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Home My WebLink About1269 BELLEFLOWER RD; ; CB081207; Permit07-25-2008 City of Carlsbad > 1635 Faraday Av Carlsbad, CA 92008 Patio/Deck Permit Permit No CB081207 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant ROBINSON CHRIS 1269 BELLEFLOWER RD CBAD PATIO 2145412000 Lot# $1 500 00 Construction Type KUSELRES 100SF2NDFLR BALCONY W/CALCS 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* 859 VIVA CT SOLANA BEACH 858-922-2013 CA 92075 Owner KUSEL SCOTT&M MIC HELE 1269 BELLEFLOWER RD CARLSBAD CA 92011 ISSUED 06/25/2008 KG 07/25/2008 07/25/2008 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Renewal Fee Add I Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $3240 $000 $21 06 $000 $1 00 $000 $000 $2000 $000 $7446 Total Fees $74 46 Total Payments To Date $74 46 BaUnce Due $000 BUILDING PLANS IN STORAGE ATTACHED FINAL A VAL Inspector NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations r>r other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these feev'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 ba 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 watei -id sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this projajt 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 limitation;. *"as previously otherwise expired City of Carlsbad 1635 Faraday Ave , Carlsbad CA 92008 760 602 2717 / 2718 / 2719 Fax 760602-8558 www carlsbadca gov Building Permit Application Plan Check N Est Value PlanCk Deposi^^f tf £Pate JOB ADDRESS CT/PROJECT# P6. | SUITE#/SPACE#/UNIT# LOTff # OF UMTS 1 # BEDROOMS TENANT BUSINESS NAME -9tf CONSTR TYPE OCC GROUP DESCRIPTION OF WORK Include Square Feet of Affected Areafs) LOO £0. (Sec. 70315 Business and Professions Code Any City or County which requires a permit to construct, alter, improve,, demolish or repair any structure, pnor 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 Contractors License Law {Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 70315 by any applicant for a permit subjects the applicant to 3 civil penalty of not more than five hundred dollars {JSOO}) Workers Compensation Declaration / hereby affirm under penalty of perjury one of 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 G I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work far which this permit is issued My workers compensation insurance carrier and policy number are Insurance Co ^TA-'p?. f jQ-/V>p Policy No £•?}& •*(?<?) fVDfo "7 Expiration Date Co JO y 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 Compen1 ation 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 datUges as^rovid9*for in Section 3706 of the Labor code, interest and attorney s fees I hereby affirm that I am exempt from Contractor s License Law for the following reason /ff I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) ^r 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) O 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 O 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 / contra tors 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 wort (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) jf2f PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk manage ment and prevention program under Sections 25505 25533 or '5534 of the Presley Tanner Hazardous Substance Account Acf O Yes O No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management distnct' O Yes a No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site9 O Yes d 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 AGRBI TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSESWHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations ovej- 5 0 deep^Royaemolition or construction of structures over 3 stones in height EXPIRATION Every permit issued by the BujIdjngOffic 180 days from (he date of such permit or ityfie buiio | ^APPLICANTS SIGNATURE Sil under tfje nroWions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within !/ work auojojizeqw such permit is suspended or abandoned at any time after the work is commenced for a perjod of 180 days (Section 106 4 4 Unif Drm Building Code) DATE City of Carlsbad Bldg Inspection Request For 11/12/2008 Permit* CB081207 Title KUSELRES 100SF2NDFLR Description BALCONY W/CALCS 1269 BELLEFLOWER RD Lot 0 Type PATIO Sub Type Job Address Suite Location APPLICANT ROBINSON CHRIS Owner KUSEL SCOTT&M MICHELE Remarks Inspector Assignment JM Phone 6199922384 Inspector Total Time CD Description 19 Final Structural Requested By CRAIG Entered By CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date 09/02/2008 09/02/2008 08/25/2008 08/25/2008 08/25/2008 08/25/2008 08/19/2008 Description 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 14 Frame/Steel/Boltmg/Welding 15 Roof/Reroof 16 Insulation 34 Rough Electric 14 Frame/Steel/Bolting/Welding Act AP AP AP AP AP AP AP lns| JM JM JM JM JM JM JM OK TO COVER ROOF FRAME EsGil Corporation In (Partnership •with government for (Buiftfing Safety DATE O7/23/08 a APPLICANT tKfURIS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 08-12O7 SET II PROJECT ADDRESS 1269 Belleflower Road PROJECT NAME Deck Addition for Kusel Residence X3 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 wilh 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 jui isdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to XI 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 X] REMARKS Appointment Applicant Hand Carried Plans, to the City By Ray Fuller Enclosures LOG Esgil Corporation D GA D MB D EJ D PC (O) 07/23/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (558)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership -with government for <BuiC<fing Safety DATE O7/07/O8 JURISDICTION Carlsbad PLAN CHECK NO 08-1207 SET I PROJECT ADDRESS 1269 Belleflower Road PROJECT NAME Deck Addition for Kusel Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck 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 The applicant's copy of the check list has been sent to Chris Robinson Designs 859 Viva Court Solana Beach, Ca 92075 C£-Dn> <O SoC GLO^L ^trr 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 Chris Robinson Telephone # (858) 922-2013- Date contacted 1/Vo k (by \c~~) Fax # (858) 259-2001 £• Mail./ Telephone ^ Fax In Person REMARKS By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 06/30/08 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 *• (858)560-1468 4 Fax (858) 560-1576 Carlsbad O8-1207 07/07/08 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO O8-1207 JURISDICTION Carlsbad PROJECT ADDRESS 1269 Belleflower Road FLOOR AREA REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 07/07/08 STORIES HEIGHT DATE PLANS RECEIVED BY ESGIL CORPORATION 06/30/08 PLAN REVIEWER Ray Fuller FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the International 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 construction comply with the 2007 edition of the California Building Code (Title 24), which adopts the following model codes 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC The above regulations apply, 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 105 4 of the 2006 International 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 08-1207 07/07/O8 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92009, (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 foi routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete Verfiy that the final sets of plans and any new calculations will be stamped and signed by engineer of record also Calculations not signed and plans not stamped and signed Outdoor lighting fixtures on A03 0 are required to be high efficacy or controlled by a combination photocontrol/motion sensor Exterior and interior guards Shall have a height of 42" (may be 34" along the sides of stairs) CBC Section 1013 See detail 4 S1 0 and Section A-A on S-3 0 where notes 40'"? Could not determine what is meant by 1 on S-3 0? IQ 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 ai e other changes, please briefly describe them and where they are located in Ihe plans Have changes been made to the plans not resulting from this correction list0 Please indicate Yes G No G 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 reviejw items, please contact Ray Fuller at Esgi! Corporation Thank you Carlsbad 08-12O7 07/O7/O8 - VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Ray Fuller BUILDING ADDRESS 1269 Belleflower Road PLAN CHECK NO 08-1207 DATE O7/07/O8 BUILDING OCCUPANCY U TYPE OF CONSTRUCTION V-B BUILDING PORTION Deck Add Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 100 cb Valuation Multiplier 14 41 By Ordinance nrp : ^ : Reg Mod VALUE ($) 1,441 1,441 $32 40 Plan Check Fee by Ordinance Type of Review .- I I Repetitive Fee- Comments Complete Review D Other r-i Hourly Structural Only Hour* Esgil Plan Review Fee $21 06 $18 14 Sheet 1 of macvalue doc Citvof Carlsbad Public Works Engineering BUILDING PLANCHECK CHECKLIST BUILDING ADDRESS DATE (*>e. /?. nP/ PLANCHECK NO PROJECT DESCRIPTION % $## ,<yL^,/ h^l/>.c^(/ ASSESSOR'S PARCEL NUMBER £( V -/ ENGINEERING APPROVAL 5y/ -,3-ft f t [ lr DEPARTMENT 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-^Sittached report of deficiencies marked with^aTMake 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 DateBy By FOR OFFICIAL USE ONLY ilGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date "i — ATTAGHMENT/S. D D'g"dication Application CH Dedication Checklist D Improvement Application D Improvement Checklist D Neighborhood 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 Storm water Applicability Checklist Name ENGINEERING DEPT CONTACT PERSON JOANNE JUCHNIEWICZ City of Carlsbad Address 1635 Faraday Avenue Carlsbad, CA 92008 Phone (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract Carlsbad CA 9200^-7314 • (76O) 6O2-2720 • FAX (760) 602*05*92 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines - Easements Show on site plan Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service D 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 " 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 Assessor's Parcel Number 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 BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST 3RD DISCRETIONARY APPROVAL COMPLIANCE CH 4a Project does not comply with the following [Engineering Conditions of approval for Project No 4b All conditions are in compliance Date DEDICATION REQUIREMENTS D D 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 building? and for remodels with a value at or exceeding $ 17,000 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/£" 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 C3 d 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value ol the construction exceeds $ 82.000 . pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F (BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ,ST ,ND -.RD n n n 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 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $430 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 n n 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 adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy n n n n n 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 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F \BUILDIN6 PLANCHECK CKLST FORM doc RD D 3 D D BUILDING PLANCHECK CHECKLIST 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan D 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 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 7138, 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 10 a STORM WATER COMPLIANCE FORM Q Requires PSWP (project storm water permit) # Q MJer I/Tier II (Requires SWPPP) - Please complete attached forms J2 Exempt - Please complete attached exemption form 11 FEES Q Required fees are attached No fees required F \8UILDING PLANCHECK CKLST FORM doc jRD D D D BUILDING PLANCHECK CHECKLIST 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 u;>ed • All single family dwelling units received "standard" 1" service with 5/8" service • 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) pnorto approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 In&tall 2" service and 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 F BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKL 1ST ..ST 2ND 3RD 3 In general, all major sloped areas of a subdivision/project are 1o 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 service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future CD 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D 13 Additional Comments F BUILDING PLANCHECK CKLST FORM doc ;"3 htto://docweb/idmws/DocView.asp?id=003831327&Library=Carlsbad' Docman - Microsoft Internet Explorer provided by Cit^ ... HE] E3 I"; File'-'Edil'^Vlew.-. Image• ,;{3oTo Favorites Help'- ' , .BacK V v.- X kJ.Search v? Favorites 'X^- • • OM j Address ]4£j http //docweb/idmws/DocView asp'id=003831327&Library=Carlsbad/xDocman Go \m\ ti~M-Hll fTtfttFof>l jtf ^fBfei^r^T M jj J> • '• \.".!-1.'--;J[ •, • |(Jnknowri'Zone;'-.' ,;';:V^- -'"3 http://docweb/idmws/DocView.asp?id=0037884048dibrary=Carlsbad Docman - Microsoft Internet Explorer provided by City ... HtJ E3 File'' Ecfc >View Image Go To Favorites Help I Back; .r D Search "vV Favorites Address jg] http //docweb/idmws/DocView asp'id=003788404&JLibrary=CarlsbadADocrnan :*l»f*l rTfiiii^i^i [Unknown Zone| For Help/press Fl 'PE Ihtt PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CBOS 1207 DATE 6/25/08 ADDRESS 1269 BELLEFLOWER RD RESIDENTIAL ADDITION- POOL/SPA MINOR (<17,000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER 2nd FLOOR BALCONY, INFILL INTO CUTOUT, NO EXPANSION OR INTRUSION INTO FOOTPRINT PLANNER GINA RUIZ DATE 6/26/08 ENGINEER DATE II \AIIMI\\lMl,\TI ll/l'l,\\M\l,/l \l,l\l HUM, AI'I'IIIIVAIS JOB No 806-03 PROJECT NAME SCOTT & MICHELLE KUSEL RESIDENCE LOCATION 1269 BELLEFLOWER RD CARLSBAD, CA 92008 WOOD BEAM DESIGN CLIENT/ADDRESS SCOTT & MICHELLE KUSEL 1269 BELLEFLOWER RD CARLSBAD, CA 92008 CONTACT PERSON CHRIS ROBINSON (858 ) 259-2001 DATE PREPARED PREPARED BY VICINITY MAP June 18, 2008 833 E 8th St NATIONAL CITY, CA 91950 9) 477-7506 FAX (619) 477-7517 ROMULOT PUERTOLLANO RCE No 27246 Exp 3 31-09 RP Engineers, Inc CIVIL & STRUCTURAL CONSULTANTS PROJECT SCOTT & MICHELLE KUSEL 1269 BELLEFLOWER RD CARLSBAD CA 92008 WO #REF' 1 0 GENERAL NOTES 1 1 GOVERNING CODE 2007 CALIFORNIA BUILDING CODE 1 2 THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK AND THE ENGINEER / ARCHITECT SHALL BE NOTIFIED IN WRITING IMMEDIATELY OF ANY DISCREPANCIES 1 3 ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THIS REPORT AND / OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED 14 IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS SECTIONS OR DETAILS ON THIS REPORT 15 ALL HEADERS BEAMS RAFTERS SUPPORTS AND ALL SITE CONDITIONS NEED TO BE VERIFIED BY THE CONTRACTOR 1 6 THE STRUCTURAL CALCULATIONS INCLUDED HERE ARE FOR THE ANALYSIS AND DESIGN OF PRIMARY STRUCTURAL SYSTEM THE ATTACHMENT OF NON-STRUCTURAL ELEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR UNLESS SPECIFICALLY SHOWN OTHERWISE 1 7 THE DRAWINGS CALCULATIONS SPECIFICATIONS AND REPRODUCTIONS ARE INSTRUMENTS OF SERVICE TO BE USED ONLY FOR THE SPECIFIC PROJECT COVERED BY AGREEMENT AND COVER SHEET ANY OTHER USE IS SOLELY PROHIBITED 1 8 WHEN CONSTRUCTION OBSERVATION IS REQUIRED THE OWNER OR CONTRACTOR SHALL INFORM OUR OFFICE ABOUT THE SCHEDULE OF CONSTRUCTION MORE SPECIALLY THE START OF CONSTRUCTION SO THAT WE CAN COORDINATE OUR FIELD WORK SC HEDULE AND BE ABLE TO DO OUR PART (OBSERVATION OR INSPECTION AS THE CASE MAYBE) IN AN EFFICIENT AND TIMELY MANNER 20 LIMITATIONS 2 1 THE OPINIONS AND RECOMMENDTIONS PRESENTED IN THIS REPORT ARE BASED UPON AVAILABLE DATA PROVIDED BY THE CLIENT SUPERFICIAL OBSERVATIONS AND PER CONSTRUCTION PLANS PREPARED BY OTHERS 22 CONSTRUCTION STAGIi SHOULD CONDITIONS DIFFERENT FROM THOSE PRESENTED HEREIN ARE UNCOVERED OR ENCOUNTERED DURING CONSTRUCTION OUR OFFICE SHOULD BE NOTIFIED IMMEDIATELY SO THAT THE ENGINEER CAN INSPECT AND ANALYZE THE SITUATION OBSERVATION DURING CONSTRUCTION MAYBE NECESSARY TO ALLOW FOR ANY DESIGN MODIFICATIONS AND CHANGES CORRESPONDING TO THE SAID UNCOVERED UNEXPECTED CONDITION 2 3 RP ENGINEERS INC ASSUMES NO RESPONSIBILITY OR LIABILITY FOR WORK OR RECOMMENDATIONS PROVIDED BY OTHERS RP Engineers, Inc CIVIL & STRUCTURAL CONSULTANTS PROJECT SCOTT & MICHELLE KUSEL 1269 BELLEFLOWER RD CARLSBAD, CA 92008 WO #REF' 10 DESCRIPTION CONSTRUCTION ADDITION OF NEW BALCONY IN A 2 STORY RESIDENTIAL BUILDING @ 1269 BELLEFLOWER RD , CARLSBAD, CA 92008 2 0 DESIGN CRITERIA GOVERNING CODE 2007 CBC BASIC WIND SPEED = 85 MPH ( 3- SECOND GUST ) EXPOSURE B OCCUPANCY CATEGORY = II 2 1 MATERIAL PROPERTIES FRAMING - DOUGLAS FIR LARCH - GRADE UNLESS NOTED OTHERWISE RAFTER AND JOISTS RIDGES HEADERS AND POSTS STUDS BEAMS HIPS AND VALLIEYS NO 2 NO 2 NO 1 CONSTRUCTION NO 1 (ORPARALLAM) NO 1 RP Engineers, Inc CIVIL & STRUCTURAL CONSULTANTS PROJECT SCOTT & MICHELLE KUSEL 1269 BELLEFLOWER RD CARLSBAD CA 92008 WO 806-03 January 0 1000 LOADING ASSUMPTION ROOF LOADS ROOF PLYWOOD SHTG TRUSSES/PURLINS INSULATION MECHANICAL ELECTRICAL CE.ILING BDS MISC DEAD LOAD = LIVE LOAD = 110 1 5 40 05 05 05 20 1 0 21 0 200 PSF PSF PSF WALL LOADS EXTERIOR WALLS INTERIOR WALLS 160 100 PSF PSF FLOOR LOADS DECK LOADS DI AD LOAD LIVE LOAD DE AD LOAD LIVE LOAD 120 400 200 400 PSF PSF PSF PSF HP Engineers, Inc CIVIL & STRUCTURAL CONSULTANTS PROJECT SCOTT & MICHELLE KUSEL 1269 BELLEFLOWER RD CARLSBAD, CA 92008 WO 806-03 J nuaryO 1800 HEADER/ BEAM ANALYSIS BEAM DESCRIPTION BEAM -1 WRQOF = WROOF2 = Ti nJDU + 0 Fix 41 PSF 23 0 n FT 41 pir SPAN 11 FT 718 PLF 472 PLF WTOTAL= 1189 PLF REMARKS LEVEL/FLOOR SUPPORTING ROOF TRUSS @ NEW BALCONY ROOF WT= 1189 PLF ti > 11 RECOMMENDED SIZE & GRADE ^ PLS SEE ATTACHED CALCS 3-1/2" x 11-7/8" 2 OE PRLM BEAM DESCRIPTION BEAM - 2 WROOF = 0 C i 1 n FT v A*\ PCJF SPAN 11 FT 113 PLF WTOTAL= 113 PLF REMARKS LEVEL/FLOOR SUPPORTING CAL - FILL ROOF @ NEW BALCONY ROOF WT= 113 PLF A I 11 RECOMMENDED SIZE & GRADE ^ PLS SEE ATTACHED CALCS 4" x 8" USE DF# 1 BEAM DESCRIPTION BEAM - 3 WDECK = T R i " n PT v Rn nrr SPAN 11 FT 225 PLF WTOTAL = 225 PLF REMARKS LEVEL/FLOOR @ NEW BALCONY SUPPORTING DECK JOIST BALCONY WT= 225 PLF A 1 1 11 RECOMMENDED SIZE & GRADE * PLS SEE ATTACHED CALCS USE DF# 1 R P ENGINEERS, INC 833 E 8th ST NATIONAL CITY, CA TEL (619)477-7506 FAX (619)477-7517 Title Scott & Michelle Resd Job # 806-03 Dsgnr RP Engineers, Inc Project Desc Structural Calculation & Report (Wood Beam Design) Project Notes Printed 23 JUN 2008 Wood Beam Design ••> C \Documerfc and5ettmgs\OwneriM^ «6 • '.''•'-••' V''".'.• .':.'•:• VV''" '.x '"• v ..•;' '•: I " .• v -ENERCALC INCL1983-2008 Ver601S N.92138' Descnption Design of Wood Beam # 1 Supporting Roof Truss @ new Balcony) Overall Maximum Deflections - Unfactored Loads Load Combination Span Max "-" Defl Location in Span Load Combination Max VDefl Location in Span DOnly 1 04091 5537 Maximum Deflections for Load Combinations - Unfactored Loads 00000 0000 Load Combination Span Max Downward Defl Location in Span Max Upward Defl Location in Span D Only 1 Maximum Reactions - Unfactored " 04091 5537 00000 0000 Load Combination Support Vertical Reaction Overall MAXimum Overall MAXimum DOnly DOnly Support 1 (DOnly) Support2 (DOnly) Support 1 Support 2 6600 6600 6600 6600 R P ENGINEERS, INC 833 E &h ST NATIONAL CITY, CA TEL (619)4777506 FAX (619)4777517 Title Scott & Michelle Resd Job # 806 03 Dsgnr RP Engineers, Inc Project Desc Structural Calculation & Report (Wood Beam Design ] Project Notes Printed 23JUN2Q08 Wood Beam Design C Comments and SeffingslOwnertMy Documents\ENERCALC Data FilesBtrurtural Calculations for 20081805-03 kusel resd ec6 .."•'•'•••• '.-... ..•; . ,'•.-...••• •.".•' :•';" ^ ;•• • _•: 'ENERCALC INC i983-2bos vereoi8 N92136 Description Design of Wood Beam # 1 Supporting Roof Truss @ new Balcony) Material Properties Calculations per IBC 2006, CBC2007, 2005NDS Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Fb - Compr Fb - Tension Fc-Prll Wood Species Truss Joist Fc - Perp Wood Grade Parallam 2 OE Fv Ft Beam Bracing Beam is Fully Braced against lateral-torsion buckling 2) 2 900 0 psi 2 900 0 psi 16000psi 650 0 psi 2900 psi 1 0000 psi £ Modulus of Elasticity Ebend xx 2,000 Oksi Emmbend - xx ksi Density 34150pcf 35x11 875 110ft Applied Loads Service loads entered Load Factors will be applied for calculations Load for Span Number 1 Uniform Load D = 120k/ft Tnbutary Width -1 0ft DES/GN SUMMARY „ Maximum Bending Stress Ratio = Section used for this span fb Actual FB Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Live Load Deflection = Max Upward Live Load Deflection Live Load Deflection Ratio Max Downward Total Deflection = Max Upward Total Deflection = Total Deflection Ratio 0913 1 35x11875 2 647 61 psi 2,900 OOpsi -HD 5537ft Span#1 0 000 in 0 000 in 0<360 0 409 in 0 000 m 322 Maximum Shear Stress Ratio = 0 678 1 Section used for this span 3 5x11 875 fv Actual = 196 63 psi Fv Allowable = 290 00 psi Load Combination +0 Location of maximum on span = 0 000 ft Span # where maximum occurs = Span # 1 Support Reactions (kips) D LHJ S WE I Support #1 660 Support #2 660 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Overall MAXimum Envelope Length = 11 Oft -HD Length = 11 Oft +D-H.+H Length = 11 Oft +D+Lr+H Length = 11 Oft Max Stress Ratios Span# 1 1 1 1 M 0913 0913 0913 0913 V 0678 0678 0678 0678 Summary of Moment Values Mactual 1815 1815 1815 1815 fb-design 2 647 61 264761 2 647 61 2 647 61 Fb-allow 2 900 00 2 900 00 2 900 00 2 900 00 Vactual 545 545 545 545 Summary of Shear Values fv-design Fv allow 196 63 290 00 19663 29000 19663 29000 19663 29000 R P ENGINEERS INC 833 E fthST NATIONAL CITY, CA TEL (619)477-7506 FAX (619)477-7517 I Wood Beam Design Title Scott & Michelle Resd Job #806-03 Dsgnr RP Engineers, Inc Project Desc Structural Calculation & Report (Wood Beam Design) Project Notes Printed 23JUN2008 ' C \Documents and Sett'ngslOwnerWIy DocumentsBJERCALC Data ples\Stnictural Calculations for 2008\806-03 kusel reset "ec6, '. ' .'. '..;;.'. "'" .• •;;. ''•'. -:". ' .. . ;' ' , ENERCALC' INC 1983-2008 Ver 6 0.18 'N 92136;.; Description Design of Beam # 2 supporting Cal Fill roof @ new balcony Material Properties Calculations per IBC 2006 CBC 2007 2005 NDS Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade Douglas Fir - Larch No1 Beam Bracing Beam is Fully Braced against lateral-torsion buckling D(0113) Fb - Compr Fb - Tension Fc-Pril Fc-Perp Fv Ft 1 350 0 psi 1 350 0 psi 925 0 psi 625 0 psi 1700 psi 675 0 psi E Modulus of Elasticity Ebend-xx 16000ksi Emmbend-xx 5800ksi Density 32210pcf 4x8 11 Oft Applied Loads Service loads entered Load Factors will be applied for calculations Load for Span Number 1 Uniform Load D = 01130k/ft Tributary Width = 1 0 ft Maximum Bending Stress Ratio = 0 381 1 Section used for this span 4x8 fb Actual = 6£>887psi FB Allowable = 1 755 00 psi Load Combination +D Location of maximum on span = 5 537ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Live Load Deflection = 0 000 m Max Upward Live Load Deflection = 0 000 m Live Load Deflection Ratio = 0 <360 Max Downward Total Deflection = 0 212 in Max Upward Total Deflection = 0 000 m Total Deflection Ratio = 623 Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions (kips) D L*Lr 5 Support #1 062 Support #2 062 W 0193 1 4x8 32 79 psi 170 00 psi +0 0000ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Overall MAXimum Envelope Length = 11 Oft Length = 11 Oft Length = 11 Oft +D+LF+H Length = 11 Oft Max Stress Rate Span# 1 1 1 1 M 0381 0381 0381 0381 V 0193 0193 0193 0193 Summary of Moment Values Mactual 171 171 171 171 fb-design 66887 66887 66887 66887 Fb-allow 1 755 00 1 755 00 1 755 00 1 755 00 Summary of Shear Values Vactual 055 055 055 055 fv-design 3279 3279 3279 3279 Fv allow 17000 17000 17000 17000 R P ENGINEERS, INC 833 E 8th ST NATIONAL CITY, CA TEL (619)477-7506 FAX (619)4777517 Title Scott & Michelle Resd Job # 806 03 Dsgnr RP Engineers, Inc Project Desc Structural Calculation & Report (Wood Beam Design ] Project Notes Printed 23 JUN 2008 Wood Beam Design .. C.\Documents and SettngslOwnertMy Documents\EMERCALC Data FilesiStractural Calculations for 20081806-03 kusel resd ec6 '•"•. ' "".'•'-.' .. '-'.." '•'' "''. '•' '• . -. '"' ' ENERCALC INC 1983-2008, Ver 6 018 N9213B -: SSIiicensiSOwheiS-iROMIPUERTQI-liANO Descnption Design of Beam # 2 supporting Cal Fill roof @ new balcony Overall Maximum Deflections • Unfactored Loads Load Combination Span Max Defl Location in Span Load Combination Max VDefl Location in Span DOnly 1 02116 5537 Maximum Deflections for Load Combinations - Unfactored Loads 00000 0000 Load Combination Span Max Downward Defl Location in Span Max Upward Defl Location in Span 02116 5537 00000 0000 Maximum Reactions - Unfactored Load Combination Overall MAXimum Overall MAXimum D Only D Only Support Vertical Reaction Support 1 (DOnlyj Support 2 (DOnly) Support 1 Support 2 0622 0622 0622 0622 R P ENGINEERS, INC 833 E -8th ST NATIONAL CITY, CA TEL (619)4777506 FAX (619)477-7517 Title Scott & Michelle Resd Job # 806 03 Dsgnr RP Engineers, Inc Project Desc Structural Calculation & Report (Wood Beam Design) Project Notes Printed 19JUN2008 Wood Beam Design Description Design of Beam # 3 supporting deck pist @ new balcony Material Properties Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Calculations per IBC 2006, CBC 2007 2005 NDS Wood Species Wood Grade Douglas Fir-South No1 Beam Bracing Beam is Fully Braced against lateral-torsion buckling Fb Compr Fb - Tension Fc-Prtl Fc - Perp Fv Ft 1300psi 1300psi 850 psi 520 psi 165psi 625 psi E Modulus of Elasticity Ebend-xx 1200ksi Emmbend-xx 440 ksi Density 29 64pcf 11 Oft Applied Loads Service loads entered Load Factors will be applied for calculations Load for Span Number 1 Uniform Load D = 02250 k/ft Tributary Width = 1 0 ft Maximum Bending Stress Ratio = Section used for this span fb Actual = FB Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Live Load Deflection Max Upward Live Load Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0 524 1 4x1 0 818 16psi 560 OOpsi +0 5 463ft Span # 1 0 000 m 0 000 in 0 <360 0 270 in 0 000 in 488 Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs Support Reactions (kips) D L+Lr S Support #1 Support #2 124 124 W 0301 1 4x10 49 64 psi 165 00 psi +D 0000ft Span # 1 H Maximum Forces & Stresses for Load Combinations Loi Ovi +D ad Combination Max Stress Ratob Segment Length erall MAXimum Envelope Length = 11 Oft Length = 11 Oft I+J -4-H Length = 11 Of! i .J r+H Length = 11 Oft Span# 1 1 1 1 M 0524 0524 0524 0524 V 0301 0301 0301 0301 Summary of Moment Values Mactual 340 340 340 340 fb-design 81816 81816 81816 81816 Fb-allow 1 560 00 1 560 00 1 560 00 1 560 00 Summary of Shear Values Vactual 107 107 107 107 fv-design 4964 4964 4964 4964 Fv-allow 16500 16500 16500 16500 RP ENGINEERS, INC 833E-8thST NATIONAL CITY, CA TEL (619)477-7506 FAX (619)477-7517 Title Scott & Michelle Resd Job # 806 03 Dsgnr RP Engineers, Inc Project Desc Structural Calculation & Report (Wood Beam Design) Project Notes Printed 19JUN2008 Wood Beam Design Description Design of Beam # 3 supporting deck joist @ new balcony Overall Maximum Deflections • Unfactored Loads Load Combination Span Max "" Defl Location in Span Load Combination Max "+ Defl Location in Span D Only 1 0 2705 5 537 Maximum Deflections for Load Combinations • Unfactored Loads Load Combination 00000 0000 Span Max Downward Defl Location in Span Max Upward Defl Location in Span DOnly Maximum Reactions • 1 0 2705 5537 00000 0000 Unfactored Load Combination Overall MAXimum Overall MAXimum DOnly DOnly Support Vertical Reaction Support 1 (DOnly) Support2 (DOnly) Support 1 Support 2 1238 1238 1238 1238 Check A License Contractor's License Detail Page 1 of2 ! 01 CONSUMERS Skip to CSLB Home | Content | Footer [ Accessibility Search Department of Consumer Affairs :::" _x,0 HgHi GOV Contractors State License Board *:" Vi niiiii finj!! ffifMtr iii mi 11 rin i! fiinii iinfi! iiiT lifiiniiifiiiffiiTjimiffrnrrirrnTT ! 02 ' \ - i 03 I 04 j 05 I 06 : 07 S ! CONTRACTORS APPLICANTS JOURNEYMEN j PUBLIC WORKS I BUILDING OFFICIALS GENERAL iMFO §P m^"; ;y|JK/-Si',?:'- ••• >yj,'.!:,V.v:. - ••••:''"?•••?•'$>i.:*f&!W77XT* About CSLB CSLB Newsroom Board and Committee Meetings Disaster information CSLB Library Frequently Asked Questions Online Services o Uv.vk A Li<"f'M:'.P or HIS How to Participate: tJ-i DISCLAIMER A license status check provides information taken from the CSLB license database Before relying on this information, you should be awat the following limitations • CSLB complaint disclosure is restricted by law (B&P 7124 6) If this entity is subject to pu complaint disclosure a link for complaint disclosure will appear below Click on the link oi obtain complaint and/or legal action mfornrication • Per B&P 7071 17, only construction related civil judgments reported to the CSLB are disc • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitr, • Due to workload, there may be relevant information that has not yet been entered onto th license database License Number 744654 Extract Date 07/25/2I Business BRODERICK CONST Information 3019 CALLE ALLEJANDRO JAMUL CA 91935 Business Phone Number (619) 992 2384 Entity Sole Ownership Issue Date 01/13/1998 Expire Date 05/31/2009 License Status This license is cuirent and active All information below should b reviewed B GENERAL BUILDING CONTRACTOR This license filed Contractors Bond number 746828C in the amou $12,500 with the bonding company DEVELOPERS SURELY. ANPJN_PEMNJIY....COMPA_NY Effective Date 05/10/2007 Contractors BondingJHistory Workers' This license has workers compensation insurance with the Compensation STA1E£QMPENSAIIPN.1N_SJJRANC_E.FUN_D Policy Number <>38 0010067 Effective Date 06/01/2008 Expire Date 06/01/2009 Workers Compensation History http //www2 cslb ca gov/Genera1-Informationymteractive-tools/check-a-license/License+ 07/25/2008 r a a 1 Approvedft T ^ V^ "V-- *C^HR STj C. m 1 i O* r\ ^ K k^^ ^ O/Jc cs: HI \ 1 •ks ^^**. f^ anc 0o 5c LO 0 s >. br>Ha/.Mat/Air5Q 1 CommentsSo Q p^ c- eo E 5 CQ Planning~\T ^©i^t lN ^ tac ouc SoE LU Lu a 1 Q •D 8 ra J su. Z j 0 Z 9 Z X Q_ Z 2 LU z 0.[/I ooa. Z o Lu Z p o C/3 U«<Fees Compleo *a Eou M O Q ^O (C ^vH Application\x 00 O