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Home My WebLink About2168 AVENIDA TORONJA; ; CB090343; Permit04-14-2009 Page 1 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No Building Inspection Request Line (760) 602-2725 CB090343 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title Applicant WARREN SCOTT STE 200 763 2ND ST ENCINITAS 92024 7609438180 2168 AVENIDA TORONJA CBAD RESDNTL 2552611700 $30,000 00 0 0 Sub Type Lot# Construction Type Reference # Structure Type Bathrooms RAD 0 NEW STACKLE RES- ENCLOSE EXISTING Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 03/03/2009 LSM 04/14/2009 04/14/2009 LOFT TO MAKE 4TH BEDROOM, ADD 226 SF OVER 1 ST FLOOR Plan Check# Owner STACKLE MARK D&JENNIFER L 2168 AVENIDA TORONJA CARLSBAD CA 92009 Ong PC# Fee Description Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Green Bldg Standards (SB1473) Fee Park In Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 pee Renewal Fee Add'! Renewal Fee Other Building Fee Potabie Water Connection Fee Add'l Potable Water Connection Fee Reclaimed Water Connection Fee Add'l Reclaimed Water Connection Fee BUILDING TOTAL CFD Payoff Fee PFF PFF (O"y Fund) License Tax License Tax 'CFD Fund) Traffic impact F^ee Traffic Impact (CFD Fund) LFMZ ~\ ransportation Fee Sidewalk Fee Plumbing Issue Fee Fixture or Trap Building Sewer Roof Dram Install/Repair Water Line Water Heater and/or Vent Gas Piping System Vacuum Breaker Other Plumbing Fees PLUMBING TOTAL Units Ext Fee 0 0 DATE SIGNATURE BUILDING PLANS IN STORAGE ATTACHED $287 16 $000 $18665 $000 $000 $300 $1 00 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $477 81 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-14-2009 1 ^ Page 2 Fee Description Electric Issue Fee Single Phase per AMP Three Phase per AMP Three Phase 480 Per AMP Remodel/Alteration per AMP Remodel Fee Temporary Service Fee Test Meter Fee Other Electrical Fees ELECTRICAL TOTAL Mechanical Issue Fee Install/Furn/Ducts/Heat Pumps Fee Fireplace Installation Fee Exhaust Fan Fee Installation/Relocation Vent Fee Hood Fee Boiler/Compressor to 15HP Fee Other Mechanical Fee MECHANICAL TOTAL Housing Impact Fee Housing In Lieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Meter Fee SDCWA Fee HMP Fee Additional Fees TOTAL PERMIT FEES Residential Permit Permit No CB090343 Units Ext Fee $1000 0 $000 0 $000 0 $000 0 $000 $1000 $000 $000 $000 $2000 $1500 1 $900 0 $000 0 $000 0 $000 0 $000 0 $000 $000 $2400 $000 $000 $000 $000 $000 $000 $000 $000 $000 $521 81 Total Fees $521 81 Total Payments To Date $521 81 Balance Due $000 City of Carlsbad 1635 Faracjay Ave , Carlsbad, CA 92008 760-602-27171/ 2718/2719 Fax 760-602-8558 www carlsbadca gov Building Permit Application Plan Check No Est Value Plan Ck. Deposit ! SUITE»/SPACE#/UNIT# CT/PROJECT n ft OF UNITS (1 BEDROOMS DESCRIPTION OF WORK Include Square Feet of Affected Area(s) # BATHROOMS TENANT BUSINESS NAME J_ CONSTR "TYPE EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YES D #NO D AIR CONDITIONING YES D NO f FIRE SPRINKLERS YES ^ NO D ADDRESS ST. CITY STATE PHONE CITY EMAIL EMAIL PROPERTY OWNER NAME ADDRESS OTY STATE ZIP CONTRAfiJOR BUS N, _. -jj—' IADDRESS H 7*2-£ CITY STATE ZIP EMAIL ARCH/DESIGNER NAME «. ADDRESS CLASS13 CITY BUS JJC ff (Sec 7031 S 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 'igned statement that he islicensed pursuant to the provisions of the Contractor s License Law {Chapter 9 commending with Section 7000 of Division J of the Business and Professions Code} or that he is enempt there from and the basis for the alleged exemption Any violation ofSection 70! IS by any applicant for a permit subjects the applicant to a civil penalty ol not more than five hundred dollars {JSOO}) "ViSi Workers' Compensation Declaration / hereby affirm under penalty ol perjury one ol the following declarations O 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 L"J 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 workers compensation insurance carrier and policy number are Insurance Co Policy No Expiration Date Thissgclton need not be completed if the permit is for one hundred dollars ($100) or less S*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 sub|ect 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, damagrJ^s,pr8videdJor in SecUpn 3706 of the Labor code, interest and attorney's fees / / & CONTRACTOR SIGNATURE dP"/? *£^c. *•"' ^— DATE <' /H O / hereby affirm that I am exempt from Contractor s License Law for the following reason G 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 lor 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 burdon of proving that he did not build or improve for the purpose of sale) G 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 proiects with contractor(s) licensed pursuant to the Contractor s License Law) CI I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the maior labor and materials for construction of the proposed property improvement d Yes O No 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 / 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 / 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 / type of work) x£S"pROPERTY OWNER SIGNATURE DATE 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 Act7 O Yes Cl No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district17 Q Yes n No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' O Yes O No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representative 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 stones in height 180 days from the date of such permit or if the buildjricior work auJMSJized by such permit is suspended or abandoned at any time after the work is commenced for a penod of 180 days (Section 106 4 4 Uniform Building Code) ^APPLICANT'S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For 05/20/2009 Permit* CB090343 Title STACKLE RES- ENCLOSE EXISTING Inspector Assignment PY Description LOFT TO MAKE 4TH BEDROOM, ADD 226 SF OVER 1ST FLOOR LIVING ROOM TO MAKE PLAYROOM 2168 AVENIDA TORONJA Lot 0 Type RESDNTL Sub Type RAD Job Address Suite Location APPLICANT WARREN SCOTT Owner STACKLE MARK D&JENNIFER L Remarks Phone 7608155507 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By J T MONTIFUERTE Entered By CHRISTINE Act Comments Commenls/Notices/Holds Associated PCRs/CVs Original PC# Date 05/14/2009 05/14/2009 05/06/2009 04/30/2009 04/30/2009 04/30/2009 04/30/2009 Inspection Historv Description 14 18 17 14 24 34 44 Frame/Steel/Bolting/Weldmg Exterior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Weldmg Rough/Topout Rough Electric Rough/Ducts/Dampers Act we AP AP AP we AP AP Insp PY PY PY PY PY PY PY Comments EsGil Corporation In Partnership with government for (Building Safety DATE March 1O, 20O9 __ JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 090343 SET I PROJECT ADDRESS 2168 Avenida Toronja PROJECT NAME SFD Addition for Stackle XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to X] Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Bert Domingo Enclosures EsGil Corporation D GA D MB D EJ D PC 3/5/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 DATE City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST PLANCHECK KIO /fCB/FJC<Q9^ ^7 "V^' PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER "2 ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see the attached list of outstanding issues marked with O Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/oi specifications to the Building Dept for resubmittal to the Engineering Dept Only the applicable sheets have been sent By By By By Date Date Date Date By FOR OFFICIAL USE ONLY TION TO ISSUE BUILDING PERMIT Date , D D D D D D D ATTACHMENTS Engineering Application Dedication Checklist Improvement Checklist Neighborhood Improvement Agreement Grading Submittal Checklist Right-of-Way Permit Application and Info Sheet Storm Water Applicability Checklist/Storm Water Compliance Exemption Form ENGINEERING DEPT CONTACT PERSON Name Address Phone NOTE: associat with the need to WALL PE KATHLEEN M. FARMER City of Carlsbad 1635 Faraday Avenue, Carlsbad, CA 92008 (760) 602-2741 If there are retaining walls ed with your project, please check Building Department if these walls be oulled by separate RETAINING ERMIT. 92008-71635 Faraday Avenue • Carlsbad, CA 314 • (76O) 602-272O • FAX (760) 6O2-8562 BUILDING PLANCHECK CHECKLIST RD D 3 D SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale. Show D North Arrow F. Right-of-Way Width & Adj Streets lu. Existing & Proposed Structures /G^Driveway widths G/Existmg Street Improvements -^y Existing or proposed sewer lateral /0 Property Lines (show all dimensions) -T^ Existing or proposed water service Easements /J Existing or proposed irrigation service K Submit on signed approved plans DWG No 2 Show on site plan 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/Lot Number For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE ,.ST 2ND 3RD O G G 4a Project does not comply with the following Engineering Conditions of approval for Project No G O G 4b All conditions are in compliance Date DEDICATION REQUIREMENTS G 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad Municipal Code Section 1840030 For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605 00 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 YJ x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS G 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows BUILDING PLANCHECK CHECKLIST ,ST ND2 D RD3 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 $441 00 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D D D D D 6c Enclosed please find your Neighborhood Improvement Agreement return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date Please 6d No Public Improvements required improvements found adiacent to SPECIAL NOTE Damaged or defective building site must be repaired to the satisfaction of the City Inspector prior to occupancy D D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15 16 of the Municipal Code O 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 NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) All required documentation must be provided to your Engineering Construction Inspector per the attached list The Inspector will then provide the Engineering Counter with a release for the Building Permit n 7d No Grading Permit required PROJECT INSPECTOR: PROJECT ID: CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE DATE: GRADING PERMIT NO. LOTS REQUESTED FOR RELEASE: N/A= NOT APPLICABLE •/- COMPLETE 0= Incomplete or unacceptable 1st itid 1 Site access to requested lots adequate and logically grouped 2 Site erosion control measures adequate 3 Overall site adequate for health, safety and welfare of public 4 Letter from Owner/Dev requesting partial release of specific lots, pads or bldg 5 8/4x11" site plan (attachment) showing requested lots submitted 6 Compaction report from soils engineer submitted (If soils report has been submitted with a previous partial release a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases) 7 EOW certification of work done with finish pad elevations of specific lots to be released Letter must state lot(s) is graded to within a tenth (1) of the approved grading plan 8 Geologic engineer's letter if unusual geologic or subsurface conditions exist 9 Fully functional fire hydrants within 500 feet of building combustibles and an all weather road access to site are required L~H Partial release of grading for the above stated lots is approved for the purpose of building permit issuance Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process CH Partial release of the site is denied for the following reasons Project Inspector Date Construction Manager Date ,ST ND2 D •>RD D BUILDING PLANCHECK CHECKLIST 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 dram, sewer and water utilities Right-of-Way permit required for D D 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey Fax or mail to Enema Wastewater Authority, 6200 Avenida Enemas, Carlsbad, CA 92011, (760) 438-3941, Fax (760) 476-9852 STORM WATER COMPLIANCE D D 10a D Requires Project Storm Water Permit PSP_ D Tier I/Tier II (Requires SWPPP) - Please complete attached forms D Exempt - Please complete attached exemption form STORM WATER APPLICABILITY CHECKLIST D 10b D Priority Project FUNot'fequired / FEES 11 D Required fees are attached D Drainage Fee Applicable Added Square Fee Added Square Footage in last two years'? Permit No Permit No .yes.no D Project Built after 1980 yes no Impervious surface > 50% yes no Impact unconstructed fac yes no Fire Sprinklers required yes no (is addition over 150' from CL) Upgrade yes no b fees required I/) II BUILDING PLANCHECK CHECKLIST WATER METER REVIEW ^ST 2ND 3RD D D D 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 • 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 D D D 12b Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" 1 If the improvement plans do not list the irrigation meter and the i 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 the Planning Dept Landscape Consultant 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 BUILDING PLANCHECK CHECKLIST ..ST 2ND -5RD CH 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this 13 Additional Comments:D ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Address Bldg Permit No Prepared by Date Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units EDU's Types of Use Sq Ft /Units EDU's APT CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units ADTs Types of Use Sq Ft /Units ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)D NO D 1 PARK-IN-LIEU FEE PARK AREA & # FEE/UNIT X NO UNITS =$ Reso No Line Item D 2 TRAFFIC IMPACT FEE ADT's/UNITS X FEE/ADT =$ D 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 DIST #2 DIST #3. ADT's/UNITS X FEE/ADT =$ D 4 FACILITIES MANAGEMENT FEE ZONE UNIT/SO FT X FEE/SO FT /UNIT =$_ D 5 SEWER FEE EDU's X FEE/EDU =$_ BENEFIT AREA EDU's X FEE/EDU =$_ D 6 DRAINAGE FEES PLDA HIGH MEDIUM LOW_ ACRES X FEE/AC =$ D 7 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION TOTAL OF ABOVE FEES* $ Word\Docs\Mi8forms\Fee Calculation Worksheet Rev 7/14/00 Storm Water Compliance Exemption Form I am applying to the City of Carlsbad for the following type(s) of construction permit (El Building Permit [Right-of-Way Permit CD My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* Tierl D A/o Threat Assessment Criteria My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level My project does not meet any of the High, Moderate or Low Threat criteria described below - Low Threat Assessment Criteria /K lihA- F) My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria • Results in some soil disturbance, and/or • Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) Tier 2 • Moderate Threat Assessment Criteria | | My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15 16 of the Carlsbad Municipal Code), or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct 1 through April 30) Tier 3 - Significant Threat Assessment Criteria [ | My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or moie acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas and/or [ | My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas or, | | My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s) / certify to the best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards 'The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or highte Construction SWPPP Tier Level is warranted PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB090343 DATE 3/5/09 ADDRESS 2168 AVENIDA TORONJA RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER LOFT INFILL-NO CHANGES IN BLDG. OR BLDG. HEIGHT PLANNER GINA RUIZ ENGINEER DATE 3/5/09 DATE II UIIMINpllVTRR/PLAitt'M/tMIIMERINi; APPROVALS IPALOS fflS-VERDES ft. Jin Engineering Civil and Slruciural Consulting O Please Respond To 6027-1 Paseo Delicias PO Box 2211 Rancho Santa Fe California 92067-2211 858 759 2434 858 759 8324 FAX ranchosantafe@pvec com O Please Respond To 27520 Hawthorne Blvd Suite 250 Rolling Hills Estates California 90274-3512 310541 5055 310541 0321 FAX info@pvec com Structural Calculations Residential Remodel Prepared For Warren Scott Architecture 763 2nd Street, Ste 200 Encimtas, CA 92024 Project Stackle Residence 2168 Avemda Toronja Carl 2009 Paul S Christenson RCEC57182,exp 12/31/09 PROJECT ENGINEER February 2,2009 PVECFileNo. 24-09-033 PALOS VERDES ENGINEERING CORPORATION 6027-1 Paseo Delicias * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 V 1 0 Design Criteria* Code Timber Stackle Residence 24-09-033 2007 California Building Code - ASCE 7-05 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing DF-L #2 (unless noted otherwise) 2x Rafters & Joists DF-L #2 " Posts & Beams DF-L#1 " Glue-Lam Beams Sheathing Engineered Framing Concrete Concrete Block Mortar Grout Reinforcing Steel Structural Steel Simple Span Cantilevers Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Mm APA-Rated Sheathing, Exposure 1, Plywood or OSB (UNO) Wood I-Joists LVL, PSL TJI 110,210,230,360,560 ICCESR-1153 1 9E Microllam, 2 OE Parallam ICBO ER-4979 Compressive Strength @ 28 days per ASTM C39-96 Footings f c = 2500 psi Grade Beams f c = 3000 psi Grade N-I per ASTM C90-95, f m = 1500 psi per ASTM E447-92 Type S Mortar Cement per ASTM C270-95, Mm f m = 1800 psi @ 28 days Coarse Grout w/ 3/8" Max Aggregate per ASTM C476-91, Mm f m = 2000 psi @ 28 days #4 & Larger #3 & Smaller ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) ' W Shapes ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes ASTM A53, Grade B, Fy=35 ksi Welding Electrodes Bolts Soils References Structural Steel A615-60Rebar E70-T6 E90 Series Sill Plate Anchor Botls & Threaded Rods Steel Moment & Braced Frames 1000 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, UNO) Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicms * P O Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-09-033 SHEET NO * CALCULATED BY CHECK BY SCALE PSC OF " DATE "DATE 2/2/09 2 0 LOAD LIST 2.1 Roof (Vaulted) Roofing 15/32" Sheathing Roof Framing 5/8" Gyp Bd Insulation and Misc 70 psf 1 5 psf 26 psf 28 psf 1 1 psf SDL = 150 psf SLL = 20 0 psf Total Load = 350 psf 2.2 Roof (w/ ceiling) Roofing 7 0 psf 15/32" Sheathing 1 5 psf Roof Framing 1 3 psf Insulation and Misc 1 2 psf SDL = HO psf SLL = 20 0 psf Total Load = 31 0 psf 2.3 Ceiling Ceiling Joists 5/8" Gyp Bd Insulation and Misc 1 3 psf 28 psf 1 9 psf SDL = 60 psf SLL= 100 psf Total Load = 160 psf 2.4 Walls Exterior Wall Interior Wall 7/8" Stucco 15/32" Sheathing 2x4 Studs @ 16"oc 5/8" Gypsum Bd Misc 90 psf 1 5 psf 1 1 psf 28 psf 06 psf SDL= 150 psf 1/2" Gyp Bd (2 Sides) 2x4 Studs® 16"oc Misc 46 psf 1 1 psf 23 psf 80 psf Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias * P O Box 2211 * Rancho Santa Fe: CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-09-033 SHEET NO CALCULATED BY CHECK BY SCALE OF PSC DATE 2/2/09 DATE 2.0 LOAD LIST (CONTIN) 2.5 Floor Floor Cover 5 5 psf Sheathing 2 3 psf 2x F J 31 psf 5/8" Gyp Bd 28 psf Insulation and Misc 1 3 psf 2DL= 150 psf 1LL = 40 0 psf Total Load = 55 0 psf 2.6 Wind Ps = AKztTPs30 P = 15 9 psf 2.7 Seismic SMS = FaSs SMS= 1222 SDS = (2/3) SMS SDS= 0815 r<;= SDS (R/D Cs= 0125 USE V=C,WDL V= 0 125 WDL ASP BASE SHEAR Basic Wind Speed = WIND PARAMETERS 85 mph Exposure Cat = B (ASCE 7 -Equation 6-1)A = 1 00 (fig 6-3) Ps30 = Kzi = 1 00 (fig 6-4) I = 159 psf (fig 6-3) 1 0 (table 11 5-1) (114-3) USGS APPLICATION Ss= 1 197 S,= 0449 Fa= 1 02 Fv= 1 55 R = 6 5 I = 1 00 hn = 1200 Occupancy Category 2 Site Class D SEISMIC DESIGN CATEGORY [ <075 S1 > 0 04 SS>Q 15 (11 6 ASCE 7-05) (1141 ASCE 7-05) Equation 128-1 Applies :C,*(hn)075= 0 129 = SD,/SDS. 0464 k= 1 0 Seismic Design Category Ta < (0 8)Ts, OK Ta<05 D v _V 4cn~-CSWDL 1 4 VASD= 0090WPL Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33 078 Longitude = -117 262 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1 0 ,Fv = 1 0 Data are based on a 0 01 deg grid spacing Period Sa (sec) (g) 02 1 197(Ss, Site Class B) 10 0449(81, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33 078 Longitude = -117 262 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1 021 ,Fv = 1 551 Period Sa (sec) (g) 02 1 222 (SMs, Site Class D) 10 0 697 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33 078 Longitude = -117 262 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1 021 ,Fv = 1 551 Period Sa (sec) (g) 02 0815 (SDs, Site Class D) 10 0 465 (SD1, Site Class D) D Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicias * P 0 Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB SHEET NO | CALCULATED BY CHECK BY SCALE 24-09-033 OK PSC DATE 2/2/09 DATE 4.0 FLOOR FRAMING 4 l(FB-lff-UZT i 4- I :43(FB-3V '&• i\V Hx, ^s \n\ ^u Floor Load Tables Irus Joist • 7JI® Jo/si Specifier s Gu/rtP ?025 • lamiaiy -'OO'i Floor— 100% (PLF) Depth 9W 11 '/i 14' 1fil, Indicates TOTAL LOAD value controls . 8' h TJ1® Live Load Total L/460 Load lfo ' 190 210 ' " 210 230 236 110 ' 190 210 ' 210 i 230 ' 236 360 ' 241 560 ' 294 110 190 210 210 230 ' 236 360 ' 241 560 ' 294 HT j Live Load Total L/480 Load 127 T52 1 147 169 159 190 _, 152 169 190 19~3 152 169 190 193 236 210 ' 210 ! f 169 230 ' 236 360 ' 241 560 ' 294 190 193 236 Joist Clear Span 12' 14' live Load Total «' ._ Live Live Load Total L/480 Load j L/480 Load Load Total L/480 Load 77 127 ! 50 95 90 141 98 158 12? 141 158 162 59 114 64 126, 83 109 97 121 105 136 136 139 127 ' 109 141 > 121 158 ' "136" 40 81 44 88 j 57 92 67 106 73 119 95 121 18' Live Load Total 20' Live Load Total L/480 Load L/480 Load •• J 48 87 52" 97 69 108 '_m' 148 LlPJ__132 83 95 96 106 104 119 162 ' 139 , * 12~1 197 , ' " "169 T" '' " 148" 141 158 162 121 106 1~36 ' 119 ' " 139' '""""121" 59 85 69 94 75" " 106 98 108 22' , 24' Live i LHve Load Total ' Load Total L/480 Load ' L/480 Load 1 l_ _ ! L .. I 39 78 51 97 76 119 1 i 39 78 , ,.-_5iL__J!L8_i _45 9.1 51 84 , 56 93 , 43 77 73 97 , *" 132 ! 107 119 L 93 94 1 69 85 | 100 106 r • "" "roe 197 j ' 169 J ' 148 j * 132 j 75 95 ! ' 97 ' ' 119 56 88 i 44 81 83 108 ' 65 99 53 77 i 57 87 [ i 75 88 | 59 81 108 ; 86 99 How to Use This Table 1 Calculate aciual total and live load in pounds per linear loot (plf) 2 Selccl appropriate JOIST CLEAR SPAN 3 Scan down Ihe column lo find a TJI® joist that meets or exceeds actual total and live loads General Notes • Tables are based on - Umlocm loads - No composite action provided by sheathing - More restrictive of simple or continuous span • TOTAL LOAD limits joist deflection to L/240 LIVE LOA.O is based on joist delleclion ol L/480 • H a live load deflection limit of L/360 is desired, multiply value in LIVE LOAD column by 1 33 The resulting live load shall not exceed the TOTAL LOAD shown PSF to PLF Conversions Spacing 20 Load i 30" 12 20" 16" 27 192' 32 24" -10 25 40 50 *T "IT" i 55 60" 30 .36 . 40 45 5jf ~55 60" 40 . 4.7 _ 5.4 60 67 " 74 " 80" 48 56 64 72 80" 88"" 96" JA 7_°._ 80__90_ 100 110 120 Palos Verdes Engineering PO Box 2211 Rancho Santa Fe, CA 92067 (858) 759-3434 (858) 759-8324 (Fax) Title Dsgnr Description Scope Date Job# 2 28PM 30 JAN 09 Rev 530002 User KW 0606948 Ver 5 8 0 1 Dec 2003 (c)19B3 2003 ENERCALC Engineering Software Timber Ledger Design Page 1 stackle ecw Calculations Description Ledger Beam [General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined Ledger Width Ledger Depth Bolt Diameter Bolt Spacing Load Duration Factors Live Load Short Term 2 500 in 9 500 in 5/8" 16000m 1 000 1 330 Uniform Load Dead Load 98 00#/ft Live Load 260 00#/ft Horizontal Shear 18000#/ft Douglas Fir - Larch, No 2 Fb Allowable 875 0 psi Fv Allowable 95 0 psi Point Load Dead Load Live Load Spacing Offset 0 00 ibs 0 00 Ibs 000ft 0 00 in Ledger Stresses Load Combination Maximum Moment Bending Stress Stress Ratio MaximumShear Shear Stress Stress Ratio PL * LL 636 44 m-# 1692 psi 0019 322 57 Ibs 13 58 psi 0143 DL + ST 17422 in-# 4 63 psi 0004 88 30 Ibs 3 72 psi 0029 DL + LL + ST 636 44 m-# 1692 psi 0015 322 57 Ibs 13 58 psi 0107 Bolt Loading Note Bolt Design Value from NDS 8 2 / UBC 23 Using Douglas Fir-Larch Stress Summary Max Vertical Load Allow Vertical Load Max Horizontal Load Allow Horizontal Load Angle of Resultant Diagonal Component Allow Diagonal Force Final Stress Ratio DL + LL 477 33 Ibs 3,150 00 Ibs 0 00 Ibs 5,600 00 Ibs 90 0 degrees 477 33 Ibs 61276 Ibs 0 779 1 00 DL + ST 130 67 Ibs 4,189 50 Ibs 240 00 Ibs 7,448 00 Ibs 28 6 degrees 273 26 Ibs 1,101 47 Ibs 0 248 1 00 DL+LL+ST 477 33 Ibs 4,18950 Ibs 240 00 Ibs 7,448 00 Ibs 63 3 degrees 534 27 Ibs 81774 Ibs 0 653 1 00 [ Summary | Stress Summary DL + LL Wood Bending Stress Ratio 0019 Wood Shear Stress Ratio 0 143 Bolt Stress Ratio 0 779 1 00 1 00 1 00 DL + ST 0004 0029 0248 1 00 1 00 1 00 Wood Stress & DL+LL+ST 0015 100 0107 100 0 653 1 00 Bolts OK Palos Verdes Engineering Corpation 6027 I Paseo Delicias PO Box 2211 (858) 759-2434 (858) 759 8324 (Fax) p3ul@p_yec com [Wood Seam Design. Ue.#.'KW..06M6948 TitleDsgnr Project Desc Project Notes Prmteia 1W ; 1Bai2!»8.Vert,9.i} 1*27083 Licerw* Owner Description (FB 3} Exlsfg Fir Bin-Alternate Material Properties Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7*05 Wood Species Truss Joist Wood Grade Parallam 2 OE Fb - ComprFb Tension Fc-Prll Fc Perp Fv Ft 2 9000 psi 2, 9000 psi 1,6000psi 6500 psi 290 0 DSI 1 ,000 0 psi Beam Bracing Beam is Fully Braced against lateral-torsion buckling Calculations per IBC 2006 CBC 2007, 2005 NOS E Modulus of Elasticity Ebend-xx 2.000 Oksi Erwbend - xx ksi Density 34150pcf g*""";te'''S"r '"""""' -*'*"*™'*' '•••"»-•' •••••>•"—»• -=• -•£ Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load D = 0 1880 L = 0 330 M, Extent = 00 ->* 8 0 ft, Tributary Width = 1 0 ft Uniform Load D - 0 1880. L = D 550 WFl, Extent - 3 0 -»13 50 ft, Tributary Width -10 ft .DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for thi$ span fb Actual = FB Allowable = Load Combination Location ot maximum on span = Span # where maximum occurs Maximum Deflection ,' Max Downward Live Load Deflection = Max Upward Live Load Deflection Live Load Deflection Ratio Service loads ontQKjd Load Factors will be applied for calcuiations 08971 26875x11 875 2,601 72psi 2,900 OOpSi Max Downward Total Deflection Max Upward Tptal Deflection Total Deflection Ratio 7 248tt SpanSM 0411 m 0 000 m 394 0 608 m 0 000 in 266 Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load CombinationLocation of maximum on spgn Span # where maximum occurs ....'Design OK 10622 26875x11 875 180 28 psi 290 00 psi 12594ft Span fl 1 Overall Maximum Deflections - Unfgctored Loads SpanLoad CombinaDon Max " ' Defl Locaton in Span D * Lr + L 1 OW*" 6886 Maximum Deflections for Load Combinations - Unfavored Loads load Combination Max -i- DeH Location in Span OOOCO 0 OOC Load Coinl«natiOi> "~OOfl\Y I. Only Lr-tL Only D •• Lr * L Span Max Downward Defl Location in ipan upwan) Defl uocatw m Sp*i 01970 04109 04109 0607B 679i 6 977 6977 6886 OCODQ 0 0000 00000 00000 ODDQ 0000 OOOD QCOO Maximum Vertical Reactions - Unfactored Load Combination Support 1 Support <<•" Iwi' I 0 Owy LCnly Lr-Lftily 1 320 2474 Support 2 Tsi'T" 1 320 3191 3191 SOlbd 600H-S0-ybW D Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Dehcias * P 0 Box 2211 * Rancho Santa Fc, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB SHEET NO 7 CALCULATED BY CHECK BY SCALE 24-09-033 OF PSC DATE 2/2/09 DATE 4.0 FLOOR FRAMING (CONTIN.) i """ ' " " " '" " ' "™ '4 4 (FB-4)j ;4 5 (FB-5); '" .' ' ^4 ' : "i'fir^ i. ^ .I I ' • . r ' / ' 46(FB-6)' Palos Verdes Engineering Corpation 6027-1 Paseo Delicias PO Box 2211 (858) 759-2434 (858) 759-8324 (Fax) paul@pvec com Title Dsgnr Project Desc Project Notes Job# \ Wood Beam Design ENERCALC, INC 1983-2008 Ver'6 019 "Si 27083 Description (FB-4) Exist'g Fir Bm Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Fb-Compr 2,9000 psi Fb-Tension 2,9000 psi Fc - Prll 1,600 0 psi Wood Species Truss Joist Fc-Perp 6500 psi Wood Grade Parallam 2 OE Fv 290 0 psi Ft 1,000 0 psi Beam Bracing Beam is Fully Braced against lateral-torsion buckling E Modulus of Elasticity Ebend-xx 2,0000ksi Emmbend-xx Density 0 Oksi 34 150pcf ' t * * V •£.•«%"' ':'.,'•.....' •••''' • .'1>': ;• Ji^^^i^. ^ ' ' ' ' : ' V. 35x11 875 V ' c. Applied Loads _ __ • •• Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load D = 0 020, L = 0 050 k/ft, Tributary Width = 1 0 ft Point Load D = 1 30, L = 3 50 k @ 1 50 ft Point Load D = 1 0, L = 2 80 k (5) 5 0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb Actual FB Allowable Load Combination Location of maximum on span 0889 1 35x11 875 2,577 57psi 2,90000psi +D+L+H 4 973ft Span # 1Span # where maximum occurs = Maximum Deflection Max Downward Live Load Deflection = 0 346 m Max Upward Live Load Deflection = 0 000 in Live Load Deflection Ratio = 450 Max Downward Total Deflection = 0 479 m Max Upward Total Deflection = 0 000 m Total Deflection Ratio = 325 Overall Maximum Deflections • Load Combination Unfactored Loads Span Service loads entered Load Factors will be applied for calculations Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs 0875 1 35x11 875 253 61 psi 290 00 psi +D+L+H 0000ft Span#1 Max "-" Defl Location in Span Load Combination Max "+" Defl Location in Span D + Lr-t-L 1 04791 6020 Maximum Deflections for^Load'Combmations - Unfactored Loads Span 00000 0000 Load Combination Max Downward Defl Location in Span Max Upward Defl Location in Span DOnly L Only Lr+L Only D +• Lr 1- L 1 0 1330 1 03461 1 03461 1 04791 6020 6020 6020 6020 00000 00000 00000 00000 0000 0000 0000 0000 Maximum Ve_rtical_Reactions - Unfactored Load Combination Suppc-1 notdtijn F-ar'et <• Support 1 Support 2 Overall MAXimum" DOnly LOnly 7104 1959 5144 2534 0729 1806 I JOB 9.M 01-Palos Verdes Engineering Corporation ^ u 0+. 4. 1 r: SHEET NO °J OFConsulting Structural Engineers CALCULATED BY ftX, DATE 6027-1 Paseo Delicias • P O Box 2211 • Rancho Santa Fe, CA 92067 CHECKED BY DATE_ Telephone (858) 759-2434 • Fax (858) 759-8324 SCALE - UTfJML L>r ^_ L_» VB&- oro^2^32-237*U\_-- Z/55Z" fell? = 16360 esf *LH'*«i ) * 5 UP*FLU- )!>,0^r« i^iz. * 2fiN3o' U^fc- 0,oi CfiMn V Hfito' (S'j-MSV "7T5Z7 TDL ^ Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-1 Paseo Delicms * P 0 Box 2211 * Rancho Santa Fc, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB SHEET NO f_ CALCULATED BY CHECK BY SCALE 24-09-033 OF PSC DATE DATE 2/2/09 6.0 FOUNDATION DESIGN 6 1 CONTINUOUS FOOTING w= 1125 plf width = 1125 plf = 1125 ft (MIN) => 14 INCHES (MIN ) 1000 psf ( E) 15" WIDE CONTIN FTG W/ 1 - # 4 TOP AND BOTTOM & EMBED 18 " INTO UNDISTURBED SOIL (MIN ) ASBP= 1000 psf 6 2 MAX POINT LOAD ON FOOTING \ PaM= 1000 * 15 * 48 12 12 ?„,,= 5000 Ibs State Of California , CONTRACTORS STATE LICENSE BOARD ACTIVE LICENSEConsumerAETaira 717686 " ,„„ INDIVE«l, J T MONTEFORTE 01/31/2010 a 1*1 uI 1 Approved, y~ JT\ r0 o tft CTl 2 CQ ^V?STv ^ ^TO In•••• •.W Planning/~>k 1 $ %> .»- 0 <J- «0 Engineering^ LL O LL >.1 HazMat/Air QualM£ TOOJ m" 1. •g 1 c01vi \ Forms/Feesz QLL Z i! 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