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1313 CHINQUAPIN AVE; ; CB053307; Permit
10-31-2005 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No:CB053307 Building Inspection Request Line (760) 602-2725 1313 CHINQUAPIN AV CBAD RESDNTL Sub Type: 2061403500 Lot #: $77,632.00 Construction Type: Reference #: 0 Structure Type: 0 Bathrooms: RAGSDALE RESIDENCE 840 SF REMODEL.416 SF ADDITION RAD 0 NEW Applicant: S & S GEN. CONTRACTOR 1611S.MELROSEDR VISTA, CA 92083 619-727-4201 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check*: ISSUED 09/20/2005 MDP 10/31/2005 10/31/2005 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 $461.86 Meter Size $0.00 Add'l Reel. Water Con. Fee $300.21 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $7.76 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00 Housing InLieu Fee Housing Credit Fee $0.00 Master Drainage Fee $0.00 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 $146.00 $60.00 $111.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,086.83 Total Fees: $1,086.83 Total Payments To Date:$1,086.83 Balance Due:$0.00 BUILDING PLAf _^L IN STORAGE ATTACHED Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition'' of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 0526301-2 0073 09/20/2005 001 11 PLAN CHECK Plan Ck. Deposit \ Validated Bv Date ss (include Bldg/Suite **; / t/ ?/Jr Cfai h f yet // Description // Lot No. Business Name (at this address) Legal Unit No.Phase No.Total # of units Assessor's Parcel roposed Use Description o S" #ofStoriey r <3 & **<* # of Bedrooms # of Bathrooms l**City /State/Zip Telephone # Fax # Address City State/Zip Telephone # Name " Addf ess " City State/Zip Telephone # SS^;N!C)INimeiXSR^CbMPAN¥«ftMp,Lr>vr^.:• ..:>.,r>.:.::.::....••;•;.-.; = ;.. - =. ,• ; =:.;;••.::- -'<'-;";>':.>«>', • :;•>;;f-':,:;:::,•;;;•-;:;-:;*:$':v«:"^;;•-'!;• ^dM-kpI--M-5' =. (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any j/T^lation'o^ection 7031 Jftyi any applicant for a/flermit subjects the applicant to a civil penalty of not more than five hundred dollars l$500]}. S Name"1 — ' " _„_- /O'A ~7~7 "^ Address" *"" . State License # t 'ij ' C* * License Class /_^ Z LlS0flO»- Designer Name / " Address State License #...,,.. ,..„,.,„,,,,,,,,,,,,, ,.,, .. . . , City State/Zip Telephone # City Business License # City State/Zip Telephone ...... .. , ,,,,,,! ........ ::. ::•.: Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 9 I have antJ wi" maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: . ^^7*Tj|-«ii^r^ *y^ f f —^*/ A fInsurance Company ,a^3 /yd/ J^- r^L/fa&( Policy No. Expiration Date / I ~"Q W (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS !$100] OR LESS) O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000}, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D L 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). Q I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason; 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE i'i;,;;iI.-/ s =-H\ ''• i- ••''• -i•: :*':::!''.;.!!>1"• hh"••;~1^>r•'.:'• ^^!inI =:;,:'"iS^ - =; 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? fj] YES fj NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES fj NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? fj YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. g$;^jg)l8l^^ I ;: ;-=!"-: r = :: ~i; ' •' ' - ' ': =;: -:. :- •-'•'•;:; ••• .'; !-=!:£: -'^V- '•' •" -v''- L..- ./ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that 1 have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA; An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under theorovisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenpwrwiTrijn 180 days frortflhedSte ofuch permit or if the building or work authorized by such/^ermit is.suspended or abandoned at any time after the work is commencj APPLICANT'S SIGNATURE 6.4.4 Uniform Building Code). DATE WHITE: File YELLOW: Applicant PINK: Finance / Inspection List Permit*: CB053307 Type: RESDNTL RAD Date Inspection Item Inspector Act 11/02/200689 Final Combo TP AP 10/30/200689 Final Combo TP CO 10/30/200689 Final Combo - Rl 03/27/2006 82 Drywall/Ext Lath/Gas Test TP AP 03/14/2006 16 Insulation TP AP 03/14/2006 27 Shower Pan/Roman Tubs TP AP 03/09/2006 84 Rough Combo TP AP 03/01/200613 Shear Panels/HD's PC AP 02/24/2006 13 Shear Panels/HD's TP NR 02/13/200613 Shear Panels/HD's TP CO 02/13/2006 15 Roof/Reroof TP AP 12/12/2005 11 Ftg/Foundation/Piers TP PA 12/12/200512 Steel/Bond Beam TP PA 12/09/200521 Underground/Under Floor PD AP 12/09/2005 24 Rough/Topout PD WC 12/08/2005 24 Rough/Topout TP CA RAGSDALE RESIDENCE 840 SF REMODEL.416 SF ADDITION Comments SEE CARD BACK WINDOWS NOT SET NEED SOILS LTR PER OFFICE Friday, November 03, 2006 Page 1 of 1 T I UNSCHEDULED BUILDING INSPECTION DATE ///*/*•* INSPECTOR PERMIT # s'3T'"7 PLAN CHECK # JOB ADDRESS DESCRIPTION CODE DESCRIPTION ACT COMMENTS DAILY"-FIELD REPORT No Job Nome ^_ if Project No.: Oi Date : Location' y J / 3 V ' '-i ^. o Weather; 6s*'-s-^ / C o n t r o c 1 p'r Foreman: Field Technician:Miles :Hours Equipment Working Inspection / Jesting of Test No Location Elevolion or Depth Soil Type Optimum Moisture Field Moisture Mo.xim.um Density 'Field Density Ret Comp Visireo Ed THAT 'ANO WIDTH •rue FOC-AA TO To :-n> Summary o' Opcrorions U- Sjpervisor Engineer:Geologist Todays Yardage Yardage to Date: 00 » I « " ///6\B&B ENGINEERING, INC. 1611-A S. Melrose Dr. #255 Vista, CA 92081 DAILY FIELD REPORT No I Job Nome Project No.:Date : - Location P 1 Weather: Controctpr brtman: Field Techntclon:Miles :Hours Equipment Working:nspection / Testing of fcunpi O/05 TBST No Test Location Elevation or Depth Soil Type Optimum Moisture Field Moisture Maximum Density Field Density Rel Comp J.QB.JH1S_AM THAT T-Hf -Z2 AfVP XA!Z£ /ry MAve t- c L. CAPACITY A/Y A0PA&A Pt-,\r*s or* Po&£**+H GAffi** t- rv_£* UJ?J*=_ Summary of Operations Supervisor .Engineer :Geologist' Todays Yordoge Yardage to Date: B&B ENGINEERING, INC. 1611-A S. Melrose Dr. #285 Vista, CA 92081 EsGil Corporation In (Partners (tip witfi government for (Buibfing Safety DATE: October 31, 2005 a APPLICANT S^JURIS. JURISDICTION: Carlsbad 'a PLAN REVIEWER a FILE PLAN CHECK NO.: 05-3307 SET: HI PROJECT ADDRESS: 1313 Chinqupin PROJECT NAME: Ragsdale Residence Addition and Remodel X] 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: 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 X| REMARKS: Applicant to deliver plans to City. (City and Owner Set By: Bill Elizarraras Enclosures: Esgil Corporation ID GA D MB D EJ D PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership -with government f or <Buibfing Safety DATE: October 28, 2005 OAPPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO.: 05-3307 SET: II PROJECT ADDRESS: 1313 Chinqupin 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. X] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Aj The applicant's copy of the check list has been sent to: Robert Soto 300 Carlsbad Village Dr. Ste. 108-A Carlsbad, CA. 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. A] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Robert Soto Telephone #: 760-473-1660 Date contacted^ =^5^b^^) Fax #: 760-720-6005 Mail Telephone iX'Fax ^In Person REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/20/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 Carlsbad 05-3307 October 28, 20O5 IRECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1313 Chinqupin DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/20/05 REVIEWED BY: BUI Elizarraras PLAN CHECK NO.: 05-3307 SET: II DATE RECHECK COMPLETED: October 28, 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 two 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 O5-33O7 October 28, 2005 • 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. 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. Reference all the foundation, structural connection and shear details. For the roof diaphragm. 5. Detail the 4x connection at the Entry masonry wall connection. Now the foundation support is missing for that wall? Please clarify. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. EsGil Corporation In (Partnership wit A government for (But fifing Safety DATE: October 6, 2005 Q_APEyCANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 05-3307 SET: I PROJECT ADDRESS: 1313 Chinqupin 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. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Robert Soto 300 Carlsbad Village Dr. Ste. 108-A Carlsbad, 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 fi/.*h") Telephoned 760-473-1660 Date contacted: /0-#-^ (by: £*u) Fax #: 760-720-6005 Mail Telephone ^ Fax • In Person REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/22/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 05-3307 October 6, 2005 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 05-3307 JURISDICTION: Carlsbad PROJECT ADDRESS: 1313 Chinqupin FLOOR AREA: 416 sq.ft. Dwelling Add'n STORIES: 1 HEIGHT: 16' REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: October 6, 2005 DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/22/05 PLAN REVIEWER: BUI Elizarraras FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC. 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 05-3307 October 6, 20O5 • 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. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC. Code update. 5. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses). Additionally, provide the following note on the plans, per Sec. 106.3.4.2: "Submittal 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 general 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." 6. Show locations of smoke detectors: @ existing bedrooms and hallway a) Inside each bedroom. b) Centrally located in corridor or area giving access to sleeping rooms. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per the above, except that smoke detectors added at existing construction need only be battery powered. Section 310.9.1.2. Carlsbad 05-3307 October 6, 2005 7. Specify on the plans the following information for the roof materials, per Section 106.3.3: a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. 8. Show the required ventilation for attics. The minimum vent area is 1/150 of attic area. Show area required and area provided. Section 1505.3. 9. Reference all the foundation, structural connection and shear details. 10. Detail the 4x connection at the Entry masonry wall connection. 11. Clarify the new deck quoted on page 7 New or existing if new provide structural details. 12. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 13. Please provide evidence that the engineer-of-record 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. 14. Show the location, type and size (BTU's) of all heating and cooling appliances or systems. 15. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 310.11. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. Carlsbad O5-3307 October 6, 2O05 VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 05-3307 DATE: October 6, 2005 JURISDICTION: Carlsbad PREPARED BY: Bill Elizarraras BUILDING ADDRESS: 1313 Chinqupin BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING PORTION Dwelling Add'n Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 416 cb Valuation Multiplier Per City Value By Ordinance Reg. Mod. VALUE ($) 77,638 ... 77,638 $452,86 1994 UBC Plan Check Fee Type of Review: f~l Repetitive FeeRepeats Complete Review D Other r—, Hourly Structural Only Hour* Esgll Plan Review Fee $294.36 $253.60 Comments: Sheet 1 of 1 macvalue.doc City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST DATE: BUILDING^ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL EST VALUE: 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 witjjjar*'Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: Date: Date:By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: D Dedication Application D Dedication Checklist 0 Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ Address: Phone: City of Carlsbad 1635 Faraday Avenue. Carlsbad, CA 92008 (760) 602-2775 __ CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: Carlsbad, CA 92OO8T7314 - (760) 602-2720 • FAX (760) BUILDING PLANCHECK CHECKLIST « o D SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: B. C. 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. North Arrow B. Existing & Proposed Structures C. Existing Street Improvements D. Property Lines E. Easements 2. Show on site plan: rainage Patterns - . Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:\SUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST RD3 D DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. n n 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^or all new buildings and for remodels with a value at or exceeding $_J54276_, pursuant to Carlsbad Municipal Code Section 18.40.030. ~^/(Q Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %" 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: n n n 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 $ J&3&Q . 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 FlWUILDINS PLANCHECK CKLST FORM.dOC BUILDING PLANCHECK CHECKLIST iST ,ND ,RD D D D checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $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: D 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 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. ODD D D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. 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. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by:Date: D D 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\6UILDING PLANCHECK CKLST FORM.dOC BUILDING PLANCHECK CHECKLIST n n n n n 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: n n n a a 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: 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. n ^required fees are attached fees required 11 . 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:\BUILDING PLANCHECK CKLST FORM.Ooc 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 T, and potable water is typically a circled "W. The irrigation service should look like: STA1+00 Install 2" service and 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 CKLST FORM.Ooe BUILDING PLANCHECK CHECKLIST iST 2ND oRD D service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled water is available) 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. 13. Additional Comments: O. F:\BUILDING PLANCHECK CKLST FORM.flOC PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST = & i * 1 3TDD Btin Plan Check No. Planner Chris Sexton Address >3ia r.. ... — • _" f • • — * -J Type of Project & Use:_Sf Phone (760) 602-4024 n Net Project Density: 3.3 DU/AC Zoning: ft- 3. General Plan: fi L W\ Facilities Management Zone: _ | CFD (in/out) #_Date of participation:Remaining net dev acres:. Circle Ona (For non-residential development: Type of land used created by thi: permit: ) Legend: |3 Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES NO \S* TYPE 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: ET D D 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 921 08-4402; (61 9) 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. D Inclusionary Housing Fee required: YES _ NO v (Effective date of Inclusionary Housing Ordinance - May 21 , 1 993.) Data Entry Completed? YES _ NO _ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H:\ADMirACOUNTER\BMgPlnchkRtvChklst Rev 9101 r~l 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 yarc slopes). n 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES. NO_ v/ DDD 0±]D fl'DD Q/an 2. Project complies YES Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear Top of slope: 2. Accessory structure sett Front: Interior Side: Street Side: Rear Structure separation: 3. Lot Coverage: 4. Height: NO Required £O' Required ft * "^ Required Required |>» Required lacks: Required Required Required .S* Required .^" Required ^ Required < ^O7o Required ^ 3D Shown $S Shown Q1 II Shown Shown 30' Shown Shown ^ Shown ^ Shown /^ Shown / fthnwn ^^ Sho««i < "VO 7o Shnwn < oQ 5. Parking:Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown ^ Additional Comments 0 (\) 0 LO A 11 fhc+Vorrf-tmr»^Ci t fcir - e QtUULA \V>U£OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER OwT^DATE. R«v MM LA COSTA 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92008 TEL760-931-0190 fAX«8-5151 EMAIL; lcenSr@connectnet.com CIVIL • STRUCTURAL MECHANICAL" PETROLEUM STRUCTURAL CALCULATIONS PROJECT: RAGSDALE ADDITION 1313 CHINQUAPIN AVE. CARLSBAD, CA 92008 ENGINEER: MARTELL B. MONTGOMERY R.C.E. 50344 EXP. 6-30-05 DATE:SEPTEMBER 8, 2005 DESIGN LOADS: 1997 UBC Roof Load: 16psfDL 16psfLL 32psfTL Seismic Properties: Exterior Wall Load: 15psfDL = TL Interior Wall Load: 5-8psfDL = TL Seismic Zone 4 R=5.5 1=1.0 Nearest Fault: >5 km Seismic Source: B Soil Profile: Sd assumed Near-Source Factor: Na = 1.0 Seismic Coefficient: Ca = 0.44 Reliability/Redundancy: p - 1.0 Wind Properties: Exposure B Method 2 1-1.0 Max. Wind Speed: 70 mph qs = 12.6 Ce= 0.62 1st Roof Cq=1.3 Nlt?5 MAtERIAl 5IZE - 5tEUCTTJRAl P0LMLA5 FIK - LARCH CPP, WH> PEAM5, 51KIN<3ER5, P05T5, tf-.Z.tfx.rO'.prf /, - 1000 psi ft -650 psi "7V AAPAA&P&G - jW-5'.wCA /YlP/YI&EK? **£! 2x£ A - 5.3 in3 I -5.4 in4 2x6: A - 8.3 in3 I -20.8 in4 ^ S- 13.1 in3 2x10: A - 13.9 in3 I -98.9 in4 ft - 1105 psi 2z& ,A - 16.9 in3 1-178.0 in4 ft - 1005 psi 2x14: A - 19.9 in3 I -290.8 in4 ft -950 psi 2x16: A - 22.9 in3 S-58.1ir? I -443.3 in4 ft -950 psi TIMERS; U<SHT FRAMI! f,- 95 psi fe - 600 psi ft « 625 psi ft -850 psi 4XMZMK&~#k 4x4: A - 12.3 in3, I -12.5 in4 ft - 1200 psi 4x6: A - 19.3 in3 S-17.6ina I -48.5 in4 ft - 1200 psi 4x8: A -25.4 in3 I- 111.1 tn4 ft - 1200 psi 4x10: A - 32.4 in3 1-230.8 in4 ft - 1200 psi 4x12: A -39.4 in3 S-73.8tns I -415.3 in4 ft - llOOpsi 4x14: A -46.4 in3 S- 102.4 V I- 678.4 in4 ft - 1000 psi 4x16: A - 53.4 in* S- 135.7 tot 1 -1034.4 in4 ft - 1000 psi m. STUP5. EAPTER5. JC?l5f5: 6XMZM&ER$- #A 6x4: A - 19.3 in3 S- 11.2 tot I -19.7 in4 ft - 1350 psi 6x6: A ~ 30.3 in3 S- 27.7 iff I -76.3 in4 ft - 1350 psi 6x8: A -39.9 in3 S-48.2ii? 1-174.7 in4 ft = 1350 psi 6x10: A - 50.9 in3 S-78.4ir? I~362.7in4 ft - 1350 psi 6x12: A -61.9 iff* S- 116.0 to3 I -652.6 V ft - 1350 psi 6x14: A - 72.9 in3 S- 160.9 tr? I -1066.2 in4 ft -1350 psi 6x16: A - 83.9 iii* S- 213.2 ir? 1-1625.5 In4 ft - 1350 psi LA COSTA ENGINEERING 1950 KFILOGG AVI. CARLSBAD, CALIFORNIA 92UUG TEL 760-931-0290 KAX 418-5251EMAII: kendr@connecinel.coni CIVIL • STRUCTURAL MECHANICAL • PtTROLfUM CL.ENT S 3 5 JOB_J CALCULATED CHECKED BY SCALE DATE DATE 9/ ft /^ J _ SHEET NO.-Ol LA COSTA ENGINEERING 1950 KELLOGG A V F . CARiSBAD, CALIFORNIA 92008 TE1- 760-9J1-0290 FAX 438-5251 EMAIL: IcengrWtonnectnei.com CIVIl - STRUCTURAL PETROLEUM CLIENT. JOB CALCULATED BY. CHECKED BY SCALE DATE DATE SHEET NO.4 LA COSTA ENGINEERING 1950 KELLOGG \ V E , CARLSBAD, CALIfORNIA 92008 TEL 760-931-0290 FAX 438-5251 EMAIL: lcengr@connecinet.com CIVIL • STRUCTURAL MECHANICAL- PFTROLEl.'M CLIENT _ JOB CALCULATED BY- CHECKED BY SCALE DATE_ DATE__ SHEET NO. ESIGN PROPER 2.0E PARALLAM® PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G - 125,000 pii Modulus of elasticity E - 2.0 x 10s psi Flexural stress Fb - 2900 pn'0) Compression perpendicular to grain parallel to wide face of strands F^ - 650 psi&X3) Compression parallel to grain F,j| • 2900 psi Horizontal shear perpendicular to wide face of strands Fv - 290 pii \1) F-^r -v-isich depOs. hor others, muJdpfy by [-^-f! (2; F^ shall not be increased for duration of load. (3) 750 psi for all Eastern Species Parallam® PSL and <" thick Western Species Parallam® PSL ALLOWABLE DESIGN PROPERTIES (ioo% LOAD DURATION) 13/4"2.0E Parallam® PSL 13,055117,970119,900127,160|34,955143,665 7" 2.0E PARALLAM* PSL ,115 35,940 ,855 15,225 39,805 16,070 54,325 18,945 69,905 21,655 87,325 24,360 20.8 24.6 26.0 30.6 35.0 39.4 211/i6n 2.0E PARALLAM* PSL Sy4" 2.0E PARALLAM* PS! GENERAL ASSUMPTIONS FOR NON-TREATED PARALLAM* PSL • Lateral support is required at all bearing points and along compression edge a' intervals of 24" on-center or closer. • Parallam* PSL beams are made without camber; therefore, in addition to corr plying with the deflection limrb of the applicable building code, other consid ations, such ai long term deflection under sustained loads (including creep), ponding (positive drainage is essential) and aesthetics, must be e/aluated. • Roof members shall either be sloped for drainage or designed tr account for • ReducDom applied in accordance with: I994 UBC 1606, 1996 NBC 1606 anc 1 994 SBC 1 604 for floor live load; 1 994 UBC 1 606, 1 996 NBC 1 607 and 1 99 SBC 1 604 for roof five load in non-snow (125%) conditions. • 314" members may be two pieces of 1%" or a single 3%" width beam. 5%" members may be three pieces i%", one piece 1%" with one piece 31/£" or a single 5%" width beam. 7" members may be two piecei 1%" around one piece 3\4" , two pieces 314" or a single 7* width beam. See pages 1 6 and 17 for multiple member beam connections. LA COSTA ENGINEERING 1950 KTLIOGG A VI. CARISBAD, CALIFORNIA 92008 TEL 760-931-0290 rAX4)8-5251 CLIENT_ JOB CALCULATED BY. C 1 V L • S T R U L r U R A L DATE. LA COSTA ENGINEERING 1950 KfLLOGG A V C . CARLSBAD, CALIFORNIA 92008 TU 760-931-0290 rAX438-52S1 EM-MI: Ice nijrt'i'C on necine'.com CIVIL • STRUCTURAL MECHANICAL* Pl.tROLCUM CLIENT. JOB CALCULATED BY. CHECKED BY SCALE DATE DATE SHEET NO.. LA COSTA 1950 KELLOGG AVE. CARLSBAD, CALIFORNIA 92006TEL760-M1 -0290 FAX438-S251 EMAIL: Icenfli4connectnei.com CIVIL • STRUCTURAL MECHANICAL • PETROLEUM DIAPHRAGM SPECS: ROOF:USE%"CDX 24/0 PLYWOOD. NAIL 8d @ 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-U-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) TJI'S, PARALLAMS AND MICROLLAMS - TRUSJOIST MCMILLAN. 7) ALL SHEAR WALLS @ 1ST FLOOR TO HAVE MIN. 4x4 @ EACH END. * - PER SHEAR WALL SCHEDULE LA COSTA ENGINEERING 1950 KTILOGG A V f- .CARLSBAD, CALIFORNIA 92008 1EL 760-931-0290 FAX 438-5251 CMAIl: lcen([r@ connectnet.com CIVIL * STRUCTURAL MFCHANICAL• PETROLEUM CLIENT JOB CALCULATED BY. CHECKED BY SCALE DATE. DATE. SHEET NO.IO .Of : M! /O t i __ I b Mfc? i --n LA COSTA ENGINEERING 1950 K £ M 0 G G AVI. CAKLSBAD, CALIKOKIMIA 92008 TF! 760-931-0290 MX 438-5251 LMAIL: ken8r(?connectntl.com CIVIL • bTHUCTURAL MtCMAMCAL* PCTROLILH1 CLiErvr. JOB CALCULATED BY. CHECKED BV SCALE DATE. DATE. SHEET NO..OF. 6:" , &?$£>(. 'lli a r— ^.A/b C? L*?/- TABLE 23-1I-B-1 1997 UNIFORM BUILDING CODE TABLE 23-D-B-1— NAIUNQ SCHEDULE COWfeCTlON :• " KAILMQ1 1. Joist to silt or girder, toeflafl 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1* x 6" (25 mm x 152 mm) subfloor or leas to each joist, face naU 2-8d '4. Wderthanl' x 6* (25 mm. X 152 nmi)subfloor to each joist, free nafl S. 2*(51mm)subfloortojoistorgirdcr;bEDdaadfacPialI • ' - _. • - ' . 2-16d 6. Sole {date to joist or blocking, typical fee* naflSole pl&te to joist or bloddn&ytbnced wall p 16d at 16* (406 mm) o.c. naced wait panels M6dpeil6*(406mm) 7. Top plate to stud, aid nail 2-16d 8. Stud to sole plate ^ 4-Sd, toenail or 2-16d, end nafl 9. Double studs, face nail 16d at 24* (610 mm) o.c. 10. Doubled top plates, typical free nail I6d at 16* (406 mm) o.c. Double top plates, lap splice ft-16d 11. Ploddng between joisls or rafters to top plate, toenail 12. Rim joist to top plate, toenail ^ 8d at 6" (152 mm) o.c. 13. Top plates, laps and intersections, face nafl 2-16d 14. Continuous header, wo pieces . 16daU6* (406 mm) Q.C, along each edge 15. Ceiling joists to pUtc,toeo»fl • 3-8d 16. Continuous header to stud, toenftil • 4-8d 17. Oiling joists, laps over partitions, face nafl , - 3-16d 18. Ceiling joists to parallel rafters, face Mil 3-16d 19. Rafter to plate, toenail • ^_^_ 3-8d 20. 1* (25 mm)bi*ce to each stud and plate,face n»fl , 2-8d 21. 1* X 8" (25 mm X 203 mm) sheathing or less to each bearing, free nafl '_ __ ' • 2-8d 22. Wider than 1* X 8* (25 mm X 203 mm) steaming to each beating, free nafl 3-8d 23. Buiii-up comet studs 16d *t 24* (610 mm) o.c. 24. Built-up girder *od beams 20d at 32* (813 mm) o.c. at top tad bottom and staggered 2-20d at ends and at each splice 25. 2* (51 mm) plante __ .^_^-^.^_m. _ 2-16d at each bearing 26. Wood structural panels and particleboard:2 Subfloor and wall sheathing (to framing);lh" (12.7 mm) and less • ed3 8d* or ed5 lf/8*-l V (29 mm-32 mm) lOd* or Sd* Combmation subfloor-underiayment (to framing):- V (19 mm) and less • 66^7/a"-l* (22 mm-25 mm) Bd5 W-iV** (29 mm-32 mm) • lOd4 or Bd5 27. (12.7 mm) or less 6d*_ _ 28. nbcrbotrdsbCTthing:'' ""^ " " V (12-7 mm) No.llga.« 6d* No.l6g«.» 25/3,' (20 mm) No.llga* 29. Interior panelingV** (6.4 mm) ' 4d10 3/8* (9J mm) .. 6d" tCommon or box nails may be used except where otherwise stated, ^fafls spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural pawl and particlebotrd diaphragms and shear walls, refer to Sections 231533 and 2315.4. Kails for wall sheathing may be common, box or casing. ^Common or deformed shank.4Cofflmon.5DefomiDd shank."Coirosfon-resisttnl siding or casing nails conforming to the requirements of Section 23043. fasteners spaced 3 inches (76 mm)_on center at exterior edges and 6 inches (152 nun) on center at intermediate sopports.8Corrosion-resistant roofing naOs with 7/x6-iocb-diametor (11 mm) head and iVrfnch (38 mm) tengtb for Vi-inch (12,7 mm) sheathing and !3/4-inch (44 mm) length for ^/^inch (20 mm) sheathineconforming to the requirements of Section 23043. **9Conosion-resistanl staples with nominal7/i6-inch (11 mm) crown and iVa-inch (29 mm) length for Vi-inch (12.7 mm) sheathing and iVz-incb 08 mm) length for ^/sj-inch (20 mm) sheathing conforming to the requnements of Section 23043.10Panel supports at 16 inches (406mm) [20 inches (508 mm) if strength a^m the long dtection of the pan^ unless ou^rwise marked^ spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. "Panel supports at 24 inches (610 mm). Casing or finish natts spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 2-282 13 LJJ QHI O DC UJ XCO MIJ6BUW.PLATE2 S . 2 d • &AGGES l&1L3/&"x &O/C3/&"x fr' LAGSO/C f PREDRIL5 -4 HI 2 •AW s SIL515g 3/ft"0/COS O SIL3/fi"O/Cus X o?I LU oCOor UJ CO <»tu(L JUfl o ; 3 3 ft 3 O UJ D 111iu w•ft PRESE.AN&IONt.a £ «SE3*)|p &NdEw*lijPiii3OiPZH !i8* PI-a d ft-3 oSo g* y55zs oy^gS In KQ -«<&WIU J-Jp Riu ^ofil g^g **<o « s <sNOAT u -- Si olo:tie I « 09r ml -JLtl H O yS _ E (Q u^.a|| s§* u- 500 Q- 5! flj U oo- (4 VARIES SEE PLAN VARIES x X c 1 <0 *1 ' ( * .* • * * « * • • • * * r HI ••• *I.i*- iFOP OF F..J. -^ / // 1— i — 1 / * * * * • * * • « • • * 4 rH-iJ •V ^B• Fr . UUUULL i'LAIL ln< ULAM TOP OF PLATE .. , AV pn*^T FTA FMH OR (2) 2x's .... _,. fvA ni ncviMf; AUGN AT PLYWOOD OR DRYWALL SHEAR PANEL EDGES f. *3/8" PLYWOOD SHTG: PLAN & SCHEDULE FOR NAILING ~~ > 2x4 PT. SILL S TOP OF SLAB NOTES: PLYWOOD SHTG. EXTENDS TO THE TOP OF DOUBLE PLATE 0 ONE STORY AND TO TOP OF FLOOR JOISTS & 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. SPIKE w/(2)-16d EA. BLOCK TO EXISTING SILL PLATE. ALSO ADD 2x4 STUD TO EXISTING STUD ® ADJACENT PANEL EDGES; SPIKE w/16d © 12" o.c. PER LA. CITY MEMO 5/20/94 (FOR RETROFIT ONLY) 0907 IS" PROVIDE B.N. FULL HT. @ KING STUD O EACH SIDE OF OPENING. 4X HEADER PROVIDE B.N. » HEADER IF STRAP IS NOT APPLIED OVER SHEATHING. SIMPSON CS1fe 0 HEADER AND SILL TO BLOCKING NAIL STRAP W/ 8d COMMON NAILS ® 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 BN (5) 16d A35 EA.BLK. SEE SHEAR WALL SCHEDULE WHERE APPLICABLE 2x RAFTERS;( 2x C.J. J 2x PLATE 2x DBL TOP PLT. 0906 NAHEli TYPICAL ROOF RAFTER CEILING JOIST CONNECTION (ALTERNATE,) SCALE' I-I/2" = I-O" DIVISION: WOOD SUB-DIVISION; ROOF FRAMING NUMBCRi LA COSTA ENGINEERING 2382 CAMINO VIDA KOBLE STE I CARLSBAD, CALIFORNIA 92009 TEL 760-931-0290 FAX «M468 EMAIL: IcenBfOeonnectneUom CIVll - STKUCTUKAl MECHANICAL* PETROLEUM n \if04. Mil MST37- POST - SEE PLAN •BEAM - SEE PLAN fflW 0908 (&) BEAM TO POST DETAIL SCALE' 1-1/2" = 1-0" DIVISION- WOOD SUB-DIVISION FRAMING NUMBER' OCEANSIDE TRUSS, INC. Specializing in Roof and Floor Trusses * COMMERCIAL * RESIDENTIAL * 14* ROOM ADDITIONS * * COMPETITIVE PRICING * * FREE AND PROMPT ESTIMATES * 2847 Industry Street 760/722-7696 Oceanside, CA 92054 Fax 760/722-0438 QQ> OS M65WLE 3.5/12 4 VU WTO^ 1313 CHDItflUtfIN III TOP CWROfc»flL5B<D 30- ovew* I* OCWGIOE TBUSS IK H5SUKS W flESKNSIBILITY FOR IPUSSES CUT OR ItSTlLLEE KWWBIY. 33 FUnWEHD JACK OBST FLOOR BT PLATE 3.5/12 mCM 24B2999 ! CALIF FILL 1/12 PITCH 1 ULJF FILL ? £49300! 1 £463002 * 2*9X03 3 2483004 24B30K 3 34B30K 1 24630119 3 2483017 PLATE I 24B300B 5 3X83009 COS IN STRICT MMRHNCE KITH \K 2321.3 PSEFABBIUTED 1AGSOALE 1313 CHIMAQUAPIN CARLSBAD 3.5/12 S 4/12 PITCH 2x4 TOP CHORD 30" OVERHANG TILE ROOF BEVELED END BLOCK * OCEANSIDE TRUSS RESPONSIBILITY OR INSTALLED INC. ASSUMES NO * FOP, TRUSSES CUT IMPROPERLY. * BACKCHABGES ARE NOT ACCEPTED * / // TYPE Gir JK 38 3 AH 2 AHF 1 AHG 2 3CF 1 3H 2 3HT 2 3TB 1 3TC 4 3ID 3 :H a CHF 3 CHI 1 CTF 2 3T 1 DTB 6 DTH 1 :M 7 3CEANS1QE ^RTIFIED Description RAFTER/END JACK FIflST FLOOR B'O1 PLATE 5/12 PITCH 2-182999 CALIF FILL 2483000 4/12 PITCH CALIF FILL 2483001 24B3001 2483002 2483003 2483004 2483005 2483006 2483005 2483007 ID'O' PLATE 2463008 2483009 2433010 34B3011 TRUSS INC.! INSPECTION CLIS IN STRICT ACCORDANCE WITH UBC 2321.3 PREFABRICATED 5 OCTOBER. 2005 STUB S'-9-lB'-9 1/2' STUB Q-3j' * CampuTrus, Inc. Manufacturing * EngfnMrinQ • Computer Syitems WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility 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, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in "Bracing Wood Trusses, HIB-9T, a copy of which will be furnished by CompuTrus 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'-0" o. c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211 II. The CompuTrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicated 18 ga. material is used. All others are 20 ga. General Notes: Bracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing. O.C.CO-9nAUJ5COce CM i V UJs CO K IS 105151619351672320204020828L-U. U.to cow0.0.0. c UJ Ul0. CO Uloio UlMCO :?<?*•^.-•b O) CM K to h" n to Q COW ^r c.T-&?Kb>k en u ^. in "" 60 O £CD•e £ *r 9T»*?**k En O) S- Jo '"" O 5 ^ bcn**"9 ^- b to ;- **" O) K a 8 X ^o>!ntOv..•5- r*. b CO t> <O CM 1*. O Hco oo XCM 900«pmbCDb CD f. to * m CM to a XCM V^b"*EMinb tn En ^t en •«*• tn O n !CO ^X b6,**"*Pflco b CD i- r- b> K X COto X hWmT-covb CO CO •; CD k f-_ X ae to•0 •* ^cnuCO.f^.b CD CD ;: CD k r^ X 5 3 CMcnf^CDbIL V (O ^CO CO r- X 8 * 1.O)iCOb.•b ^ U ^CD ^~ fs. X Hco oo ^ <9to9inbb <o f. m fa in CM CO X to X vr*.b"*I - in tn ^ b T in X n I XCM 5?K•_cni o> V «P T to K toZ IM •5M CMin^*bf^f, j_ h- En i- CO ae z i CM X ??J,^tf^ in 5~ cn J- ^ oe CO i *XN bO>i_K«P^. « b to ^. b F>. 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GEOTECHNICAL, & QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT & 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,, spjl 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^soi} 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- ii;/, Inc. CIVIL. GEOTECHNICAL. A QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT A 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 Che maximum dry density at near optimum moisture content as deterrftmed 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 iiito~ 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 • 760-945-3750 • FAX: 760-945-4221 ii</, Inc. CIVIL. GEOTECHNICAL, * QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT 4 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 San Jacinto 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; 760-945-4227 IMf Engineering, Inc. CIVIL, GEOTECHNtCAL. A 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 Yz inch differential settlements between adjacent footings of similar sizes and loads. '•• '. FOUNDATIONS ^ For foundation design purposes, the following earth pressures:wrere 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 Terzaghis' 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. MELROSEDRIVE #285, VISTA, CA 92083-5497 • 760-945-3750 • FAX: 760-945-4221 Eiif/in cerifi g, Inc, CIVIL. GEOTECHNICAL. S QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT A 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 oeriter. In order to minimize vapor transmission, an impermeable membrane (ie: 6 mil visquecn) shall be plafced over 2 inches of clean, poorly graded, coarse sand, decomposed granite*; or crushed rock. The mea&rane'shall be covered with 2 inches of sand to protect it during construction arid 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 witess oth^rwtee stated on the Building Plans. ~ Footings located on or adjacent to the top of slopes shall be extended te-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 to1 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 conclusions 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 1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 • FAX: 760-945-4221 ffrif/ifiecrifi;/, Inc. CIVIL, GEOTECHNICAL. A QUALITY ENGINEERING FOUNDATION DESIGN • LAND SURVEYING • SOIL TESTING CONSTRUCTION MANAGEMENT* MSPECTtQN 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 providcff under the terms of this agreement, and included in the Report. B & B Engineering Inc. and Associates appreciate this opportunityrtoJbe of service. Should you have any questions regarding this project, please, do not. hesitate to contact us. . . Sincerely, ur C. BeardRCERGE Chief Engineer 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 • 760-945-3150 • FAX: 760-945-4221 2000 1600 LU £T 1200 K CO o: < 800 UJ X V) 400 400 800 1200 1600 NORMAL LOAD (PSF) 2000 SOIL TYPE &KOWtJ SlLTW ^AAJO u> •oc3 2 O £ok. X BORING NO. (BN) TP-1 DEPTH (ft) £' WOtSTURE (%) ;2,5% COHESION (PSF) 3&9ps-f ANGLE OF FRICTION (o ) zs° It&IIEngineering, inc. CIVIL, OEOTECHNICAL, A QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION A SOIL TESTING * CONSTRUCTION MANAGEMENT 4 INSPECTION So To' SOT 1104-JkJl/ SHEARING STRENGTH TEST CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 2)CF-1R RAGSDALE ADDITION 8- 1 8-05 1313 CHINQUAPIN, CARLSBAD project M dress DELLCO 760-940-0064 Documentation AUtnor isiepnone PRESCRIPTIVE PACKAGE D 7 uate Building ft matt Plan Check / Date i-ieio utecK / uaie Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: Total Conditioned Slab Floor Area: Building Type: (check one or more) j__J Single Family | | Multi-Family 416 416 Average Ceiling Height: |X| Addition j | Ex isting-PI us-Addition Front Orientation:SOUTHEAST Number of Dwelling Units: Number of Stories: RADIANT BARRIER (required In climate zone 2, 4, 8-15) BUILDING ENVELOPE INSULATION North <Sougj)£EasrjWe5t / All Orientation (Input front orientation In degree from True North and circle one) Floor Construction Type: <5tab, / Raised Floor (circle one or both) Required for this submital _yes X.no Component Type Wall ROOF FLOOR SLAB EDGE Frame Type wd=wood stl=steel WD WD Cavity Insulation R-Value R-13 R-30 Sheathing Insulation R-Value Total R-Value * Assembly U-Fartor * Location /Comlents (attic, garage, typical, etc.) *For prescriptive compliance. Total R-Value and U-Factor are not required fora wood-framed wall that meets cavity R-value insulation requirements tor the Prescriptive Package; FENESTRATION PROPOSED FENESTRATION = 198 SQ.FT.Shading Devices Fenestratlon #/Type/Pos. Front Left Rear Right Skylight Orientation SOUTHEAST SOUTHWEST NORTHWEST Area (ftA2) 48 78 72 Fenestratlon U-Factor .75 .75 .75 Fenestratlon SHCC .40 .40 .40 Exterior Shading An. Overhangs/ Fins REMOVED FENESTRATION : 4040(16)+ 2-1440(l0.5)+8068(53.5) 3050(15)+2-6040(48) + 2030(6) TOTAL ALLOWED FENESTRATION : 149 +• 83 m 232 sq.ft. 03/31/2005 15:30 FAX 16194841901 TEAGUE INSURANCE POLICYHOLDER CORY P.O. 80X420807, SAN FRANCISCO, CA 94142-0807 FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE COMPENSATIONI N • U * A N « « GROUP: 0000*6POLICY NUMBER; 14976-zcoS CERTIFICATE ID; 10CERTIFICATE EXPIRES: 01-01-200501-01-200S/01-01-2CO* ISSUE DATIl 03-31-2005 CITY OF CARLBBAO BUILDING & PLAHHINO DHPT, 1«35 FARADAY AVB. CARLSBAD CA 92008 This is to certify that we have issued a v&ild Worker's Compensation Insurance policy irt a form approved by the California Insurance Commiwlorwr to the employer named below for the poBcy period indicated, This policy ifi not subject to cancellation by the Fund except upon 30 days advance written notice to the employe1. We win also give you 30 days advance notice should thl» policy be cancelled prior to Its normal expiration. This certificate of Insurance Is not an insurance policy and does not amend, extend or after the coverage afforded by thepolicy listed herein. NotwIthttandlnQany requirement, term or condition of any contract or other document withrespect to which this-certificato of insurance may be issued or to which it may pertain, the: insurance afforded by the policydescribed herein is subject to all the terms, exd jsions, and conditions, of such policy. WTHOWZEO REPRESE^AIWE PKSSIDEKT 9TAHDAK& tXCtiOflXOUTi INDIVIDUAL BH7LOTEKS AND HDS&AHD AND WI7B BMPLOYERS ARX NOT ZLIOXBLE fOR BHZTEFITB AS SHPLOYBHS UNSBR, THIS POLICY. EMPLOYIR'S LIABILITY LIMIT IKCLCDIKC DBFBWSB COSTS! $1, 000,000 PB ENDORS3HENT #2055 BKTITLBD CBRTIFICATB HOLDERS' NOTICS BmCTIVB 02-03-2005 IS TO AMD FOXK6 A PART OP THIS POLICY. EMPLOYER flQTO, ROBERT AMD 60TO, CONNIE 300 CARLSfcAD VILLAGE DR CAKL9BAD CA 92009 [B18.SD1, (Wll* 15WZE Aee^siihl« »fWW*t» twty IT rtu t» a falrt watarrnoikthil Mdi "OWIOIAL STATE FUND DOCUMENT