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HomeMy WebLinkAbout2155 SALK AVE; ; CB060155; Permit02-08-2006it s City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No. CB060155 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2155SALKAVCBAD Tl Sub Type: 2121304100 Lot#: $4,017.00 Construction Type: Reference #: TAYLORMADE-105 SF PATIO COVER 256 SF COVERED PATIO ENCLOSURE INDUST 0 NEW Applicant: REBECCA MULLEN 1000 PIONEER WY EL CAJON CA 92020 619-440-7424 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 01/20/2006 LSM 02/08/2006 02/08/2006 .Owner:- T M G PROPERTY 1000 PIONEER WAY EL CAJON CA 92020 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $61.19 Meter Size $0.00 Add'l Reel. Water Con. Fee $39.77 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $1.00 .PFF (3105540) $0.00 PFF (4305540) . $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees TOTAL PERMITTEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $121.96 Total Fees:$121.96 Total Payments To Date:$121.96 Balance Due:$0.00 Inspector AL AP : \Q- FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. 'Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT APPLICATION "* » CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PROJECT INFORMATION 0602001-2 0012 01/20/2006 001 11 PLAN CHECK NO. <36 Ob EST. VAL. Plan Ck. Deposit Validated By_ Date Business'Name (at this address)Address (include Bldg/Suite #) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel tt Existing Use IPS' Proposed Use * $ Description of Work CONTA )n or vvorK . .•du-±ujY\ u\ K-du'-atg JTACT PERSON (if different from af # of Bedrooms (if different from applicant) U)u ^LCOAots City JName 37 APPLICANT D Contractor Address Agent for Contractor Q Owner D Agent for Owner State/Zip X_^ Telephone #Fax # Name 4. PROPERTY OWNER 1 ClcU/cn Address >i Ha/it, bvQJL City State/Zip GA' Telephone # V—^7 \. { fa^^y 0 s~ % State/Zip Telephone tt ffloOlCI }g ~(yQ(%)Name (J Addrejss City 5. CONTRACTOR - COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any^applicant for a permit subjects the Applicant to a c^vil penalty^pf no4 more than five hundred dollars/fSJJOOJ)^ Designer Name —* Address City State/Zip Telephone State License # 6- WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is My worker's compensation insurance carrier and policy number are: Policy No.Expiration Date OfeInsurance Company (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE '^TnAAjLi^Av-^ DATE 7. OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: l~l 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). n 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). l~l 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. l~l YES I~1NO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~l YES l~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? fj YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8, CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Cjvil Code). LENDER'S NAME LENDER'S ADDRESS 9. APPLICANT CERTIFICATION 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 representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a perio^of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance ClaolCarlstad Hnal Building Inspection Dept: Building Engineering Planning CMWD St Lite Plan Check#: Permit*: Project Name: Address: Contact Person: Sewer Dist: Inspected Bv: L Inspected By: Inspected Bv: CB060155 TAYLORMADE-10 256 SF COVERED 2155SALKAV STEVE CA 7>U/<(jfc-— Hf 5 SF PATIO COVER PATIO ENCLOSURE Phone: 6199933274 Water Dist: CA Insoected: 4 /2&/6 Date Inspected: Date Inspected: Date: Permit Type: Sub Type: Lot: 0 i ^ Approved: >v Approved: Approved: 04/28/2006 Tl INDUST Disapproved: Disapproved: , Disapproved: Comments: Inspection List Permit*: CB060155 Type: Tl INDUST TAYLORMADE-105 SF PATIO COVER 256 SF COVERED PATIO ENCLOSURE Date Inspection Item Inspector Act Comments __ 10/18/200689 Final Combo PD Fl 04/28/2006 89 Final Combo TP CO 03/15/2006 11 Ftg/Foundation/Piers PD AP Wednesday, October 18, 2006 Page 1 of 1 In Partnership with government for 'SuUcting Safety DATE: 2/1/06 OAEPLiCANT JURISDICTION: Carlsbad a PLAN REVIEWER .a FILE PLAN CHECK NO.: 06-0155 SET: I PROJECT ADDRESS; 2155 Salk Ave. PROJECT NAME: TMG-RTC Trellis Structures for Office Building The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. . The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. 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: Chuck Mendenhall Enclosures: . Esgil Corporation D GA D MB D EJ D PC . 1/24/06 • ,' , ' trnsmtl.dot 9320 Chesapeake Drive, Suite 208 <^ San Diego, California 92123 ^ (858).560-1468'•$Fax (858) 560-1576 Carlsbad 06-0155 2/1/06 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 06-0155 PREPARED BY: Chuck Mendenhall DATE: 2/1/06 BUILDING ADDRESS: 2155 Salk Ave. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: No change BUILDING PORTION Trellis Struct Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 504 cb Valuation Multiplier City Est By Ordinance Reg. Mod. VALUE ($) 4,017 4,017 $61.19 Plan Check Fee by Ordinance $39.77 Type of Review:Complete Review LI Structural Only lj Repetitive Fee Repeats Other Hourly Esgifi Plan Review Fee Hour $34.27 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE - 2- 3>~ o ADDRESS RESIDENTIAL TIMPROVEM RESIDENTIAL ADDITION MINOR « $10,000.00) OTHER PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER DATE ENGINEE DATE (vlACfe c lJ T3roQ_ c.o '•4—1ta-»—<3Q. E t^. CDco o>05 £= . c T3roCL ro-*-< Q. E. us 4? CRAIG RUSH, SE Structural Engineering Title : Taylor Made Trellis Dsgnr: CR Description : Job # 0601 Date: 9:19PM, 5 JAN 06 Scope: Rev: 560100 User: KW-0604899, Ver 5.6.1, 25-CW-2002 (c)1983-2002 ENERCALC Engineering Software Timber Beam & Joist c:\ec55\0601 .ecw:Calculations Description Trellis Framing Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv- Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status in in ft psi psi ksi Trellis Joist 3x10 2.500 9.250 0.00 Douglas Fir - Larch, 875.0 95.0 1,600.0 1.250 Sawn No Calculations are designed to 1997 NDS and 1997 UBC Requirements Trellis beam 4x12 3.500 11.250 0.00 Douglas Fir - Larch, 875.0 95.0 1,600.0 1.250 Sawn No Center Span Data Span ft Dead Load Live Load Point #1 DL LL@x Results Mmax @ Center @X = fb : Actual Fb : Allowable fv : Actual Fv : Allowable Reactions #/ft#m Ibs Ibs ft 16.00 16.00 8.00 500.00 8.000 Ratio = 0.6312 in-k ft psi psi psi psi 27.07 8.00 759.4 1,203.1 Bending OK 20.0 118.8Shear OK @ Left End DL Ibs LL Max. DL+LL ©Right End DL LL Max. DL+LL Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio Ibs Ibs Ibs Ibs Ibs 64.00 250.00 314.00 64.00 250.00 314.00 70.00 160.00 i 0.9943 88.32 8.00 1,196.3 1,203.1 Bending OK 62.2 118.8 Shear OK 560.00 1,280.00 1,840.00 560.00 1,280.00 1,840.00 Ratio OK Deflection OK . , i in in in ft -0.045 4,294.0 -0.279 687.0 -0.324 8.000 592.3 -0.155 1,236.0 -0.355 540.7 -0.510 8.000 376.2 c COCL ao to-i—•Z3 Q. E O h- CD CO 2 O) .E O -feeuu^ CRAIG RUSH, SE Structural Engineering Title : Taylor'Made Trellis Dsgnr: CR Description : - Job # 0601 Date: 9:19PM, 5 JAN 06 Scope: Rev: 560100User: KW-0604899, Ver 5.6.1, 25-Oct-2002 (c)1983-2002 ENERCALC Engineering Software Steel Beam Design c:\ec55\0601 .ecw: Calculations Description Trellis Column General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements j Steel Section : HSS4X4X3/16 Center Span Left Cant. Right Cant Lu : Unbraced Length 11.00ft 0.00 ft 0.00 ft 0.00ft Fixed-Free Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 46.00ksi 1.33 29,000.0 ksi #2 #3 #4 #5 #6 #7 Dead Load Live Load Short Term 0.324 Location 11.000 ^WMM^r^^f^^^l^^^t^^^^te^^^K§ Summsry 1 ™^^M«te^Ss$B?«sg«sa^sS^isife^^fe^^isS^S>S Using: HSS4X4X3/16 section, End Fixity = Fixed-Free, Lu = Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv/Fv Span = 11.00ft, Fy = 46.0ksi 0.00ft, LDF= 1.330 Actual Allowable 4.094 k-ft 10.448 k-ft 15.823 ksi 40.379 ksi 0.392 : 1 0.420 k 17.033 k 0.302 ksi 24.472 ksi 0.012 : 1 k k k ft Beam OK Short Term Load Case Governs Stress Max. Deflection -1.533 in Length/DL Defl 1,715.5:1 Length/(DL+LL Defl) 172.2:1 Force & Stress Summary ^aSa«&S«Ki&^ii.is««!«H*EK:^i 3*&a^i^^ «-- These columns are Dead + Live Load placed as noted --» Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Fa calc'd per Eg. E2-1, K'L/r < Cc Maximum 4.09 k-ft 0.42k 0.32k -1.533 in0.000 in 0.000 in 0.000 ft LL ! Center -0.53 0.10 -0.154 0.000 0.000 0.000 0.10 0.000 0.000 0.000 0.000 LL+ST &. Center -4.09 0.42 0.32 -1.533 0.000 0.000 0.000 0.42 0.000 0.000 0.000 0.000 LL+ST i Cants k-ft k-ft k-ft k-ft k k 0.000 in . 0.000 in 0.000 in 0.000 in k k Section Properties Depth Width Web Thick Flange Thickness Area HSS4X4X3/16 4.000 in Weight 8.76 #/ft r-xx 4.000in l-xx 6.21 in4 r-yy 0.1 74 in l-yy 6.21 in4 Rt 0.174 in S-xx 3.105 in3 2.58 in2 S-yy 3.105in3 ^ 1.551 in 1.551 in 0.000 in CRAIG RUSH, SE Structural Engineering Title : Taylor Made Trellis Dsgnr: CR Description : Scope: Job # 0601 Date: 9:19PM, 5 JAN 06 r Rev: 560100 „ . .- . . — ••User: KW-0604899, Ver5.6 .1, 25-Ocl-2002 KO 6 Embedment 111 SoilI (c)1983-2002 ENERCALC Engineering Software ' "re •-"""="• "dn ill wv/n Description Trellis Column Footing c:Vec55\0601.ecw: Calculations [General Information Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint 250.00 pcf 1 ,500.00 Psf 1.330 24.000 in Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom 324.00 Ibs 1 1 .000 ft 0.00 #/ft . 0.000 ft 0.000 ftr-^s^ssm&ea^^i^s^ttss^m^sKi^m Summary Moments @ Surface.. Point load Distributed load • . 3,564.00 ft-# Total Moment 0.00 Total Lateral 3,564.00 ft-# 324.00 Ibs Without Surface Restraint- Required Depth Press @ 1/3 Embed. Actual Allowable 3.294 ft 378.68 psf ' / 365.10 psf 05 D. •- d. E CDcocr> sK UUj yj S" 4- sr ^ CRAIG RUSH, SE Structural Engineering Title : Taylor Made Trellis Dsgnr: CR Description : Job # 0601 Date: 9:19PM, 5 JAN 06 Scope: Rev: 560100 User: KW-0604899, Ver 5.6.1, 25-Oct-2002 (c)1983-2002 ENERCALC Engineering Software Cantilevered Retaining Wall Design c:\ec55\0601 .ecw:Calculations Description Masonry Fence Criteria I Retained Height = 0.50ft Wall height above soil = 5.50 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 0.00 in Soil Density = HO.OOpcf Wind on Stem = 0.0 psf Lateral Load Applied to Stem | Design Summary I Soil Data | . Allow Soil Bearing = 1,333.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 250.0 Water height over heel = 0.0 ft Footing||Soil Friction = 0.300 Soil height to ignore for passive pressure = 0.00 in Lateral Load = 18.5#ffi Stem Construction I Top stem Footing Strengths & Dimensions fc = 2,500 psi Fy = 60,000 psi Mm. As % = 0.0014 Toe Width = 0.67 ft Heel Width = 1.33 Total 'Footing Width = 2.00 Footing Thickness = 12. 00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover © Top = 3.00 in © Btm.= 3.00 in ...Height to Top = 6.00ft ...Height to Bottom = 0.00ft Total Bearing Load = 852 Ibs Design height ft = 0.00 .. .resultant ecc. = 6.03 in Wall Material Above "Ht" = Masonry Soil Pressure @ Toe = 1,1 42 psf OK RohaS - / °4 Soil Pressure® Heel = 0 psf OK £2rS£*nfl = 24.oJ ^^ressureLessT^anAllowable^ 0™£^< « = ^ ACI Factored® Toe = 1,578 psf fb/FB + fa/Fa = 0.722ACI Factored @ Heel = 0 psf T . . .- _ „ .. .. .....Total Force @ Section Ibs = 11 5.4 Footing Shear ©Toe = 6.6 psi OK Moment.... Actual «•#= 333.7 Footing Shear ©Heel = 2.1 psi OK Moment AMowab|e = 462 0 w Allowable = 85.0 psi Wall Stability Ratios _. -in A Overturning = . 1-91 OK Shear Allowable PSI= 19-4 Sliding = 2.53 OK Bar Develop ABOVE Ht. in= 24.00 Sliding Calcs (Vertical Component Used) Bar Lap/Hook BELOW Ht. in = 6.00 Lateral Sliding Force = 150.4 Ibs Wall Weight = 84.0 less 100% Passive Force= - 125.0 Ibs Rebar Depth 'd' in= 3.81 less 100% Friction Force- - 255.5 Ibs Masonry Dataf*m DSI *~ 1 500Added Force Req'd = 0.0 Ibs OK _ £. _ _.' ....for 1.5 : 1 Stability = 0.0 Ibs OK So|jd Groutjng = 'Yes Footing Design Results | Toe Heel Factored Pressure = 1 ,578 0 Mu' . Upward = 446 0 Mu' : Downward = 73 112 Mu: Design = 373 112 Actual 1 -Way Shear = 6.64 2.06 Allow! -Way Shear = 85.00 85.00 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Special Inspection = Nc Modular Ratio 'n' = 25 7£ Short Term Factor = 1 .OOC > !' psf Equiv. Solid Thick. in = 7.60 ft-# Masonry Block Type = Normal Weightft-# Concrete Data ft-# fc psi = psi FY Psi = PSI Other Acceptable Sizes & SpacingsToe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined License Detail Page 1 of 2 License Detail Contractor License # 373142 CALIFORNIA CONTRACTORS STATE LICEN DISCLAIMER A license status check provides information taken from the CSLB license data base. Before on this information, you should be aware of the following limitations: • CSLB complaint disclosure is restricted by law (B&P7124.6). If this entity is subject tc complaint disclosure, a link for complaint disclosure will appear below. Click on the I'm button to obtain complaint and/or legal action information. • Per B&P ZQ71,17, only construction related civil judgments reported to the CSLB are disclosed. • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. • Due to workload, there may be relevant information that has not yet been entered ont Board's license data base. * * * Extract Date: 01/20/2006 Business information * * * HAMANN CONSTRUCTION 1000 PIONEER WAY EL CAJON, CA 92020 Business Phone Number: (619) 440-7424 Entity: Corporation Issue Date: 04/24/1979 Expire Date: 04/30/2007 *:** License Status*** This license is current and active. All information below should be reviewed. * * *Classifications * * * Class Description B GENERAL BUILDING CONTRACTOR GENERAL ENGINEERING CONTRACTOR * * *Bonding Information *** CONTRACTOR'S BOND: This license filed Contractor's Bond number 1840132 in the arr http://www2.cslb.ca.gov/CSLB JJBRARY/License+Detail.asp 01/20/2006 License Detail Page 2 of 2 $10,000 with the bonding company INSURANCE COMPANY OF THE WEST. Effective Date: 01/01/2004 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL(I): The Responsible Managing Officer (RMO) JEF CRAIG HAMANN certified that he/she owns 10 percent or more of the voting stock/equity corporation. A bond of qualifying individual is not required. Effective Date: 10/24/2000 BQI's Bonding History * * * Workers Compensation Information * * * This license has workers compensation insurance with the LIBERTY MUTUAL FIRE INSURANCE COMPANY Policy Number: WC2161031654185 Effective Date: 12/07/2005 Expire Date: 12/01/2©^ Workers Compensation History Personnel listed on this license (current or disassociated) are listed on other licet ; Personnel List f'U Other Licenses •License Number Request |jContractor Name Request (personnel Name Request_— 1 m ' " ' ' 1 •' ~ •Salesperson Request BSalesperson Name Request'" f W © 2005 State of California. Conditions of Use Privacy Policy http://www2.cslb.ca.gov/CSLB JLIBRARY/Licerise+Detail.asp 01/20/2006