ..,..:,:-.• .„.,.,„•....,••.•.•,•,,...„,„..,••.-•.--.•,..-..,:, ,. >-,,,. . .,„ . ,. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: •^pP 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. D 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 01^7^ h^U^Q _ Policy NO. Q*V> ~~QO Jtyjj? Expiration Date / / '(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100} OR LESS) D 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 {*•"*» """K^^ylllrfjnjlr" t^^^krif-•—p'"""*'"" damages as provided for in Section 3706 of the Labor cod*, interest jmd attorney's fees. SIGNATURE **TL4'(**-*7 /^"V DATE / 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason: n I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). |~| I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). Q I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. 1 (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. 1 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 DATE iijWptftifw^ 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? Q YES Q N° 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 C] NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? C] YES Q N0 IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(j) Civil Code). LENDER'S NAME LENDER'S ADDRESS 1 certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. 1 agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not comnwiQad within 1*ffJ aays-$rom the date of such permit or if the building or work authorized by such pflrmit is suspended or abandoned at any time after the work is commepcoGptpa j^rioac*.180 da|S (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance U.I Inspection List Permit*: CB051965 Type: RESDNTL RAD RAGSD ALE RES-1 159 SF ADDITION/ REMODEL, 11 5 SF DECK, 250 SF PATIO Date Inspection Item 11/02/2006 89 08/23/2006 39 08/22/2006 39 08/18/2006 39 03/27/2006 82 03/14/2006 16 03/14/2006 27 03/09/2006 84 03/01/2006 13 02/27/2006 13 02/27/2006 17 02/24/2006 13 02/21/2006 13 02/13/2006 13 02/13/2006 15 11/22/2005 14 09/26/2005 11 09/26/2005 12 09/22/2005 11 09/22/2005 21 Final Combo Final Electrical Final Electrical Final Electrical Drywall/Ext Lath/Gas Test Insulation Shower Pan/Roman Tubs Rough Combo Shear Panets/HD's Shear Panels/HD's Interior Lath/Drywall Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Roof/Reroof F rame/Steel/Bolting/Weld in Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Underground/Under Floor Inspector Act Comments TP PC TP TP TP TP TP TP PC PD PD TP TP TP TP PD TP TP TP TP AP AP NO CARD ON SITE TO SIGN EMR NS CO AP AP AP AP SEE CARD BACK AP CO we NR WINDOWS NOT SET CO CO AP CA PA VERBAL FROM SOILS NEED LTR. PA we AP Friday, November 03, 2006 Page 1 of 1 TTNSCHEDULED BUILDTNG INSPECTION DATE ///*/*L INSPECTOR PERMIT # !f/4t > PLAN CHECK # JOB ADDRESS DESCRIPTION CODE DESCRIPTION ACT COMMENTS u CITY OF CARLSBAD BUILDING DEPARTMENT DATE ///2/£> NOTICE (760) 602-2700 1635 FARADAY AVENUE PERMIT NO. jfr FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? LJ YES FOR FURTHEaiNF-QRMATiON, CONTACT PHONE BUILDING INSPECTOR CODE EHFORCEMENT OFFtCER City of Carlsbad Bldg Inspection Request For: 08/22/2006 Permit* CB051965 Title: RAGS DALE RES-1159 SF ADDITION/ Description: REMODEL, 115 SF DECK.250 SF PATIO Sub Type: RAD inspector Assignment: TP 1313 CHINQUAPIN AV Lot 0 Type: RESDNTL Job Address: Suite: Location: OWNER RAGSDALE JAEMIN&SAMANTHA Owner: RAGSDALE JAEMIN&SAMANTHA Remarks: NOT SURE OF PERMIT # Phone: 7604731J60 Inspectoi Total Time:Requested By: ROBERT Entered By: JANE AN CD Description 39 Final Electrical Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# Comments Inspection History Date 08/18/2006 03/27/2006 03/14/2006 03/14/2006 03/09/2006 03/01/2006 02/27/2006 02/27/2006 02/24/2006 02/21/2006 02/13/2006 02/13/2006 11/22/2005 09/26/2005 09/26/2005 09/22/2005 09/22/2005 Description 39 82 16 27 84 13 13 17 13 13 13 15 14 11 12 11 21 Final Electrical Drywall/Ext Lath/Gas Test Insulation Shower Pan/Roman Tubs Rough Combo Shear Panels/HD's Shear Panels/HD's Interior Lath/Drywail Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Roof/Reroof Frame/Steel/Bolting/Welding Ftg/Foundatlon/Piers Steel/Bond Beam Ftg/Foundatlon/Piers Underground/Under Floor Act CO AP AP AP AP AP CO we NR CO CO AP CA PA PA we AP Insp TP TP TP TP TP PC PD PD TP TP TP TP PD TP TP TP TP SEE CARD BACK WINDOWS NOT SET VERBAL FROM SOILS NEED LTR. EsGil Corporation In (Partnership witR government for Quitting Safety DATE: August 23, 2005 G APPLICANT ^t JURIS. JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 05-1965 SET: IV PROJECT ADDRESS: 1313 Chinquapin PROJECT NAME: Ragsdale Residence Addition and Remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI 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. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Robert Soto Telephone #: In Person Date contacted: (by: ) Fax #: Mail Telephone Fax In Person XI REMARKS: Designer to add total Living area and demo'd areas to cover sheet. Only one set submitted all changes to be reflected on City copies. By: BUI Elizarraras Enclosures: Special Inspection Form, Soils Rpt, Truss & Struct calc's Esgil Corporation D GA D MB D EJ D PC LOG tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Partnership witfi government for (Bui&fing Safety DATE: August 3, 2005 Q APPLICANT JURISDICTION: Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO.: 05-1965 SET: II PROJECT ADDRESS: 1313 Chinquapin PROJECT NAME: Ragsdale Residence Addition and Remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Robert Soto 300 Carlsbad Village Dr. Ste. 108-A, CA. 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Robert Soto Telephone #: Date contacted: £/L//O5~(by:P*x) Fax #: 760-720-6005 Mail ^-Telephone Fax -^ In Person REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 7/26/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 05-1965 August 3, 2005 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 05-1965 JURISDICTION: Carlsbad PROJECT ADDRESS: 1313 Chinquapin FLOOR AREA: 1695 sq.ft. Add'n STORIES: 2 644 sq.ft. Remodel 385 sq.ft. Garage Add'n HEIGHT: 115 sq.ft. Deck^ 264 sq.ft. Patio cover - REMARKS: All square footages re-verified. Per City request. DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 7/26/05 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Bill Elizarraras COMPLETED: August 3, 2005 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 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 05-1965 August 3, 2005 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1313 Chinquapin DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/26/05 REVIEWED BY: Bill Elizarraras PLAN CHECK NO.: 05-1965 SET: II DATE RECHECK COMPLETED: August 3, 2005 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, 1997 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 new complete sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. 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 05-1965 August 3, 20O5 • The following corrections are from the original deficiency list, and were either not addressed or a result of new changes. • 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Modify the plans to show the correct footages for this project. Include proposed new areas, remodel areas, Garage conversion to habitable and patio covers. 4. 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). 5. 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. 6. Provide legible truss details for this project. 7. Specify on the plans the following information for the skylight(s), per Section 106.3.3: a) Manufacturer's name. Not addressed b) Model name/number. c) ICBO approval number, or equal. 8. Reference all footings under all bearing walls and shear walls. Not addressed 9. Reference: Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. Not addressed 10. Specify plywood thickness, grade and panel span rating. Table 23-I1-E-1. Not addressed Carlsbad 05-1965 August 3, 2005 11. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. Show the T & P @ wall perimeter not under the slab? 12. Provide plans, calculations and worksheets to show compliance with current energy standards. - Provide work sheets for the revised footages. 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 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. Carlsbad O5-1965 August 3, 20O5 City of Carlsbad ' IVM^^MM^MMM^^M^BMN^M^^^H^^^^^^^^^^^^MBuilding Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. O5-1965 Job Address or Legal Description 1313 Chinquapin Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. Carlsbad 05-1965 August 3, 2005 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: 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. Englnnr't/Archlttct'* S*al & Signature Here Signed 1. List of work requiring special inspection: Q Soils Compliance Prior to Foundation Inspection D Field Welding D Structural Concrete Over 2500 PSI D High Strength Bolting n Prestressed Concrete D Expansion/Epoxy Anchors D Structural Masonry D Sprayed-On Fireproofing CI Designer Specified Q Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. EsGil Corporation In Partnership witfi government for <Buitding Safety DATE: June 15, 2005 Q APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 05-1965 SET: I PROJECT ADDRESS: 1313 Chinquapin PROJECT NAME: Ragsdale Residence Addition and Remodel The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 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: Robert Soto 300 Carlsbad Village Dr. Ste. 108-A, CA. 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Robert Soto Telephone #: Date contacted /&7&^(by^£3) Fax #: 760-720-6005 Mail yfelephone Fax (/m Person REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB Q EJ D PC 6/3/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad OS-1965 June 15, 2005 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: OS-1965 JURISDICTION: Carlsbad PROJECT ADDRESS: 1313 Chinquapin FLOOR AREA: 1280 sq.ft. Dwelling Add'n STORIES: 2 1122 sq.ft. remodel 115 sq.ft. Deck HEIGHT: 26' REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 6/3/05 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Bill Elizarraras COMPLETED: June 15, 2005 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 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 O5-1965 June 15, 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. 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). 4. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION • EPOXY ANCHORS 5. 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. 6. Exterior doors may not swing out if stoop has an elevation drop exceeding 1". 7. Provide legible structural details for this project. 8. On the cover sheet of the plans, specify any items that will have a deferred submittal (spiral stairs.). Additionally, provide the following note on the plans, per Sec. 106.3.4.2: "Submitta! documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in genera! conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." Carlsbad O5-1965 June 15, 2005 9. Show locations of permanently wired smoke detectors with battery backup: a) Inside each bedroom. @ upper floor. b) Centrally located in corridor or area giving access to sleeping rooms. c) On each story. @ upper floor. 10. Provide stairway and landing details. Sections 1003.3.3. a) Show a maximum rise of 8" and minimum run of 9". b) Minimum headroom is 6-8". c) Minimum width is 36". d) Provide structural details. 11. Guardrails (Section 509.1): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. b) 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". 12. Handrails (Section 1003.3.3.6): a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. b) 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. 13. Provide spiral stairway details, per Section 1003.3.3.8.3: a) Minimum run is 7-1/2 inches measured at a point 12 inches from where the treads are the narrowest. b) Maximum rise is 9-1/2 inches. Maximum clear opening between risers is 4 inches. c) Minimum headroom is 6 feet 6 inches. d) The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail 14. Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. 15. Provide bearing (Foundation) support for the spiral stairwell. 16. There shall be no enclosed usable space under exterior exit stairways. The open space under such stairways shall not be used for any purpose. Section 1006.3.3.2. 17. Specify on the plans the following information for the skylight(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. Carlsbad 05-1965 June 15, 20O5 18. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 303.1.3, UPC Section 510.1. 19. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted. c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 20. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: a) The minimum nominal anchor bolt diameter shall be 5/8-inch (for Seismic Zone 4 only). Note: This will require a minimum distance from the ends of sill plates to be 4-3/8" (and a maximum of 12"). b) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. 21. 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: Please see slab reinforcement. 22. Reference all footings under all bearing walls and shear walls. 23. Show double top plate with minimum 48" lap splice. Section 2320.11.2. 24. Provide truss details and truss calculations for the lower roof of this project. Specify truss identification numbers on the plans. 25. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4,1. 26. Reference: Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. 27. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Sections 2315 and 2513. 28. Specify plywood thickness, grade and panel span rating. Table 23-II-E-1. 29. Note that passageway to the mechanical equipment in the attic shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. UMC Section 908.0. 30. Show a permanent electrical receptacle outlet and lighting fixture controlled by a switch located at the entrance for furnaces located in an attic space. UMC Sections 908.0 & 909.0. Carlsbad 05-1965 June 15, 2005 31. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Show height of chimney above roof per l.C.B.O. approval or UBC Table 31-B. b) Note on the plans that approved spark arrestors shall be installed on all chimneys. UBC, Section 3102.3.8. 32. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. 33. Provide plans, calculations and worksheets to show compliance with current energy standards. 34. The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations. 35. The regulations require a properly completed and properly signed legible Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 36. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). 37. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." 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 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. Carlsbad 05-1965 June 15, 2005 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 05-1965 Job Address or Legal Description 1313 Chinquapin Owner - Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. Carlsbad O5-1965 June 15, 2005 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: __ OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that 1, 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. Eng1nMfi/Arehtt»ct'i S«alft Signature H*ra Signed 1. List of work requiring special inspection: D Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSI D High Strength Bolting CH Prestressed Concrete Q Expansion/Epoxy Anchors n Structural Masonry [H Sprayed-On Fireproofing n Designer Specified d Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. _ _ _ ___ B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. City of Carlsbad Public Works Engineering BUILDING PLANCHECK CHECKLIST DATE:__ ______ BUILDING AlfiDRlsS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: PLANCHECK NO.: ^35 EST VALUE: ^/^ ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: 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. By: By: By: Date: Date: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: O Dedication Application 0 Dedication Checklist Q Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application rj Right-of-Way Permit Submittal Checklist and Information Sheet 0 Sewer Fee Information Sheet Name: ENGINEERING DEPT. CONTACT PERSON JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad. CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: Carlsbad, CA 92OO847314 • (76O) 6O2-2720 • FAX (76O) BUILDING PLANCHECK CHECKLIST D SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures C. Existing Street Improvements D. Property Lines E. Easements D 2. Show on site plan: F. Right-of-Way Width & Adjacent Streets G Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5'away from building." 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. 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 REBUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST iST ,RD DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 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 Vz 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: D IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:eUILDINO PLANCHECK CKLST FORM.dOC * sr 2ND 3RD BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: D D D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $360 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: CD 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: H D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. O d D 7a- Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. D D D 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: CD CD tl 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\BUH_DING PLANCHECK CKLST FORM.doc RD3 D D D D BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 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, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: D 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. D 11 -Dyequired fees are attached [J No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. F:\BIHLDING PLANCHECK CKLST FORM-doc Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST iST ,ND ,RD D • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W. The irrigation service should look like: STA1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water F:«UILDING PLANCHECK CKL5T FORMxtoe BUILDING PLANCHECK CHECKLIST 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D 12c. Irrigation Use (where recycled water is available) 1 . Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D D 13. Additional Comments: F.-UUILDING PLANCHECK CKLST FORM.doe ^i£^<v£ ^i i i DD Plan Check No. Planner APN: PUNNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address \**>V*? Cf| Phone (760) 602- Type of project 4 Use: ' General Plan? A PD Net Project Density^DU/AC Zoning:: CFD (In/out) #_Date of participation:. Facilities Management Zone: {f}j Remaining net dev acres: . ClrctaOnt (For non-residential development Type of land used created by this permit . _^J ^_—\ ) Leoend: H Item Complete Q Item Incomplete - Need* your action Environmental Review Required: YES—_NO TVPE^. : DATE OF COMPLETION: 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 DATE TYPE OTHER RELATED CASES: . : ; : Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ; __. n O Coastal Zone Assessment/Compliance project site located in 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. EJ Q Inclustonary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE1) Site Plan: n 1. Provide a fully dimensional site plan drawn to scale. Show:. North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all .side and rear yard slopes). . n 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines Q 1. Applicability: YES_^__NO n 2. Project complies YES _NO Zoning: . 1. Setbacks: Front. Interior Side: Street Side: Rear Top of slope: 2. XAccessory structure setbacks: Front / IntddojvSide: StredCSide: Rear. (ructure, separation: 3. Lot Coverage: 4. Height 5. Parking: Required Required ' Required ,. Required Required *s: Required Required Required ., Required Required £& Shown ^> . «-"? Shown g*'C?" Shown ^7-4 Shown ' P I 7.^ - — Shown Shown Shown. Shown Shown • Shown W¥ Shown *H<>'/' Required Spaces Required ShOWH Shown (breakdown by uses for commercial and Industrial projects required) Residential Guest Spaces Required . ; Shown Additional Comments lnat \ o or ID DK.TO ISSUE AND ENTERED APPROVAL INTO COMPUTER aAAOMIN\COUNTEFnBUgPlnchkn«vCMiM DATE RwftOI CITY OF CARLSBAD COUNCIL POLICY STATEMENT General Subject: NEIGHBORHOOD ARCHITECTURAL DESIGN GUIDELINES Specific Subject:ESTABLISHMENT OF ARCHITECTURAL DESIGN GUIDELINES FOR THE DEVELOPMENT OF LIVABLE NEIGHBORHOODS 44Policy No. _ Date Issued Effective Date 12/11/01 12/11/01 Cancellation Date Superseded No. 44 Dated 10/10/89 Dated 08/26/97 Copies to: City Council, City Manager, City Attorney, Department and Division Heads, Employee Bulletin Boards, Press, File. PURPOSE AND INTENT: The purpose and intent of the architectural guidelines isjto ensure that a variety of architectural elements are incorporated into single-family homes and two-family structures so that they: a) are visually interesting, b) have sufficient building articulation to reduce their bulk and mass, c) are in' scale to their lot size, and d) strongly contribute to the creation of livable neighborhoods. APPLICABILITY: Single-family home remodels that cumulatively increase-the u^a(>le livihcj area (floor area) more than 40% shall comply with architectural guidelines 3, 7,tl3lbndM4. » A new individual single-family home shall comply with architectural guidelines 4, 5, 7, 13, and 14 (regardless of stated percentages) and one architectural guideline from numbers 1 through 3. * New single-family and two-family residential projects of 2-4 homes shall comply with architectural guidelines 4, 5, 7, 13, and 14 (regardless of stated percentages) and one architectural guideline from numbers 1 through 3. * New single-family and two-family residential projects of 5 or more homes shall comply with all of the architectural guidelines. PROCEDURES: < -f 1. Applicants for discretionary project applications or residential building permits shall design projects/homes so that they comply with the guidelines. Each applicant shall provide documentation derifenstrating compliance with this policy concurrent with the submittal of development/building permit applications, whichever occurs first. If an applicant wishes to propose an architectural style that complies with the Purpose and Intent of this policy and yet cannot comply with the requirements of the guidelines, the applicant may request deviations from any of the architectural guidelines to achieve an architectural design or style of equally superior quality. All such requests shall be fully justified specifying how the Purpose and Intent of this policy is being achieved. 2. Staff shall review projects/building permits for compliance with the guidelines and provide recommendations to the decision-makers regarding: a. Project compliance with the policy; b. Whether or not any requested deviations are justified; and, c. Whether or nbf-lhe purpose and intent of the policy would still be achieved if a deviation is granted. and sides of porches shall be open except for required and/or ornamental guardrails. A variety of roof elements shall be provided over porches. Porches may not be converted to living space. 9. Floor plans in a project shall exhibit a variety of roof ridges and roof heights within a neighborhood. 10. Seventy-five percent (75%) of the homes must have a front entry to the home that is clearly visible from the street. Walkways from the front door to the street are encouraged. 11. For projects of 30 or more dwelling units, a minimum of 3 different floor plans shall be provided. Each floor plan should have at least 3 different front elevations and 3 different exterior color schemes. 12. Chimneys and chimney caps shall be in scale with the size of the home. No more than 2 chimneys shall be allowed for homes on lots in planned developments having an area less than 7,500 square feet. In addition to the previous requirements, a minimum of 4 of the design elements, such as those listed in Table "A" below, shall be incorporated into the front building fagade(s) of the home. way,If any elevation of the home is adjacent to and visible from a Circulation Element roadway, such elevation is also required to include 4 design elements such as those listed in Table "A" mow. Table A DESIGN ELEMENTS • Knee braces • Varied window shapes • Exposed roof rafter tails • Dormers Arched elements ^Xf Columns Window and door lintels • Exterior wood elements • Towers yS Accent materials such as brick, stone, ^ shingles, wood or siding Note #?: Fractional units of .5 or greater shall be rounded up to the next whole number and located in a manner to achieve the best project design as determined by the project planner. When a percentage of units is described in the guidelines, the intent is to have that percentage spread throughout the entire project. 3. Decision-makers shall determine, on a case-by-case basis, whether the project complies with the intent of the policy to create livable neighborhoods. ARCHITECTURAL GUIDELINES: 1. A minimum of 15% (see Note #1 below) of the total number of homes shall be single-story structures. Single-story is defined as a maximum plate-line of 15 feet and a maximum building height of 20 feet. Lofts are permitted subject to CMC Section 21.04.330. As an alternative to encourage homes with alley-loaded garages, a minimum of 20% of the homes shall be single-story for the front 20% of the home (overall depth of house times 20%). 2. A maximum of 20% of the total number of homes are exempt from the requirement to have a single- story building edge. 3. The remaining 65% of the total number of homes shall comply with one of the following guidelines: • The home shall have a single-story building edge with a depth of not less than 8 feet and shall run the length of the building along one side except for tower elements. The roof covering the single- story element shall incorporate a separate roof plane and shall be substantially lower than the roof for the two-story element. Porches and porte-cochere elements shall qualify as a single-story edge. Houses with courtyards that are a minimum of 15 feet wide located along the side of the house and setback a minimum of 15 feet from the property line are not required to have a single- story building edge. • The home shall have a single-story building edge with a depth of not less than 5 feet and shall run the length of the building along one side. The roof of the single-story element shall be substantially lower than the roof for the two-story element of the building. • The home shall have a single-story building edge with a depth of not less than 3 feet for 40% of the perimeter of the building. 4. For at least 66% of the homes in a project, there shall be at least three separate building planes on street side elevations of lots with 45 feet of street frontage or less and four separate building planes on street side elevations of lots with a street frontage greater than 45 feet. Balconies and covered porches qualify as a building plane. The minimum offset in planes shall be 18 inches and shall include, but not be limited to, building walls, windows, porches and roofs. The minimum depth between the faces of the forward-most plane and the rear plane on the front elevation shall be 10 feet. A plane must be a minimum of 30 sq. ft. to receive credit under this section. 5. Rear elevations shall adhere to the same criteria outlined in Number 4 above for front elevations except that the minimum depth between front and back planes on the rear elevation shall be 3 feet Rear balconies qualify as a building plane. 6. For at least 66% of the homes in a project, one side elevation shall have sufficient offsets or cutouts so that the side yard setback averages a minimum of 8.5 feet. 7. At least 66% of exterior openings (door/windows) on every home in the project shall be recessed or projected a minimum of 2 inches and shall be constructed with wood, vinyl or colored aluminum window frames (no mill finishes). 8. Fifty percent (50%) of the homes shall be designed with a covered front porch, open courtyard, or balcony (each with a minimum area of 60 square feet) located at the front of the dwelling. The front LA COSTA 1950 KELLOGG AVE. CARLS8AD, CALIFORNIA 92008 TEL 760-931-0290 FAX438-5251 EMAIL: Icen9r@connectnet.com CIVIL - STRUCTURAL MECHANICAL* PETROLEUM STRUCTURAL CALCULATIONS PROJECT: RAGSDALE RESIDENCE 1313 CHINQUAPIN AVE. CARLSBAD, CA 92008 ENGINEER: MARTELL B. MONTGOMERY R.C.E. 50344 EXP. 6-30-05 DATE:APRIL 11,2005 DESIGN LOADS: 1997 UBC Roof Load: 20 psf LL 36psfTL Floor Load: lOpsfDL 40 psf LL 50psfTL Seismic Properties: Seismic Zone 4 R=5.5 1=1.0 Nearest Fault: >5 km Seismic Source: B Soil Profile: Sa assumed Near-Source Factor: Na = 1.0 Seismic Coefficient: Ca = 0.44 Reliability/Redundancy: p = 1.0 Exterior Wall Load: 15psfDL = TL Interior Wall Load: 5-8psfDL = TL Wind Properties: Exposure B Method 2 1=1.0 Max. Wind Speed: 70 mph qs= 12.6 Ce = 0.71 2nd Roof -0.62 1st Roof = 0.62 Floor Cq=1.3 Deck Load:. lOpsfDL 60 psf LL 70psfTL \997 1997 5TKiicfim PEAM3, 3TRIN6&R3, P05 E = 1.6 x 10 psi fv = 85 psi fc= 1000 psi f_L = 625 psi ft = 650 psi 2X MeMftRS - #2: 2x4: A = 5.3 in2 S = 3.1in3 I=5.4in4 fb = 15 10 psi 2x6: A = 8.3 in2 S = 7.6in3 1 = 20.8 in4 fb = 1310 psi 2x8: A = 10.9 in2 S = 13.1 in3 I = 47.6 in4 fb = 1210 psi 2x10: A = 13.9 in2 S = 21.4 in3 I = 98.9 in4 fb = 1105 psi 2x12: A = 16.9 in2 S = 31.6 in3 I =178.0 in4 fb = 1005 psi 2x14: A = 19.9 in2 S = 43.9 in3 I = 290.8 in4 fb = 950 psi 2x16: A = 22.9 in2 S = 58.1 in3 I = 443.3 in4 fb = 950psi fln\\ft\ A^ PIP -I/C/UWUA,? riK f3, T1M2ER3; 4XMgM&£ 4x4: A = 12.3 in2 I =12.5 in4 fb = 1200 psi 4x6: A = 19.3 in2 S = 17.6 in3 1 = 48.5 in4 fb = 1200 psi 4x8: A = 25. 4 in2 S = 30.6 in3 I =111.1 in4 fb = 1200 psi 4x10: A = 32.4 in2 S = 49.9 in3 I = 230.8 in4 fb = 1200 psi 4x12: A = 39.4 in2 S= 73.8 in3 I = 41 5.3 in4 fb = 1100 psi 4x14: A = 46.4 in2 S = 102.4 in3 I =678.4 in4 fb = 1000 psi 4x16: A = 53. 4 in2 S= 135.7 in3 I =1034.4 in4 fb= IQQOpsi LARCH (WM7F-L) LIGHT FRAMING 3TUP3, RAF1£R3, J0I3T3; E = 1.6 xlO6 fv = 95 psi fc = 600 psi fj. = 625 psi ft = 850 psi 5 - #// 6XMEMPER5 - #1; 6x4: A = 19.3 in2 S = 11.2 in3 I =19.7 in4 fb = 1350 psi 6x6: A = 30. 3 in2 S = 27.7 in3 I = 76.3 in4 fb = 1350 psi 6x8: A = 39.9 in2 S = 48.2 in3 I =174.7 in4 fb = 1350 psi 6x10: A = 50.9 in2 S = 78.4 in3 1 = 362.7 in4 fb = 1350 psi 6x12: A = 61.9 in2 S = 116.0 in3 I = 652.6 in4 fb = 1350 psi 6x14: A = 72.9 in2 S = 160.9 in3 I =1066.2 in4 fb = 13 50 psi 6x16: A = 83.9 in2 S = 213.2 in3 I = 1625.5 in4 fb = 1350 psi LA COSTA ENGINEERING 1950 K L L L O G G A V E . CARLSBAD, CALIFORNIA 52008 TEL 760-931-0290 FAX 4J3-5ZS1 LMAIL: I cental on nectnel.com CIVIL • STRUCTURAL MECHANICAL* P E F R O L [ U M CALCULATED BY. CHECKED BY „ SCALE DATE DATE 4 /IS/05" SHEET NO..OF LA COSTA ENGINEERING 1950 KEILOGG A V r . CARLSBAD, CALIIORMA 92QQ8 TEL 760-031-0290 (AX 438-52il EMAIL: Iceiii3r<«'ioniiyclnet.com CIVIL • S 1 R 1: C T U R A I Mtf HANICAL • PtTROLEL.M CLIEIVT. CALCULATED BY. CHECKED BY SCALE DATE_ DATE__ SHEET NO. CLIENT. JOB 1950 KELLOGG A V E . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX436-5251 EMAIL: lcenflr@connecinei.com CIVIL • STRUCTURALMECHANICAL- PETROLEUM CALCULATED BY- CHECKED BY SCALE DATE. DATE. SHEET NO. LA COSTA ENGINEERING 1951) MLIOGG AVI. CARISBAD, CAUFORM1A 9200HTEL76Q-<J31-U290 f\\ 438-5251 FMAII; Ifo rig rtai on ne Uriel.< om CIVIL • S T R U C r L R A L MECHANICAL • I'ETROUUM CLIENT. JOB. CALCULATED BY. CHECKED BY_ SCALE DATE DATE SHEET NO_(-0 DP LA COSTA ENGINEERING 1950 KELLOGG AVL. CARLSBAD, CAMFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: I cenijr'q'con nettnel.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB CALCULATED BY. CHECKED BY DATE DATE SHEET NCX .OF iA COSTA ENGINEERING 1950 KELLOGG AV E . CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: Icengrio'connectnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT. JOB CALCULATED BY. CHECKED BY_ SCALE DATF IWF SHEET NO,_OF LA COSTA ENGINEERING 1950 KELLOGG A V E . CARLSBAD. CALIFORNIA 42008 TEl 760-931-0290 FAX 438-5251 EMAIL; lcenijKSJconnettnet.com CIVIL • STRUCTURALMECHANICAL- PETROLEUM CLIENT. JOB. CALCULATED BY. f~ucf^rri DVuitLAtU DI SCALE DATE DATE SHEET NO.OF LA COSTA ENGINEERING 1950 KEILOGG A V t . CARLSBAD, CALIFORNIA 92006 TEL 760-9)1-0250 FAX 438-5251 LMAIL: If enijrvnniiineunet.tom CIVIL • STRUCTURAL MLCMAMICAL • PFTROLE.UM CLIEMT. JOB CALCULATED BY. CHECKED BY SCALE DATE nATF SHEET MO.IP _OF LA COSTA ENGINEERING 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 4J8-5251 EMAIL: Icenurfffconnectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT. JOB CALCULATED BY_ CHECKED BY SCALE DATE DATE SHEET NO..OF LA COSTA ENGINEERING CLIENT_ JOB 1 9 5 0 k I L L O (i G AVI.CARLSBAD. CAIIfORNIA 92008 CAiCl il ATFR RY 1EI 700-151-0200 f-U433-r>251 ^^^— ™™:'«n*«c«,ne«nei.com rHf r(cm RY ^^^^^^^ CIVIL • S 1 R 1 C 1 L R -\ L^^^•••l ME CH -\NICAl • KLTROLEl'M . ! AjlM*\t DATF DATF SHFFTNO I'Z- HF ' : i ! i ! i ' ' i • i ] : CLIENT JOB 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: iten9t@connettnel.com CIVIL • STRUCTURALMECHANICAL* PETROLEUM CALCULATED BY. CHECKED BY SCALE DATE DATE SHEET NO.-OF IA COSTA ENGINEERING 1950 KELLOGG A V E . CARLSBAD, CALIFORNIA 92008 TEL760-9J1-0290 FAX 438-5251 EMAIL: IcenSrig'connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM CLIENT JOB CALCULATED BY.. CHECKED BY SCALE DATE DATE SHEET NO..OF tA COSTA ENGINEERING 1950 KtLlOCG A V E. CARLSBAD, CALIFORNIA WOGB TEL 760-931-0290 FAX438-5251 EMAIL: ken 3 r^con neclnet.com CIVIL • STRUCTURAL MECHANICAL- PETROLEUM CLIENT, JOB CALCULATED BY. CHECKED BY SCALE DATE DATE SHEET NO._OF LA COSTA ENGINEERING 1950 K t L L O G C A V E . CARLSBAD, CALIFORNIA 92UOH TLL 760-931-0290 FAX 438-S251 IMAIlikenjjrs't onncctnet.com CIVIL • S r R bC TI • R A L MtCHANKAl» PI r R O t f L1 \1 CLIENT. JOB CALCULATED BY. CHECKED BY SCALE DATE. DATE. SHEET NO._OF LA COSTA ENGINEERING 1951) KE110C.O A V L . CARLSBAD, CAllfORNIA 92008 TEt 760-931-0290 1^X438-5251 [MAll: fcenijrftLonnecinei.com L I V I L • S T R I, C T U R A L MECHANICAL* PEtROlPUM CLIENT. JOB CALCULATED BY. BY DATE_ DATE_ SHEET NO. LA COSTA ENGINEERING 1950 K [ L L O G (• A V L . CARISBAD, CALIFORNIA 92008 ILL 760-931-0290 F-U438-5251 EMAIL: kenur<<*connecinfi.com CALCULATED BY CHECKED BY SCALE CIVIL * S T I! LI ( T U R A I MtCHAMCAL- [TTROUUM LA COSTA ENGINEERING 1950 KCLIOCC A V F . CARLSBAD, CA! 1FORNIA 92006 TIL 760-911-0290 FAX41H-525I EMAIL: Icenijr'.'i'connect net.torn CIVIL • S T P i: C 1 i; R A L MECHANICAL* PETROItLM CLIENT. JOB CALCULATED BY. CHECKED BY_ SCALE DATE_ DATE_ SHEET NO. LA COSTA ENGINEERING 1 <J B 0 K [ L L O G (, ,'\ V L . CARLSBAD, CA1IFORNI.A 92008 TLL7fiO-931-0290 FA\43B-S2S1 CMML: If em)r*tconnc-ctnel.(.i)m CIVIL • S 1 R U C T U R A I ME CHAN KM * HI 1 ROLE1_. \1 CLIENT. JOB. CALCULATED BY. CHECKED BY SCALE DATE DATE SHEET NO.-OF. LA COSTA ENGINEERING 1950 KtllOGG A V E . CARLSBAD, CALIFORNIA 92008 IEI 760-931-0290 FAX 438-5251 rMAIL:lcentjri.iT>conne<int:l.com CIVII * STRUCTURAL MECHANICAL* PtTROLtUM CLIENT. JOB__ CALCULATED BY_ CHECKED BY SCALE DATE DATE. LA COSTA ENGINEERING 1950 K t (. I O G G AVI. CARLSBAD, CAUHORNIA 9200B TEL 760-931-0290 FAX43B5251 EMAIL: kenjjris'tonnectnet.com CIVI1 - 5 T K L C TI' R A LMECHANICAL- PETROLEUM CLIENT. JOB. CALCULATED BY. CHECKED BY SCALE ___ DATE_ DATE_ SHEET NO. LA COSTA ENGINEERING 1950 kLLLOGG A V F . CARLSBAD, CALIFORNIA 92008 TF1 760-9J1-0290 FAX 4JB-5'51 CMAIL: kenjjnfi'connettncl.com CIVIL • STRUCTURAL MK MANICAL • PI TROI Fl'M CLIENT. JOB CALCULATED BY. CHECKED BY SCALE ___ DATE. DATE. SHEET NO OF $>+js*k'i'^k<xl3; < wfaite. sl^sh* LA COSTA ENGINKRHNIG 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92009 TEL 760431-0290 FAX43B-5231 EMAIL: Icen0r«connectnet.com CIVIL • STRUCTURAL MECHANICAL* PETROLEUM DIAPHRAGM SPECS: ROOF:USE W CDX 24/0 PLYWOOD. NAIL 8d @ 6" o.c, EDGE, 12" o.c. HELD, UNBLOCKED. FLOOR:USE 5/8" CDX 32/16 PLYWOOD. NAIL lOd @ 6" o.c. EDGE, 12" o.c. FIELD, UNBLOCKED. CONSTRUCTION CONNECTION REOUIRMENTS: 1) ALL HANGERS, STRAPS, HOLD DOWNS - SIMPSON. 2) ALL CONCRETE 2000 PSI® 28 DAYS. 3) ALL NAILING PER UBC TABLE 23-H-B-l. 4) FASTEN A-35 @ * o.c. ABOVE ALL SHEAR WALLS @ BLOCKPLATE, RAFTER/JOIST - PLATE LOCATIONS, OTHERWISE FASTEN® 48" o.c. 5) ALL LUMBER DF-L, BEAMS AND POSTS SHALL BE GRADE #1. 6) TJTS, PARALLAMS AND MICROLLAMS - TRUSJOIST MCMILLAN. 7) ALL SHEAR WALLS @1ST AND 21® FLOORS TO HAVE MIN. 4x4® EACH END * - PER SHEAR WALL SCHEDULE ffRTCAR WAIiS: LME V J WAULS: Diatr.: H* o O.T.M. Floor TT..1if> /b} Fir v M°2Jfe Plr.H* 5lfi?j!? Use' Tot. O.T.M. = ^6&55//-'J v Hr: v USB MST USB ©FOUNDATION TJMR ygywAyj,^ ( /Uolift ® S1^ Floor (1? (4&(*o-'6<HO/<?' -4*5 O lb' Uplift ffl Ptecir ( + min •m- -. ii^f^/p* 0 -0 f /P USBMS1>/fFLR-FLR USE © FOUNDAHON CTTRAP WAT.IJS* Pfcte.: Pfr. W* H' WOT o* Tot O.T.M. ; v - Distr.: PIT / H1 Tot. O.T.M. - v UseType^ Use XJSBMST^FIJEt-FUt USB @ FOUNDATION ^576 / Lff LINE V \J WALLS: e^<P Unlift^ac/' Floor Orm Uplift @ I Moor ( fO.Vmht f ./rt: L' >u#U|fe-. tt>r^ o ^.s^ Xz - Use .Wall XJSE @ FOUNDATICKN CTTKAR WALLS: Fir.. W* H' Vim9 Tot O.T.M. ONE Ulift <a Floor FJr. v Rr. ..ML H' Wffl' to Tot. O.T.M. Use LINE VT J USE ©FOUNDATION fc P Hoof <"^ ia11 Hr: v UseType/^NWaa SH1CA11 WAT1& DistLI H* TOLO.T.M. Uplift^ HonrMHL // OT7MX. "TTnlifi rf9l -PW»r f i»«i.>-n»«l frd nfD HW Distr.: PIT.. W# H!. Tot. O.T.M. = Fir: v « l^Hn Use Type TJNTR v WATJJg- o Uplift f I O.lm^. Use Type//XWaH .. 071^ USEMST^FLR-FLR FOUNDAH CTTttAtt WAT JJg* Ulift^) 1^ Ftoorf finite. Mr.H* W*H» Tot O.T.M. rti •(I mn. I (b Fir. v K-v- Dirtr.: W# H' o Tot. O.T.M. J ^ Use TypeA Wall USE@ FOUNDATION IINE Uplift '*Ulift 13) / Floor 1 Y1' /T^«- /lEJ^- - /^'^v ^v "^^7* ^ *-Use Fir: v SWmVP USE MSTz/</FLR-FIJt FOUND ATECJN LA COSTA 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA D2WJB TEL 760-931-0290 FAX43B-52S1 EMAIL: lcenar*connectnet_com CIVIL • STRUCTURAL MECHANICAL • PETROLEUM ClIENT JOB. DATE. DATE. SHEET NO TABLE 23-II-B-1 \9ff7 UNIFORM BUILDING CODE TABLE 23-W-B-l— NMUNQ SCHEDULE CONNECTION Bridging to joist, toemflench end __ 1* x 6"p5nmi x 151 rnnQtdbfloCTOTkastoeacfcJojst,tactaafl 2-W Wider than 1' x 6'(25 mm-x 152 mm) subfloor to etch joist, face nail Sole plate to Sole pblttoj ota or bloddnfrtypiaU face niS cto or blocfcii^ librtcedwiHpaneh 16dttl6"(406mm)o.c. M6d pet 16* (406 mm) 7. Top pine to ttud, end nail 8. Stud to sole plto 4-ad,toensflor2-16a,endiian 9. Double «tnds, face nafl 1« •* 24* (610 mm) CLC. Doubled top plates, typical frcenifl Itt ^6^(406 mm) Q.C. 11. Bkxking between joisU Of rafters to top pUte,to«ail 12. 13. "Kip pliiM,Upsiadintea«aiocft, face n»fl 2-16d 14. Cootinuout betdtt, two pfeces 16d it 16* (406 mm) ox. dang each edge 15. Criiing>ofai3toplile,toep»fl 16. Qmtmnousl»*dBrtoftiid,toaatfl 4-gd 17. 18.3-16d 19. Rafter to jflate, toeaafl 20. 1* (25 mm) brace to etch stud and plite, face nafl 21. 1* x x 203mm)»hetttniitorlBatocadibe<ting.f»cenifl 2-8d 22. Wider tbuil' x 8* (25 mm x 203 mm) Aeattiiiig to eadi baring; fccenaB 3-8d 23. Built-up comer stods 16dtt24*(610nim)ac. 24. Buflt-iy gilder and beams 20d at 32* (813 mm) oc. at top and bottom and daggered 2-20d it each and at each ipUce 25. 26. 2*(51mm)plaiita _ VfooA stmctmlpancto and partidcboard:2 2-16d>t each bearing 1" (12.7 mm) «nd lew (^ mm-19 mm) * (29 mm-32 mm) V (19 mm) and less V'1* C22 10d* oc Sd5 Bd5 27. (12.7 mm) or feu 6d* 28. (12.7 mm)N6.11fa.« No. I6ga» 29. Interior paneKng V/(Mmm) 2Niili«P*c»dti 6 iDChes (152 inm) on center a^edgw, 12 inches (305 nm fox wall steaming may be common, box or casing. ^Common or detbmed shank. Common. ^OonoskMHodstant siding or casing nafls coofbtnmig to the mqainmeBis of Section 23043. ''Fastenen spaced 3 inches (76 mm) on.center at exterior odra 1^6 Indus C^ mm) oaceittHiliiiieniiadl^anppints.^Cocmdon-iMtttMit foafing nafls with "/jfr-incb-dmmefcf (fl. mm) head and iVHneh (38 mm) leagm far lMoA (12.7 mm) «hMflihig upH i»/a-ity* (44 mm > .._..,«, •-^-"-TrtihsimmrcoiifcnntagtomereqnWwn^ " \ - / iflincBiiinai"Af-mdi(lItmn)cpownmdlV14nch(Miam\ mlMConfbnn^(olbereqinVemenlsofSecHon23O4J. * ^^ iall6mdicg(406iniiOBOnKfaBs(50Snmi)ifitien)^s3d8m spiced 6 inches (152 mm) on panel edges, 12 loche* (305 mm) tt bifcnnedktesappacts.unnd supports at 24 mches (610 inm). Casmg or finisb naik sp^ao^ 2-282 VARIES SEE PLAN VARIES •WU 1 * * * * * * *mm IM ." 4" mmmmfm. ' i- 1 i .' i FOP OF F.J, / fmtrnf — 4 * . • V 4 I ^«• ft ^-•-"" uuutiLx. KLAIL OK utAM TOP OF PLATE OR (2) 2x's AUGN AT PLYWOOD OR DRYWALL SHEAR PANEL EDGES 3/8" PLYWOOD SHTG: 1 " UK !/<£ dlK.il otL. PLAN & SCHEDULE FOR NAILING ,— y^— 2x4 PT. SILL TOP OF SLAB NOTES: PLYVKOOD SHTG. EXTENDS TO THE TOP OF DOUBLE PLATE O ONE STORY AND TO TOP OF FLOOR JOISTS O SECOND STORY. EXTEND TO TOP OF TRUSS O TRUSSES. PLYWOOD SHALL HAVE FRAMING OR BLKG. AT ALL EDGES OF ALL SHEAR WALL. *FOR SHEAR WALL TYPE C, D( E. & F ADD 2x BLOCKING CONT. O BOTTOM SILL PLATE. SPHCE «/(2)-16d EA. BLOCK TO EXISTING SILL PLATE. ALSO ADD 2x4 STUD TO EXISTING STUD O ADJACENT PANEL EDGES, SPIKE w/16d O 12" o.c. PER LA. CITY MEMO 5/20/94 (FOR RETROFIT ONLY) 0907 a ni DC CO 3S *i §5 I £i 2 4 *Jfc. us nf?-"8 si PROVIDE B.N. FULL HT. O KING STUD O EACH SIDE OF OPENING. 4X HEADER RPOVIDE B.N. HEADER IF STRAP IS NOT APPLIED OVER SHEATHING. SIMPSON CS1fc O HEADER AND SILL TO BLOCKING NAIL STRAP W/ 8d COMMON NAILS O 3" O.C. MIN. (2) STUD BAYS PAST OPENING. 2X4 FLAT BLOCKING PROVIDE B.N. O BLOCKING IF STRAPS ARE NOT APPLIED OVER SHEATHING. 2X WINDOW SILL W/ EDGE NAILING IF STRAPS ARE NOT APPLIED OVER SHEATHING. A -SHEAR MATERIAL- SEE PLAN . (APPLY ABOVE AND BELOW OPENING) SHEARTRANSFER W/ CS16@ SINGLE OPENING : >• •• '.'' . »'••.•, "•'•'"•'•" ROOF SHEATHING 8d @ 6" o.c. BN (5) 16d A35 EA BLK. SEE SHEAR WALL SCHEDULE WHERE APPLICABLE OR 2x DBL. TOP PLT. 0906 NAME. TYPICAL ROOF RAFTER CEIL1N6 JOI5T CONNECTION (ALTERNATE) SCALE- I-I/2" = I'-O" DIVISION: woou SUB-DIVISION. ROOF FRAMING NUMBER. 10d @ 6" o.c. BN 2x DBL TOP PLT. 16" o.c. FLOOR SHTG. o.c. 0901 NAHCi TYPICAL FLOOR SHEAR TRANSFER SCALE- 1-1/2" = l'-0" DIVISIDN> WOOD SUB-DIVISION FRAMIN6 NUMBER- 10d @ 6" o.c. BN SIMP.M A35 ©16" O.C: 2x DBL PLT. 2x siuub & TO o.c. 4-1 Od @ EA. BLK. -OR-TJI o.c. NAME. 0900 FLOOR DIAPHRAGM SHEAR CONNECTION SCALE' 1-1/2' = V-0 DIVISION WOOU SUB-DIVlSIOf* FRAMING NUMBC* (2) 2x4 OR 4x4 COL 0910 NAME' STRAP HOLE? DOWN TO BEAM OR HEADER BELOW SCALE. N.T.5. DIVISION SUB-DIVISION- STRUCTURAL NUMBER- MST37- POST - SEE PLAN BEAM - SEE PLAN JWff 0908 NAME- (&) BEAM TO POST DETAIL (DSA& SCALD i-j/2" = r-o" DIVISION- HOOD SUB-DIVISIO* . FRAMING NUHBCR> 0912 HAND (A) BEAM TO POST DETAIL SCALE- I-1/2" = P-0" DIVISION: WOOD SUB-DIVISIO* FRAMING NUMBER- (2) 2x4 OR 4x4 COL MST 37 BEND AND WRAP AS NEEDED 0909 NAME' STRAP HOLD DOWN TO BEAM OR HEADER BELOW SCALE' N.T.S. DIVISKM ~ WOOD SUB-DIVISION STRUCTURAL NUMBER- poop "•""u* ^ - -. •.- •£•(- . • - -r • nTr, J n ... z If II [I i A. ! if LI_[I. ii. II... ll/W. ? STRONG-WALL SHEARWALL STRONG-WALL CONCRETE TEMPLATES Sinng-Wtit Modal SW1 6x7x4 SW1 6x7x6 SW1 6x8x4 SW1 6x8x6 SW18X8 SW18X9 SW22x7x4 SW22x7x6 SW22x8x4 SW22x8x6 SW24X8 EW24X9 SW24X10 SW24x12x6 SW32x8 SW32X9 SW32x10 SW32X12X6 SW48x8 SW48x9 SW48X10 SW48x12x6 Wlrfth (In) 16 18 22 24 32 48 Strong-Wall Template Modal No. Exterior SWT16 SWT18 SWT22 SWT24 SWT32 SWT48 Interior SWTI16 SWTI18 SWTI22 SWTI24 SWTI32 SWH48 Panel Form SWIPF16 SWTPF18 SWTPF22 SWTPF24 SWTPF3Z SWTPF48 1. Hi* height of the guige cwt above the garage slab lacritical for rough header opening on portal mils. 2. See Garage Portal page tar curb height tables. 3. Raised Roor Strong-Wall* Shasrwalls require 1 w w 3" el concrete on either side. Allow 1W or 3" of mwrete on either aide of the template It the dealgn It for • wood 1st floor or 2nd floor application. 4. For RF Raised Floor walls, use the corresponding Standard (Stamp-Wall* Shearwall template as required. E. Templates are recommended and ire required In some Jnltdklfons. 6. Foundation design by others. 7. Template ire the same for 4" or r thick wills. 45'135"Plan View of SSTB Placement In Concrete Stemwall SWT Exterior Template (for 2x Form BoartM) Template must be set In for -RF walls. See footnote a. SWT Exterior Template (forZxFonnBoanit, ffa/Md Floor liufallation) TOP OF CONCRETE SWT1 Interior Template (for 2x4 abon concrete) SWTPF Template (tor Plywood Punl Forms) ALLOWABLE VERTICAL LOADS (Ibs) Strong-Wall Model No. SW1 6x7x4, 8x4 SW22X7X4, 8X4 SW1 6x7x6, 8x6 SW22X7X6, 8x6 SW1 8x8,9 SW24x8,9,10 SW32x8,9,10 SW46xfl,fi,10 SW24x12x6 SW32x12x6 SW48xl2x6 C1 Co-1.0 7100 10700 6100 6100 9920 9920 C2 Co-1.0 N/A N/A N/A 4160 N/A 6765 C3 Co-1.0 N/A N/A 1685 2955 2820 4945 Ctf.1.26 N/A N/A 2105 3690 3525 6185 C4 Gn-1.33 19100 30500 13300 13000 16200 16200 C6 Co-1.0 N/A N/A N/A 4270 N/A 5280 CD-I. 25 N/A N/A N/A 4620 N/A 5520 T1 CD-I .33 8325 8325 10790 10790 10790 10790 These allowable vertical loads an lilended to aid the user In cometty hnpIemnaHj the SfrDDg-Wair Shearwall Into tiie lead patk ef the stnwtnre. Load comblDtUeni that tend to cane cenprmlM an be limited by perpendicular to grab hrtertaco (snes, fey baddlag of the vortical membersor by the bending and shear capacity at the combined top • plates. Loads that result ta aet apllfl la the boHdary poets are limited by the nlue TI shown In tbe Ufcle. 1. For RF Raised Roor walls, use the corresponding standard Strong-Waif Shearwall values. C1 = Max. compressh/e force applied over end post 02 = Max. compresstve force applied over Interior post. C3 = Max compresslve force applied to top plates between studs. C4 = Max. compresslve force In end post due to load from above (C1) and overturning. C5 = Max compresslve force In Interior post TI » Max allowable tension force In holdown due to net uplift STRONG-WALL SHEARWALL GARAGE PORTAL SYSTEMS Garage Portal systems provide increased lateral resistance over sfte-buitt shearwalls in locations where space Is at a premium. Portal walls shall be Installed with a minimum 12' nominal deep header for adequate shear nailing. Because the portal walls and header are tested as a system, the resulting portal frame offers superior engineered performance over site-built walls. CODES: See page 10 for Code Listing Key Chart. Strong-Wall •• I Nad through sflMtalng andmetal U channelwHhIU commonnaflsorlMsinkers at eachpainted dot onthe panel. NOTE FOR GARAGE PORTAL WALLS: Cripple walls over the garage header shall be designed by Engineer of Record. Naming Scheme: SW16*7x4 -TT Width OB.) fcT L NominalHeight (ft.) Nominal WallTnltkntas (In.) 16' Garage Portal * Header size shall match nominal wall thickness x 12' min. nominal depth. GARAGE HEADER ROUGH OPENING HEIGHT Model No. SW1 6x7X4 SW22x7x4 SW1 6x7x6 SW22X7X6 SW16X8X4 SW22X8X4 SW16x8x6 SW22X8X6 H Curb 61 T 6' T Without %• Shim 7' 7'-r 8' s'-r With %• Shim r-w T-1W 8--1/41 8'-1W 1. The height of the larage curt abova the garage Hah Is critical (or rough header opening oa portal nils. 2. One 1/2" shim te provided with GaragePortal walls. Electrical box for ((lustration only-not Included with the wall. SWIUST STRAP (PROVIDED) (10 ga) WITH 10d MAILS OR 1Bi SINKERS. INSTALL ONLY TO FRAMING SIDE OFPORTAL WALL. Alternate Exterior Installation For easy electrical Installation position wall wRta sheathing Inside garage. DOUBLE WALL GARAGE PORTAL4 8'Mln.forSSTB >':.-£*?6* If stemwall and I ?footing are single V '»"' *pour and stemwalt Is v "12" high max. fromtop of footing, not slab.22* Garage Portal NOTE: The Engineer of Record Is responsible for concrete design. Model No. SW1 6x7x4 SW1 6x7x6 SW1 6x8x4 SW1 6x8x6 SW22x7x4 SW22x7x6 SW22x8x4 SW22x8x6 W (In) 16 16 16 16 22 22 22 22 H (hi) 76 78 90 90 76 78 90 90 T (In) 4 5% 4 5% 4 5V4 4 5% Number elFastenersIn Top of Wall 8-SDS%x6 8-3DSV4X6. 8-SDSV4X6 8-SDS1AX6 10-SDSVix6 10-SDSV4X6 10-SDSWX6 10-SDSWX6 Number of Mudsill Anchors' 2-% 2-% 2-% 2-% 2-% 2-% 2^4 2-% Holdown* Anchor Boltt 2-SSTB28 2-SSTB28 2-SSTB28 2-SSTB28; 2-SSTB28 2-SSTBZ8 2-SSTB28 2-SSTB28 Allow.Shear V toad (Hi) for Portal System1 2800 2800 2490 2490 4620 4820 3990 3990 Drift at Allow. Shear V (in) .367 .367 .420 .420. .369 .369 .446 .446 Allow. Shear V Load («VR) 1050 1050 935 935 1315 1315 1090 1090 Wall Weight libs) 90 112 95 120 35 117 105 130 Cede Ref. 34,60,101 34 34,60,101 34 I.For plywood shear panel, add "P" to model name (e.g. SW24X8P), and muWply the table loads by 0.88. 2. For two-pour bolted applications, use thd SSTB34. 3. Recommended header moisture content Is 19% or less at time of Installation. 4.A double wall garaga portal system consists ot 2 walls with a header spanning over the top and connected as shown. 5.SW16 and SW22 walls may be combined. The capacity of the combined system shall be the sum of the "Single WallGarage Portal" capacities. 6. Recommended minimum 5/7x12" mudsill anchor. 7. The minimum header sizes Bstad are the minimum required for lateral rigidity of the portal system. Larger headers may be required due to vertical loading. 8. Portal walls may be Installed with sheathing tadno Inside or outside. 9. Maximum shim height between Strong-Wall Portal Walls and header Is W. Shims of greater thickness will result In toad reductions. 10. See allowable vertical load table on page 47 for Strong-Wall maximum compression and tension capacities. 48 si: df't.uls riit: cnnsistciii OCEANSIDE TRUSS, INC. Specializing in Roof and Floor Trusses * COMMERCIAL * RESIDENTIAL * ROOM ADDITIONS * * COMPETITIVE PRICING * * FREE AND PROMPT ESTIMATES 2847 Industry Street 760/722-7696 Oceanside, CA 92054 Fax 760/722-0438 IB'-O" 1- — - X j / ^ -\ — . X\ 2<CHG> <>8 7c - / \ N\ en <BTF>4 ^ \ \ — f < ) \ \ / CHT <BCf \ \ CD (IE \ Fl!_ >i • h f LtlUJ At/ A \ // '/ / __/7| / ^ / // I i A'TTIlf / m / 2 // / / z A - / i / I f3S>i 4>3 \ NOT>1 •M/K \ \\ x RAGSOALE 3.5/12 PITCH 1313 CHINQUAPIN 2x4 TOP CHORD CARLSBAD ' 24" OVERHANG TILE ROOF BEVELED END BLOCK * OCEANSIDE TRUSS INC. ASSUMES NO * RESPONSIBILITY FOR TRUSSES CUT OR INSTALLED IMPROPERLY. * BACKCHARGES ARE NOT ACCEPTED * / \^ ' i ca i CD TYPE Q1Y Description JK 38 RAFTER/END JACK AH 2 2217988 AH2 2 2217989 AHT 1 221798B AHU 1 2217989 AT 3 2217990 BCF 1 CALIF FILL 8H 1 2217991 BTF 4 2217992 CHF 1 CALIF FILL CHG 3 2226557 OCEANSIDE TRUSS INC. CERTIFIED INSPECTION CLIS IN STRICT ACCORDANCE WITH UBC 2321.3 PREFABRICATED 15 APRIL. 2005 Scale: 1/8' 4'-5' CampuTrus.lnc. Manufacturing • Engineering * Computer Systems WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Nates and Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements sucn as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no resoansibii- rty 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 loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handing, 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, H1B-91", a copy of which will be furnished by CcmpuTrus upon request GENERAL NOTES, unless otherwise noted: I. Design to support loads as shown, 2) Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c. and at 12'-G" c.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. Desigr, assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with join- center lines. 9. Digits indicate sea of plate in inches. 10. 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CIVIL, GEOTECHNtCAL, 4 QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT A INSPECTION CLIENT: SOTO PROJECT: SOT 1004-INV DATE: 11 JANUARY 2004 S & S GENERAL CONTRACTOR 300 Carlsbad Village Drive, Suite 108-A #43 Carlsbad, CA. 92008 Attention: Mr. Robert Soto Subject: Limited Soil Investigation for the Proposed Room Addition for the Residence located at 1313 Chinquapin Ave., Carlsbad, CA. (APN: 206-140-35) Gentlemen: Pursuant to your request, we have completed our site inspection, soil sampling, and our laboratory testing for the subject parcel. On 15 November 2004, a representative from our firm visited the site in order to obtain soil samples and to evaluate the general surface soil conditions relative to the proposed construction. Based on our visual inspections and observations in the field, and our laboratory test results, the following conclusions were derived. It is our opinion that the subject lot may support the proposed addition to the residential structure. However, the conclusions and recommendations found in the latter part of this report shall be incorporated in the design plans and specifications. GRADING The proposed development consists of the construction of a two story addition to the existing residential structure. No grading is anticipated. On the basis of our investigation, development of the site as proposed is considered feasible from a soils engineering standpoint provided that the recommendations stated herein are incorporated in the design of foundation systems and are implemented in the field. Site preparation should begin with the removal the existing surface vegetation and other deleterious matter. These materials are not suitable for support of the proposed structure and should be exported from the site. Also, any subsurface structures such as cesspools, wells, or abandoned pipelines, which are 1 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3750 • FAX: 760- Inc. CIVIL. GEOTECHNICAL. « QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT 8. INSPECTION uncovered during the clearing operation, shall be removed or backfilled in accordance with the requirements of the City of Carlsbad. All on-site earth materials are considered suitable for the support of the proposed structures. However, prior to construction, the upper 8 inches of loose surface soils occurring in the area of the proposed house addition shall be removed to a depth where firm, dense native soils are encountered. The limits of over- excavation and recompaction shall extend a minimum of 5 feet outside the proposed perimeter building foundations. The depth of removal is anticipated to be approximately 8 inches below the existing surface. This can be accomplished by over-excavating the upper 8 inches of the surface soils, ripping the exposed bottom surface to a minimum depth of 8 inches, and recompacting the soil to the design grade. All structural fill shall be compacted to at least 90% of the maximum dry density at near optimum moisture content as determined in accordance with ASTM Test Procedure D 1557-91 or equivalent. As an alternative to the over-excavation process, the proposed foundations may be deepened through the loose surface soils to the proper embedment into firm native soils. For a two-story foundation; ie, 18 inches embedment, the perimeter footing shall extend to a depth of 8" + 18" = 26" and for a single story, 8" + 12" = 20" below the lowest adjacent grade. Foundation depths shall be verified in writing by our field representative prior to placing concrete. Site drainage should be dispersed by non-erodible devices in a manner to preclude concentrated runoff over graded and natural areas in accordance with the City of Carlsbad requirements. GEOLOGIC HAZARDS According to published information, there are no known active or potentially active faults on or in the immediate vicinity of the subject site. Therefore, the potential for ground rupture at this site is considered low. There are, however, several faults located within a close proximity to this site that the movement associated with them could cause significant ground motion. The following table presents the distance of major faults from the site, the assumed maximum credible earthquake magnitudes and estimated peak accelerations anticipated at the site. The probability of such an earthquake occurring during the lifetime of this project is considered low. The severity of ground motion is not anticipated to be any greater at this site than in other areas of San Diego County. 2 1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 • FAX: 760-945-4221 fig, Int. CIVIL. GEOTECHNICAL. 4 QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT & INSPECTION SEISMICITY OF MAJOR FAULTS MAXIMUM CREDIBLE ESTIMATED FAULT DISTANCE MAGNITUDE(RICHTER) ACCELERATION(g) Rose Canyon 5 mi. 6.0 0.25 Elsinore 28 mi. 7.5 0.35 SanJacinto 51 mi. 7.8 0.17 San Andreas 75 mi. 8.3 0.12 The following information is presented relative to the subject site and Seismic Zone 4 per the U.B.C.: (z) Seismic zone factor = 0.4 Table 16 A-I (Na) Near-source factor = 1.0 Table 16 A-S (B) Seismic source type = B (Rose Canyon) Table 16 A-U (Sd) Soil profile type = Sd Table 16 A-J (Ca) Seismic coefficient = 0.44 Na Table 16 A-Q (Cv) Seismic coefficient = 0.64 Nv Table 16 A-R (Nv) Near source factor =1.0 Table 16 A-T LIQUEFACTION POTENTIAL Liquefaction analysis of the soils underlying the site was based on the consideration of various factors which include the water level, soil type gradation, relative density, intensity of ground shaking and duration of shaking. Liquefaction potential has been found to be the greatest where the ground water level is shallow and loose fine sands occur within a depth of 50 feet or less. These conditions are not present within the site area and, therefore, the potential for generalized liquefaction in the event of a strong to moderate earthquake on nearby faults is considered to be low. STABILITY The relatively dense nature of the surface soils within the site and the nature of the material underlying the site generally preclude the occurrence of major landslide conditions. The area surrounding the site is not known to be within an area of ground subsidence. The potential for deep seated slope failure at the subject site is considered low. The site surface materials consist of silty sands that are relatively dense in 3 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3750 • FAX: 760-945-4221 , Inc. CIVIL. GEOTECHNICAL. & QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT A INSPECTION their dry state. These materials are susceptible to erosion. Drainage control is essential to maintain the stability of any planned slopes or slope areas. In general, the native soils at a depth of 1 to 3 feet below the existing surface are considered to have a LOW expansion potential according to Table 18- I-B of the UBC. Therefore, additional foundation and slab requirements are not considered necessary in regard to soil expansion. It is anticipated that the building footings may experience less than 1 inch settlement with less than l/2 inch differential settlements between adjacent footings of similar sizes and loads. \ ' FOUNDATIONS For foundation design purposes, the following earth pressures were calculated based on our Shear Test Results (Enclosure 1) and based on a foundation depth and width of 12 inches: Shear Test: Cohesion = 360 psf; Angle of Friction = 28° . Allowable Bearing Value = 1800 psf Equivalent Fluid Pressure = 45 psf Passive Lateral Resistance = 340 psf Active Pressure = 45 psf Coefficient of Friction = 0.35 These values are for dead plus live loads and may be increased by one-third (1/3) for seismic and wind loads where allowed by code. These design bearing values are in accordance with the Uniform Building Code and were calculated based on Terzaghis1 Formula. It is recommended that the continuous perimeter foundations and concrete slabs for a light weight wood-framed structure shall be reinforced in accordance with the following minimum designs: a. For slab-on-grade floors: it is recommended that the continuous perimeter foundations for a single story structure shall extend a minimum depth of 12 inches and a minimum width of 12 inches into firm native soils or compacted fill material as measured from the lowest adjacent grade. A minimum of 18 inches deep by 15 inches wide shall be used for a "two story structure. Deepened foundations used in leu of over-excavation of the surface soils shall be verified by the soil engineer in writing prior to placing concrete. 4 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 • FAX: 760-945-4221 Engineering, flic. CIVIL, GEOTECHNICAL, A QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT & INSPECTION b. All foundations shall be reinforced with at least two No.4 steel bars, one bar shall be placed 3 inches from the top of the foundation and the other bar shall be placed 3 inches from the bottom. Additional No. 4 steel bars shall be placed horizontally and spaced at 12 inches vertically in deepened foundations. c. All interior concrete slabs shall be a minimum of four inches in thickness and reinforced with a minimum of No. 3 rebar at 18 inches on center both ways placed in the center of the slab. The slab steel reinforcement shall be bent downward into the perimeter footings and connected to the foundation steel at 18 inches on center. In order to minimize vapor transmission, an impermeable membrane (ie: 6 mil visqueen) shall be plafced over 2 inches of clean, poorly graded, coarse sand, decomposed granite*; or crushed rock. The membrane shall be covered with 2 inches of sand to protect it during construction and the sand should be lightly moistened just prior to placing concrete. All concrete used on this project shall have a minimum compressive strength of 2500 psi unless otherwise stated on the Building Plans. Footings located on or adjacent to the top of slopes shall be extended to a sufficient depth to provide a minimum horizontal distance of 7 feet between the bottom edge of the footing and the face of the slope. These foundation recommendations are minimum design requirements for the soils encountered during this investigation; however; actual foundations shall be designed by the Structural Engineer for the expected live and dead loads, and for wind and seismic loads. Findings of this Report are valid as of this date; however, changes in conditions of a property can occur with passage of time, whether they be due to natural process or works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur whether they result from legislation or broadening of knowledge. Accordingly, findings of this Report may be invalidated wholly or partially by changes outside our control. Therefore, this Report is subject to'review and should not be relied upon after a period of one year. ,,••••• In the event that any changes' in the nature, design, or location of buildings are planned, the corxlusions and recommendations contained in this Report shall not be considered valid unless the changes are reviewed and the conclusions of this Report are modified or verified in writing. ' - ' • 5 7671-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 * FAX: 760-945-4221 , Inc. CIVIL. GEOTECHMCAL, A QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT* INSPECTION This Report is issued with the understanding that it is the responsibility of the owner or of his representative to ensure that the information and recommendations contained herein are called to the attention of the project Architect and Engineer and are incorporated into the plans. Further, the necessary steps shall be taken to ensure that the contractor and subcontractors carry out such recommendations in the field. The Soil Engineer has prepared this Report for the exclusive use of the client and authorized agents. This Report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties, either expressed or implied, are made as to the professional advice provided under the terms of this agreement, and included in the Report. B & B Engineering Inc. and Associates appreciate this opportunity to be of service. Should you have any questions regarding this project, please do not hesitate to contact us. Sincerely, LurC. Beard RCE RGB Chief Engineer 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 • FAX: 760-945-4221 2000 1600 UJcr 1200i-cn oz o: < eoo UJxto 400 400 800 1200 1600 NORMAL LOAD (PSF) 2000 SOIL TYPE SEOK;/O SILTV ^AA)i?_ (O •ac 3 2"o 0)w y BORING NO. (BN) TPM DEPTH (ft) ^/ MOISTURE (%) /2,5"% COHESION (PSF) 3^p*-f ANGLE OF FRICTION (° } z&° K&K Engineering, inc. CIVIL, GEOTECHNICAL. & QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION & SOIL TESTING <• CONSTRUCTION MANAGEMENT * INSPECTION So To SOT |i(94-/iJI/ SHEARING STRENGTH TEST City of Carlsbad n^ •^^•^••••^^^•^••^^•^^^^••^••^^•••iBuilding 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 perrnitoThe City will not issue any building permit without a completed school fee form. j&aSQgJe lu Building Permit Plan Check Number: Project Name: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: SFO \LhL Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SOU Residential Additions: Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information:Date: CTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000 V San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Appt. Only) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San 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 wilt 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 orjtthe initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the/6wj)er/developer/6f th^_above described project(s), or that the person executing this declaration is authorized to sign on b< Signature:Date: Revised 4/20/00 1635 Faraday Avenue • Building Counter Carlsbad, CA 92008-7314 - (76O) 6O2-270O • (76O) 6O2-2719 • FAX <76O> 6O2-RKRR 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 DEPUTY SUPERINTENDENT MAIU.F HP qrwnni nisTRtrj CARLSBAD UNIFIED SCHOOL DISTRICTNAME OF SCHOOL DISTRICT 6225aCA«NOREAL - CARLSBAD, CA 92009 PHONE NUMBER Revised 4/20/00 CARLSSAD UNIFIED SCHOOL DISTRICT ["I CARLSBAD HIGH SCHOOL WUFY MIDDLF SCHOOL WSTA SCHOOL RECEIVED FROM: , (11 Applicable) PARENT OF PAYMENT FQRj JFFFFRSON El FMewraflV [~] MAGNOLIA ELEMENTARY CAl AVPRA HH i S SCHOOL KF.LIEY.SCHOOL HOPF SCHOOI AVIARA OAKS MIDDLE SCHOOL CALAVFRA WUS MIDDLE SCHOOL DATE: Receipt No. 19054 ACCQUR1.HUMBEB AMOUNT RECEIVED BY;CASH CHECK #TOTAL C General _ Contractor Ot License No. 548037 S 300 Carlsbad Village DriveSuite 108-A, #43Carlsbad, CA 92008 (760) 720-6004Fax (760) 720-6005sscontractor@adelphia.net To City of Carlsbad building Department 7-25-05 Re: 1313 Chinquapin St. Carlsbad Cal. 92008 Permit #05-1965 Dear Sir We have changed our square footage to fewer than 50 percent of the priginal house, in order to avoid coastal review. We trust this will expedite the processing of our blueprints. Sincerely Robert Soto License Detail Page 1 of2 California Home Tuesday, License Detail Contractor License # 548037 CALIFORNIA CONTRACTORS STATE LICEN DISCLAIMER A license status check provides information taken from the CSLB license data base. Before on this information, you should be aware of the following limitations: • CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject tc complaint disclosure, a link for complaint disclosure will appear below. Click on the lin button to obtain complaint and/or legal action information. • Per B_&P_7_Q71.17, only construction related civil judgments reported to the CSLB are disclosed. • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. • Due to workload, there may be relevant information that has not yet been entered ont Board's license data base. * * * Extract Date: 05/31/2005 Business Information * * * S & S GENERAL CONTRACTORS 300 CARLSBAD VLG DR STE108-A#43 CARLSBAD, CA 92008 Business Phone Number: (760) 268-1156 Entity: Sole Ownership Issue Date: 11/15/1988 Expire Date: 04/30/2006 * * *License Status * This license is current and active. All information below should be reviewed. * * * Classifications * * * Class B C29 Description * * *Bonding Information * * * http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 05/31/2005 License Detail Page 2 of 2 CONTRACTOR'S BOND: This license filed Contractor's Bond number 73438 in the amc $10,000 with the bonding company AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 01/01/2004 Contractor's Bonding History * * * Workers Compensation information * * * This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number: 046-0014976 Effective Date: 01/01/2005 Expire Date: 01/01/2006 Workers Compensation History Personnel List •License Number Request mContractor Name Request m Personnel Name Request~:~~-——— - - •••••••••••: 1 m \ ,"~—~r"~" 1 •" •;,",,i,":::zz: Salesperson Request I Salesperson Name Request ©2005 State of California. Conditions of Use Privacy Policy http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 05/31/2005