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HomeMy WebLinkAbout2020 CHESTNUT AVE; ; CB042581; Permit09-24-2004 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB042581 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2020 CHESTNUT AV.CBAD Tl Sub Type: 2053302600 Lot#: $34,000.00 Construction Type: Reference #: PILGRIM CHURQH TELECOMMUNICATIONS W/ATENNA & EQUIP RM COMM 0 NEW Applicant: GUTIERIEZ RICHARD 18071 FITCH AVE IRVINE 92614 . Status: ISSUED Applied: 06/29/2004 Entered By: MDP Plan Approved: 09/24/2004 Issued: 09/24/2004 Inspect Area: Plan Check#: Owner: PILGRIM UNITED CHURCH OF CHRIST OF CARLSBAD 2020 CHESTNUT AVE CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFMFee 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 $265.23 $0.00 $172.40 $0.00 $0.00 $7.14 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter^Size.. •?•••".,. , ;. Add'l Reel, yvater Con. Fee Meter Fete SDCWA.Fee . CFD Payoff Fee PFF ' PFF (CFD-Fund) License Tax License Tax (CFD Fund). Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee 'Additional-Fees 'TOTAL PERMIT-FEES $0.00 $0.00 $0.'00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $60.00 $0.00 $0.00 $0.00 $0.00 $0.00 $504.77 Total Fees:$504.77 Total Payments To Date:$172.40 Balance Due:$332.37 1898 09/24/04 0002 01 02 CC3P 332.3? Inspector FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "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. : . . ".•'':.; j'".-. '''/-".\--•:•''• ' 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 CITY1 OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1, PROJECT INFORMATION 2&20 Address (include Bldg/Suite #) FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By Date M.O Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Phase No.Total # of units Assessor's Parcel #Existing Use J-f,._ flrr'tfwtr'* "Description of Work 2. CONTACT PERSON (itdiffafent from applicant) ting Use , Jlz&AA SO. FT. /of Bedrooms 172»40 #of Stories # of Bathrooms Name Address City, 3. APPLICANT D Contractor Q Agent for Contractor: D Owner CTAgem for Owner State/Zip Telephone Fax* Name Address City State/Zip Telephone # Name f Address City State/Zip Telephone if 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 exemptioqu_Any violationjjf, Section 7031.5 by a,ny applicant for a permit sutyectg.the applicant,^ axcivil penaltyjff not more, than five hundred dollars [$500]). .^ST Name' State License # Address J License Class City-' State/Zip City Business License # Telephone # 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: Jm 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 orthe work for which this permit is issued, •jxl* I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's corjipensation insurance carrier and policy number are:corjipensation insurance carrjerand policy num Insurance Company L~&*Y) r^<2^<Z,tP J%//-7<g/£g T*^ _ Policy No. |/V (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Expiration Date »s f vjy ~ / |~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 ($100,0001, injjddjtion to the cost^gt-eoTnpensation, damages,as provided for in Section 3706 of thej-abor code, interest and attorney's fees. ^SIGNATURE /^^^Z^^^^^^t^^-^-^Z^.,^*''^ DATE "" """ " " "' / 7, OWNEB-BtJiLDERt>ECLARATION ^^ l ; 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). |~| 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~|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 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-RESIDENJIAL 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 D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? fj YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? PJ YES O 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 .L'ENDINJQl^Blli^M ' " ' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that 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 buildinctXMcial under>he provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit isnot commencedyfltrfiry^jshays frpfn thd date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wo^JsIcorrtrnence^o^pe^ay^lso dfiys i(S§ction 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE '^/^T^' ^ V DATE WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 12/28/2004 Permit* CB042581 Title: PILGRIM CHURCH Description: TELECOMMUNICATIONS W/ATENNA & EQUIP RM Inspector Assignment: PD Type: Tl Sub Type: COMM Phone: 909578155 Job Address: 2020 CHESTNUT AV Suite: Lot 0 Location: APPLICANT GUTIERIEZ RICHARD Owner: PILGRIM UNITED CHURCH OF CHRIST OF CARLSBAD Remarks: Inspect Total Time: CD Description 39 Final Electrical 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: TED Entered By: KAREN Act/! Comment Associated PCRs/CVs Inspection History Date < Description 12/22/2004 39 Final Electrical 12/22/2004 39 Final Electrical 12/21/2004 31 Underground/Conduit-Wiring 11/09/2004 17 Interior Lath/Drywall 11/09/2004 18 Exterior Lath/Drywal) 10/22/2004 13 Shear Panels/HD's 10/22/2004 14 Frame/Steel/Bolting/Welding 10/15/2004 11 Ftg/Foundation/Piers 10/15/2004 12 Steel/Bond Beam 10/13/2004 31 Underground/Conduit-Wiring Act Insp Comments WC PD AP PD 2020 CHESTNUT METER FOR TELECOMMUNICATIONS SITE AP PD ROUGH CONDUIT AP AP AP PA AP AP AP PC PC PC PC PD PD PD EXT. WALLS ONLY •* City of Carlsbad Bldg Inspection Request For: 12/22/2004 Permit* CB042581 Title: PILGRIM CHURCH Description: TELECOMMUNICATIONS W/ATENNA & EQUIP RM Inspector Assignment: PD Sub Type: COMM 2020 CHESTNUT AV Lot 0 Type: Tl Job Address: Suite: Location: APPLICANT GUTIERIEZ RICHARD Owner: PILGRIM UNITED CHURCH OF CHRIST OF CARLSBAD Remarks: Phone: 909578,1555 Inspecto/ Total Time: CD Description 39 Final Electrical Requested By: TED Entered By: JANEAN Act Comment Associated PCRs/CVs Inspection History Date Description Act Insp Comments 11/09/2004 17 Interior Lath/Drywall 11/09/2004 18 Exterior Lath/Drywall 10/22/2004 13 Shear Panels/HD's 10/22/2004 14 Frame/Steel/Bolting/Welding 10/15/2004 11 Ftg/Foundation/Piers 10/15/2004 12 Steel/Bond Beam 10/13/2004 31 Underground/Conduit-Wiring AP PC AP PC AP PC PA PC EXT. WALLS ONLY AP PD AP PD AP PD EsGii Corporation In (Partnership with government for <Buifd~ing Safety DATE: 9/10/04 a APPLICANT ^JURIST JURISDICTION: City of Carlsbad ^cTpTAN~REViEWER Q FILE PLAN CHECK NO.: 04-2581 SET: HI PROJECT ADDRESS: 2020 Chestnut Ave. PROJECT NAME. Spring PCS Pilgrim Church EX] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I | 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. I | 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. I I 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 D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/2 trrfsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax.(858) 560-1576 EsGil Corporation In (Partnership with government for QiuiCtfing Safety DATE: 8/25/04 O APPLICANT JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 04-2581 SET: II PROJECT ADDRESS: 2020 Chestnut Ave. PROJECT NAME: Spring PCS Pilgrim Church 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [X] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I j The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [Xj The applicant's copy of the check list has been sent to: Richard Gutierrez(?) 18071 Fitch Ave. Irvine, CA 92614 I | Esgil Corporation staff did not advise the applicant that the plan check has been completed. |/\l Esgil Corporation staff did advise the applicant that the plan check has been completed. Person coxrtacted; Richard Gutierrez(?) 0***) Telephone #: (714)404-1940 Opl*>wKL / / . *,Date cewtaefed: ^^/(by: $-) Fax #: (949)553-3919 Mail Telephone c--'xFax< In Person . D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA Kl MB D EJ D PC 8/18 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 > (858) 560-1468 •* Fax (858) 560-1576 City of Carlsbad 04-2581 8/25/O4 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-2581 PROJECT ADDRESS: 2020 Chestnut Ave. SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 8/18 8/25/04 REVIEWED BY: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo City of Carlsbad O4-2581 8/25/04 No response was provided. S-1 sheet is not included in the re-submittal package. 2. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group B (if the equipment enclosure is roofed over) Description of Use telephone exchange 4. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 504.3. (if the equipment enclosure is roofed over) 5. A 1-hour occupancy separation is required between the B occupancy and the A2.1 occupancy. Table 3-B, Section 302.2. (See exceptions in Section 302) (if the equipment enclosure is roofed over. Check the occupancy separation) 6. A Class C roof covering is required. Table 15-A. (if the equipment is roofed over. Specify the roofing material on the plan.) 7. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 1506.1. (if the equipment enclosure is roofed over) 8. Sheet 3 of the calculation from Velocitel shows the cross post is 16'-6" above the existing glulam post. Sheet S1 of the plan appears to not show it. The calculation from SCI shows athe cross is 12' above the glulam post. Please clarify. 9. There are two different construction detail and calculation for the new cross. Please clearly identify on the plan which one will be used? 11. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. ELECTRICAL CORRECTIONS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (1999 NATIONAL ELECTRICAL CODE) 17. Rebar OR ground rods are not acceptable grounding electrodes for commercial applications in the City of Carlsbad. Please describe what the "UFER" ground will be. (footage, conductor material and size, depth in footing.) Note: If you have any questions regarding this Electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In tPartnersfiip with government for (Building Safety DATE: 7/13/O4 - •* • JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-2581 PROJECT ADDRESS: 2020 Chestnut Ave. PROJECT NAME: Spring PCS Pilgrim Church a APPLICANT a PLAN REVIEWER a FILE SET: I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. X] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Richard Gutierrez(?) 18071 Fitch Ave. Irvine, CA 92614 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: Richard Gutierrez(?) Telephoned (714)404-1940 Date contacted: MaJK"' Telephone REMARKS: (byiSo ) Fax -^" In Person Fax #: (949)553-3919 By: David Yao Esgil Corporation D GA |EI MB D EJ D PC Enclosures: 7/1 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 04-2581 .7/13/04 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-2581 PROJECT ADDRESS: 2O20 Chestnut Ave. DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 7/1 7/13/04 REVIEWED BY: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may.have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. • 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 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 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. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Q Yes Q No City of Carlsbad 04-2581 .7/13/04 1-. Provide a statement on the Title Sheet of the plans that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. 2. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: * Occupancy Group B (if the equipment enclosure is roofed over) * Description of Use telephone exchange * Type of Construction V-N? * Sprinklers: Yes or No 3. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 4. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 504.3. (if the equipment enclosure is roofed over) 5. A 1-hour occupancy separation is required between the B occupancy and the A2.1 occupancy. Table 3-B, Section 302.2. (See exceptions in Section 302) (if the equipment enclosure is roofed over. Check the occupancy separation) 6. A Class C roof covering is required. Table 15-A. (if the equipment is roofed over. Specify the roofing material on the plan.) 7. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 1506.1. (if the equipment enclosure is roofed over) 8. Sheet 3 of the calculation from Velocitel shows the cross post is 16'-6" above the existing glulam post. Sheet S1 of the plan appears to not show it. The calculation from SCI shows athe cross is 12'above the glulam post. Please clarify. 9. There are two different construction detail and calculation for the new cross. Please clearly identify on the plan which one will be used? 10.Sheet 9 of the calculation from Velocitel shows the anchorage for the equipment. The plan did not show it. Please add the information. 11 .The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. City of Carlsbad 04-2581 7/13/04 ELECTRICAL CORRECTIONS PLAN REVIEWER: Morteza Beheshti • ELECTRICAL (1999 NATIONAL ELECTRICAL CODE) 12.Show the ampere interrupting capacity (AIC) ratings of the service and sub-service equipment. NEC 110-9 13. Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits. NEC 230-208 14. Note on the single line diagram that all service disconnect devices shall be labeled as a "Service Disconnecting Means". NEC 230-70(b) 15. Please specify a ground electrode system for the new sprint leasing area on the single line. 16. Indicate the total load demand on the existing service. 17.Rebar OR ground rods are not acceptable grounding electrodes for commercial applications in the City of Carlsbad. Please describe what the "UFER" ground will be. (footage, conductor material and size, depth in footing.) Note: If you have any questions regarding this Electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City of Carlsbad 04-2581 :7/13/O4 [VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-2581 PREPARED BY: David Yao DATE: 7/13/04 BUILDING ADDRESS: 2020 Chestnut Ave. BUILDING OCCUPANCY:TYPE OF CONSTRUCTION: BUILDING PORTION cell site Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA II Valuation ( Sq. Ft.) Multiplier cb By Ordinance Reg. Mod. per city VALUE ($) 34,000 34,000 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Repetitive Fee Repeats Complete Review D Other i—, Hourly Structural Only Hour Esgil Plan Review Fee Comments: $265.23 $172.40 $148.53 Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS DATE 7 f YfO RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER Does/Misforms/Planning Engineering Approvals T- CM O O 6 6 1 J D- 0. I O s / PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST AddressPlan Check No. Planner Christer Westman APN: Phone (760) 602-4614 Type of Project & Use: CjCTW\\rC\ Net Project Density:.DU/AC Zoning:General Plan: CFD (in/but) Cirile On Date of participation: Facilities Management Zone: J_ Remaining net dev acres:_ (For non-residential development: Type of land used created by this permit: ) Legend:Item Complete Item Incomplete - Needs your action YESEnvironmental Review Required: DATE OF COMPLETION: CPi\(3?\S\ •'( Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES X NO DATE TYPE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES_ CA Coastal Commission Authority? YES NOXl NO If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): ' _ Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: __ _ YES NO u. Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor, Plans). - . 2) • Complete iCpa'stal Permit Determination Log as needed. -, » j .' • i -. -5 ' i H:\ADMIN\COUNTER\BldgPlnchkRevChklst Inclusionary Housing Fee required: YES NO \_ (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) .Data Entry Completed? YES \_ NO,,., ,•, , ,v* " r- ' ,'(AVP/p's,;/Vct.ivitV Maintenance, enter CB#, toolbar,'Screens, Housing Fe.es^jConstruct Housing Y/N, Enter Fee. UPDATF'!, 5,.* Site Plan: ' ;. .'-.'• "*"*** * - • '*"**'' r 1. Provide a fully dimensional .site plan drawn to scale. Show: North arrow, property lines, easements, j.existing and proposed,,structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. \ 2. Provide legal description of property and assessor's parcel number. Zoning: | | . 1. Setbacks: v Front: /.• Interior Side: ' Street Side: Rear: . Required Required • ^Required-'' J;' :: Required ' Shown Shown Shown Shown D 2.^Accessory structure setbacks:?v> '•> • Front;,.., ,« . ...\ „.. Required _ . ,.. •Interior Side: i4~ Required *'- '•*'•-:' Street Side: Required -sV'.-- Rear: Required Structure separation: Required 3. Lot Coverage:Required Shown Shown Shown Shown Shown Shown 4. Height:Required Shown 5. Parking: Spaces Required Guest Spaces Required Additional Comments Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BldgPlnchkRevChklst Carlsbad Fire Department 042581 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 07/09/2004 Fire Prevention (760) 602-4660 Building Plan Reviewed by: Name: Address: City, State: VELOCITEL 18071 FITCH AV SUITE 200 Irvine CA 92614 Plan Checker: Job Name: Sprint-Pilgrim Churc Job Address: 2020 Chestnut Street Job #: 042581 Bldg #: CB042581 __^_ Ste. or Bldg. No. Approved 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 and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Approved Subject to The item ypu have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. D Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review FDJob# 1st 2nd 042581 FD File # 3rd Other Agpnr.y ID SOLAR COMMUNICATIONS INTERNATIONAL, INC. Structural Calculations with Foundation Design For A 12 ft. RFTransparent Church Cross Located At: Pilgrim Church (SD40XC316B) 2020 Chestnut Avenue Carlsbad, CA 92008 San Diego County Prepared for: Sprint PCS Dated: June 20, 2004 Solar Communications International, Inc. 8885 Rio San Diego Dr., Suite 207, San Diego, CA 92108 P+ 619.243.2750: F+619.243.2749 www.RFTransparent.com Customer: Sprint PCS WSC Project No.: 04-0085 Date: 6/21/04 Page No.: 12 ft. RFTransparent Church Cross Proposed For Pilgrim Church (SD40XC316B) Table of Contents Loading Codes, and Materials Design Loading Design Criteria Codes and Specifications Materials Design Calculations: Project Sketch Wind Pressure Calculations Wind Areas and mLoading Calculations Antenna Mast Stress Analysis Mounting Plate Design: Glulam Beam Stress Analysis General Layout Sketches: Mounting Plate Details: Page 1 Page 2-4 Page 5-6 Page 7-8 Page 9-10 Page 11-12 PROFESSIONAL ENGINEER SEAL I hereby certify that this structural design report was prepared by me, or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the state of California P: (619) 243-2750; F: (619) 243-2749 www.RFTransparent.com CUSTOMER Spju'vir SOLAR COMMUNICATIONS INTERNATIONAL INC. BY $? ' CK DATE •£>«-»/ ^'tf f PROJECT # PAGE NO i '"PW - t H—t t ou' J ',L. ]-••• S - u t -f L 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.243.2749 CUSTOMER p <L/ rT^T] 3 SiL^m— ^ • •'tftfj . OTlr^^___ »£J ir SOLAR COMMUNICATIONS INTERNATIONAl., INC. SITE Piwo-iv, h CJ- BY -5 J CK (rr^\ . DATE <3^/3//6y V^O, (so40XC3tGB^ PROJECTff ^ t f^cj^ PAGE NO 'L- -<-, 3-.a" / i iT-a" T o.U H— '^fo 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.243.2749 CUSTOMER SITE C f BY ^ J CK SOLAR COMMUNICATIONS INTERNATIONAL, INC. DATE &(*/*> PROJECT # PAGE NO .^S.vL .i .M* ........ ~ ............ <=4> ...... CL.c, i —i—{-• I \<- M . KU. lfr-_ ~ 3c3 A rU A.1U Ot ^ u>. _ I ..., 3..1 8885 Rio San Diego Drive, San Diego, CA 92108 1 T-I-619.243.2750; F +619.243.2749 PROJECT # PAGE NO 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.243.2749 CUSTOMER SITE P( U£»ru>< BY CK SOLAR COMMUNICATIONS INTERNATIONAL, INC. DATE ° <* /*' In > PROJECT # PAGE NO IE. ?AV.H .^> ' D S <»(*,«,,3'' ii - — ..... ..... ......... j 4 ^ '> ..,. 5. f r 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.243.2749 CUSTOMER SITE P BY J CK SOLAR COMMUNICATIONS INTERNATIONAL, INC. PROJECT # DATE 06/Jj/st-/ _ PAGE NO r—r- V/Jiyb ° o Cr 3 —? X'/K|^V-^ jy_^._^. ^^^ ^ 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.243.2749 ^/V ~1 CUSTOMER > i3^ ~T^1~^ ^ . - o .•LWrfaUy SITE r-tu6»u.^Crr1! f J ' , Pm 4»-u * ' n\s * V OL' iaj Orrf" BY ^ J _.... CK" %^j • - • / SOLAR COMMUNICATIONS DATE ^9 C { ~* ' / 6 INTERNATIONAL, INC. ' ' " " " " • " ' ~T" i : "~i • v i~ ; [ ^T(^£.SS <SMG£Jk: " 6"J_B j M^ ice; C ^^^ i^^\ wi ( f ^ v^d W t- i I (9 AJ J ^ ' « PHOJcU 1 ff O ^j^-Ov & * j PAGE NO ?- ' i : 1 1 1 .' , • 1 , i ] i i r Y JL . -- i\»''X , V'Gr v> i-hV. > THo 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.243.2749 CUSTOMER 3 SITE Pn-6^ SOLAR COMMUNICATIONS INTERNATIONAL, INC. BY S ? CK DATE PROJECT # PAGE NO _ 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.243.2749 SOLAR COMMUNICATIONS INTERNATIONAL, INC. ' CUSTOMER SITE i BY CK PROJECT # PAGE NO \ MA.VT" 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.243.2749 SOLAR COMMUNICATIONS INTERNATIONAL INC. CUSTOMER SITE _£ BY SI DATE CK PC/ PROJECT # PAGE NO j VI" 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.243.2749 SOLAR COMMUNICATIONS INTERNATIONAL, INC, I r- -56'- CUSTOMER S I/1 /U (siT <Pcl j SITE BY ' DATE U 5 ; u PA. /Vir CK fr/A- PROJECT # 'Ob PAGE NO t\ri/ ! _L -a,LW,"\ I" J£i_£:ar JegrP JL, 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.243.2749 SOLAR COMMUNICATIONS INTERNATIONAL INC. •'-in CUSTOMER SITE .£ BY -<"! DATE © CK *" © ~sD~ PROJECT # PAGE NO / _l .-T MOO 8885 Rio San Diego Drive, San Diego, CA 92108 T + 619.243.2750; F + 619.2437749 STRUCTURAL CALCULATIONS Pilgrim Church SD40XC316B 2020 Chestnut Ave. Carlsbad, CA 92008 A PROJECT FOR Sprint December 4, 2003 Veloci"j~el Architecture & Engineering Division 18071 Fitch Ave. Suite 200, Irvine, CA92614, Phone: (949) 809-4999, Fax:553-3917 Ve/oc/ye/ Project Number: SD40XC316B / Pilgrim Church For Sprint PCS Description of the project: 1). Cut existing wooden cross and install new steel cross with antenna attachment. 2). Anchorage design of cabinet against seismic overturning. Design Codes: 2001 California Building Code Design Criteria: Seismic Zone 4, within 10 km from B fault Design Lateral Force = 0.22 W (=0.31 /1.4 W) Wind pressure, Exp C, 70 nriph @ EL 40'-0" max = 21.5 psf Closure: Please be advised that the evaluation and recommendations made were based on the information from as built plans without field intrusive verification. This evaluation was also assumed that the existing structure was originally constructed per as built plans provided and has been maintained in good condition since it was built. Due to the uncertainty of the unexposed roof framing, if later found after start of construction there is any discrepancy between the actual framing and this report or construction drawing, the contractor/owner shall notify the engineer of record for immediate remedial details. By accepting this report, the engineer of record shall not be held liable for discrepancies NOT brought up to the attention of the engineer of record. With this inherent limitation, the design and evaluation was done in accordance with generally accepted engineering principles and practice. Architecture & Engineering Division 18071 Ftfch Avenue, Suite 200, Irvine, CA 92614, Phone: (949)809-4999, Fax: (949)553-3919 VelociTel PAGE: DATE: JOB No: LATERAL FORCES GENERATION AND DISTRIBUTION: WIND: P=CexCqxQsxlw OCCUPANCY CATEGORY: EXPOSURE: [£_SPEED: STANDARD H 15 20 25 30 40 Ce 1.06 1.13 1.19 1.23 1.31 Cq 1.30 1.30 1.30 1.30 1.30 Qs 12.60 12.60 12.60 12.60 12.60 Iw 1.00 1.00 1.00 1.00 1.00 P 17.36 18.51 19.49 20.15 21.46 •a & o'•a3 Q. JJil .5-Si^. <" ^ VI \ c ts.s Kl To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title: Dsgnr: Description : Scope: Job# Date: 10:36AM, 4 DEC 03 Rev: 510300 User: KW-0604502, Ver 5.1.3, 22-Jun-1999, Win32 (c) 1983-99 ENERCALC Steel Column Page 1 c:\documents and settings\c.lee\my documents\ Description STRESS CHECK FOR NEW CROSS POST TS5X5X1/4 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS5X5X1/4 Column Height 13.500ft End Fixity Fix-Free Live & Short Term Loads Combined Fy Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced 45.00 ksi 1.330 29,000.00 ksi 13.500ft 13.500 ft X-X Sidesway Y-Y Sidesway Kxx Kyy : Sway Allowed : Sway Allowed 1.000 1.000 Loads Axial Load... Dead Load 0.10 k Live Load 0.10k Short Term Load . 0.10k Point lateral Loads... Along Y-Y (strong axis moments) Along X-X ( y moments ) DL Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments LL ST 0.388 k k n n 13.500 ft ft 1 Summary | Section : TS5X5X1/4, Height = 13.50ft, Axial Loads: Unbraced Lengths: X-X = 13.50ft, Y-Y = 13.50ft Combined Stress Ratios Dead AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.0013 Column Design OK DL= 0.10, LL= 0.10, ST= 0.10k, Ecc. = O.OOOin Live DL + LL DL + ST + (LL if Chosen) 0.0013 0.0025 0.2383 XX Axis : Fa calc'd per 1.5-1, K*L/r < Cc YY Axis : Fa calc'd per 1.5-1, K*L/r < Cc Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx: Allow [F3.1] fb : xx Actual Fb:yy: Allow [F3.1] fb : yy Actual Dead 17.09 0.02 29.70 0.00 29.70 0.00 ksi ksi ksi ksi ksi ksi Live 17.09 0.02 29.70 0.00 29.70 0.00 I DL + LL DL + Short ksi ksi ksi ksi ksi ksi 17.09 ksi 0.04 ksi ( 29.70 ksi /• 0.00 ksi t. 29.70 ksi 0.00 ksi 22.74 0.07 ^r — 39.50 9.30 "^_r- 39.50 0.00 ksi ksi ksi } P^~- ksiJ-*j~~*^ ksi ksi Analysis Values F'ex : DL+LL Fey : DL+LL Fex : DL+LL+ST Fey : DL+LL+ST Max X-X Axis Deflection 20,951 psi 20,951 psi 27,864 psi 27,864 psi Cm:x Cm:y Cm:x Cm:y DL+LL DL+LL DL+LL+ST DL+LL+ST /Xl"l22*in at 13.500Tt"> Max Y-Y Axis 0.85 Cb:x DL+LL 0.85 Cb:y DL+LL 0.85 Cb:x DL+LL+ST 0.85 Cb:y DL+LL+ST Deflection 0.000 in at 1.75 1.75 1.00 1.75 0.000 ft .0k. To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title: Dsgnr: Description : Scope: Job* Date: 10:36AM, 4 DEC 03 Rev: 510300 User. KW-0604502, Ver 5.1.3. 22-Jun-1999. Win32 (c) 1983-99 ENERCAUC Steel Column Page 2 c:\documents and settings\c.lee\my documents\ Description STRESS CHECK FOR NEW CROSS POST TS5X5X1/4 Section Properties Depth Width Thickness TS5X5X1/4 5.00 in Weight 5.000 in Area 0.250 in 15.59#/ft l-xx 4.59 in2 l-yy S-xx S-yy r-xx r-yy 16.90in4 16.90in4 6.760 in3 6.760 in3 1.91 9 in 1.919in fe 4 II i AT iJ^U.w/ ^Lu-Um bc?SJ" 18? o 0 2,* NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1 Ve/oc/Te/PAGE: DATE: JOB No: LATERAL FORCE ON ELEMENTS OF STRUCTURES, NON STRUCTURAL COMPONENTS AND EQUIPMENT SUPPORTED BY STRUCTURES: ALLOWABLE STRESS DESIGN CBC2001: CHAPTER 1632.1 ATTACHMENTS FOR FLOOR OR ROOF MOUNTED EQUIPMENT WEIGHING LESS THAN 400 POUNDS AND FURNITURE NEED NOT BE DESIGNED THE TOTAL LATERAL SEISMIC FORCE: Fp ' Fp= (4.0 x Co x Ip) x Wp (32-1) OR Fp=(ap x Ca x Ip / Rp ) x (1 + 3 x Hx/Hr) x Wp (32-2) Fp SHALL NOT BE LESS THAN (.7 x Ca x Ip) x Wp (32-3) AND NEED NOT BE MORE THAN 4.0 x Ca x Ip x Wp Distance to known source : Seismic Zone: 4 Seismic Import. Factor Ip : Soil Profile Types: >10KM •V Seismic Source Type: B: All faults other than type A and C 1.0 :Standard v SD : Stiff Soil Near Source Factor Na = Seismic Coefficient Ca = 1.0 0.44 Element Description Wt. (Ibs)Hx(ft)Hrf(ft)ap Rp Eq.32-1 Eq.32-2 Eq.32-3 Fp (Ibs) Cabinet on Grade conn on roof 0.0 T.6" 1.0 T6" 3 "3" 1.76 ~ \~J~6 0.15 "6.59" 0.31 "d.si" 0.31 "0.59 For ASD Design :Seismic Coeff. = Coeff. / 1.4 = 0.220 For ASD Design :Seismic Coeff. = Coeff. / 1.4 = 0.419 97Element.Lateral.xls VelociTel 18071 Fitch.Avenue Suite 200 Irvine, Calif. 92614 U.S.A. PAGE: DATE: JOB No: Non-Bldg. Component / Equipment Anchorage Element Description: 3000 Ib. Cabinet ASD Design PLAN l/IEW 1 w DT hcos8 Coefficient for ASD design = 0.22 Note: 1.4 factor has been reduced for ASD 0.44 1 Note: Ca and lp not needed for ASD 3000 Ibs. 660 0.00 Note: DL = 0.0 for ASD design b-i = Length (in ) = 24 b2 = Width (in ) = 24 h = Height of C.G. (in) = 48 N = Number of anchoring legs = Ca = Wp = Fph = Coeff.XWp = Fpv =0.5xCaxlxDL = 2 _•2)/{12(N-2)}xb/= 576 2=(N/4)xb2 =576 For Worst Condition Where 0 = tan '1 x b,/b2) =45.00 The net Up-Lift at mount 2 = P , =(0.9xWp -Fpv)/N-Fph (cos 0 ) ( h ) ( b2 /2) /!„ - Fph ( sin d)(h)(b1 /2)/lxx = The net Compression at mount 4 = 0)(h)(b2/2)/lyy+Fph(sin 0 ) ( h ) ( b1 /2)/lxx = The net Compression at narrow face at each support ( when 0=0) = Pc=(Wp+Fpv)/4 + Fph(h)(b2)/2 = 1410.0 Ibs. Shear reinforcing : Use HILTI Kwik Bolt II 1/2" <(> x 3 1/2" Embedment ICBO# 4627, COLA # 24946 Vallow= 1840 Ib. Uplift reinforcing: Unity check: Use HILTI Kwik Bolt II 1/2" <|> x 3 1/2" Embedment ICBO# 4627, COLA # 24946 = 875 Ib. (t/Tal,)5/3 + (v/Vall)5/3= 0.1 1.33 OK Ibs. Ibs. -258.38 1683.38 Equip.Anchor.hilti.xls License Detail Page 1 of 2 California Home Tuesday, Septemi , Welcome to License Detail Contractor License # 820577 CALIFORNIA CONTRACTORS STATE LICEN DISCLAIMER A license status check provides information taken from the CSLB license data base. Before on this information, you should be aware of the following limitations: • CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject t< complaint disclosure, a link for complaint disclosure will appear below. Click on the lin button to obtain complaint and/or legal action information. • Per B&P 7071.17. only construction related civil judgments known to the CSLB are di • 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: 09/07/2004 Business Information * * * F S T CONSULTING INTERNATIONAL INC 1840 E UNIVERSITY STE #2 TEMPE, AZ 85281 Business Phone Number: (480) 503-1355 Entity: Corporation Issue Date: 06/10/2003 Expire Date: 06/30/2005 * * *License Status * * This license is current and active. All information below should be reviewed. * * *Classifications * * * Class A Description GENERAL ENGINEERING CONTRACTOR *.* *Bonding Information * * * CONTRACTOR'S BOND: This license filed Contractor's Bond number K07078997 in the a $10,000 with the bonding companv http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 09/07/2004 LicenseJDetail Page 2 of 2 ' WESTCHESTER FIRE INSURANCE COMPANY. Effective Date: 01/01/2004 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL(I): This license filed Bond of Qualifying Individual i K06977417A for JAMES EDWIN BARRETT in the amount of $7,500 with the bonding co WESTCHESTER FIRE INSURANCE COMPANY. Effective Date: 05/14/2003 * * * Workers Compensation Information * * * This license has workers compensation insurance with the COMMERCE AND INDUSTRY INSURANCE COMPANY -1553-7 Policy Number: WC3282599 Effective Date: 02/01/2004 Expire Date: 02/01/2005 Workers Compensation History PersonneUJsJ License Number Request Contractor Name Request Personnel Name Request Salesperson Request Salesperson Name Request © 2004 State of California. CoMtion.sof.yse Privacy_PoHcy_ http://www2.cslb.ca.gov/CSLB JLIBRARY/License+Detail.asp • 09/07/2004