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Home My WebLink About1950 CAMINO VIDA ROBLE; 150; CB053053; Permit11-03-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB053053 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1950 CAMINO VIDA ROBLE CBAD St: 150 Tl Sub Type: 2120931200 Lot#: $1,612,155.00 Construction Type: Reference #: LINEAR CORP 52,005 SF OFFICE TO OFFICE COMM 0 VN Applicant: HURKES HARRIS DESIGN ASSOC. STE 300 1510 FRONT ST 92101 619-702-0380 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check*: Owner: ARDEN REALTY FINANCE III LLC C/ODELOITTE&TOUCHE PO BOX 188156 CARLSBAD CA 92009 ISSUED 08/24/2005 KG 11/03/2005 11/03/2005 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 Red. Water Con. Fee $4,316.94 Meter Size $0.00 Add'l Reel. Water Con. Fee $2,806.01 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $338.55 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 PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $146.00 $260.00 $51.00 $0.00 $0.00 $0.00 $0.00 $7,918.50 Total Fees:$7,918.50 Total Payments To Date:$7,918.50 Balance Due:$0.00 BUILDING PLANS V IN STORAGE ATTACHED Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition* of fees, dedications, reservations, or other exactions hereafter collectively referred to as "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 vou 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 FOR OFFICE USE ONLY PLAN CHECK EST Plan Ck. Deposit Validated By (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 icantfbr a permit subjects Ihe applicant to a civil penalty of not more than five hundred State/Zip City Business License # &?>OO Oty ^W t>|e£oStateffipDesigner Name State License # Workers'Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D 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. O I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D 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!) 100,0 DO), ImaddlUon to ihe cost of qfihpensation, damages are provided for In Section 3706 of the Labor Code, Into rest and attorney's fees. SIGNATURE V-^J^sAr^ ^^civJlAHLrVJk DATE \\ - ~*>—O 5 I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will d 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). D 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 contractors) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES D NO 2. I (have/have not) signed an application for a building permit for the proposed work. 3. 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 / /extractors license number): 5. I will provide some of the wort;, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of worts): PROPERTY OWNER SIGNATURE .DATE WHITE: File YELLOW: Applicant PINK: Finance PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES 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? D YES D NO Isthefacilitytobeconstrurtedwiminl.OOOfeetoftheouterboundaryofaschoolsite? D 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. mmamamttseam I hereby affirm that there is a construction lending agency for the performance of the work for which this permit Is issued (Sec. 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify ttiat i have read the application and slate thai the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND OSHA: An OSHA permit is required for excavations of 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 wfthin 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 period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance GltMlCartsht* Final Building Inspection Dept: Building Engineering Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dlst: Inspected / Bv: 6?If Inspected Bv: Inspected Bv: Planning CMWD CB053053 LINEAR CORP 52,005 SF OFFICE TO OFFICE 1950CAMINOV1DA KEITH CA Tp''fa<^\1 ROBLE #150 Phone: 8585255264 Water Dist: CA Date / / Inspected: It/wit Date ' Inspected: Date Inspected: StLite Fftfe Date: Permit Type: Sub Type: i Lot: 0 l ?£> Approved: ^C_ Approved: I Approved: , „ j ,., 01/10/2006 Tl COMM Disapproved: Disapproved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For: 02/07/2006 Permit* CB053053 Title: LINEAR CORP 52,005 SF OFFICE Description: TO OFFICE Inspector Assignment: TP Sub Type: COMM 1950 CAMINO VIDA ROBLE 150 Lot 0 Type: Tl Job Address: Suite: Location: APPLICANT HURKES HARRIS DESIGN ASSOC. Owner: ARDEN REALTY FINANCE III LLC Remarks: Phone: 8585255264 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: KEITH Entered By: JANEAN Act Comment X Comments/Notices/Hold Associated PCRs/CVs Original PC# Date 01/1 1/2006 01/1 1/2006 01/10/2006 12/16/2005 12/16/2005 12/16/2005 12/16/2005 12/16/2005 12/14/2005 12/14/2005 12/14/2005 12/14/2005 12/13/2005 Insoection History Description 34 89 89 14 19 24 34 44 14 24 34 44 84 Rough Electric Final Combo Final Combo F ram e/St eel/Bolting/We Id ing Final Structural Rough/Topout Rough Electric Roug h/Ducts/Dampers F ram e/Steel/Bolting/Weld ing Rough/Topout Rough Electric Rough/Ducts/Dam pe rs Rough Combo Act AP CO CO AP we we AP AP AP we AP AP NS Insp TP TP TP TP TP TP TP TP TP TP TP TP TP Comments PNLSFORTIONLY T-CEIL CEIL LITES DUCTS T-CEIL WEST SIDE SEE CARD LOG. CEILL LITES WEST SIDE SEE CARD LOG. DUCTS, HPS, WEST SIDE SEE CARD LOC. City of Carlsbad Bldg Inspection Request For: 02/07/2006 Permit* CB053053 12/08/2005 17 Interior Lath/Drywali PA TP 12/07/2005 14 Frame/Steel/Bolting/Welding PA TP 12/07/2005 34 Rough Electric PA TP 12/07/2005 44 Rough/Ducts/Dampers PA TP 12/05/2005 14 Frame/Steel/Bolting/Welding PA TP 12/05/2005 14 Frame/Steel/Bolting/Welding PA TP 12/05/2005 24 Rough/Topout WC TP 12/05/2005 34 Rough Electric PA TP 12/05/2005 44 Rough/Ducts/Dampers PA TP 12/02/2005 14 Frame/Steel/Bolting/Welding CO TP 11/21/2005 12 Steel/Bond Beam AP TP 11/21/2005 17 Interior Lath/Drywall AP TP 11/18/2005 17 Interior Lath/Drywall AP TP 11/17/2005 14 Frame/Steel/Bolting/Welding AP TP 11/17/2005 24 Rough/Topout AP TP 11/17/2005 34 Rough Electric AP TP 11/17/2005 44 Rough/Ducts/Dampers AP TP 11/15/2005 14 Frame/Steel/Bolting/Welding CA TP 11/10/2005 14 Frame/Steel/Bolting/Welding AP TP 11/10/2005 17 Interior Lath/Drywal! AP TP 11/10/2005 34 Rough Electric AP TP 11/08/2005 12 Steel/Bond Beam AP TP 11/08/2005 14 Frame/Steel/Bolting/Welding AP TP 11/08/2005 34 Rough Electric AP TP 11/04/2005 14 Frame/Steel/Bolting/Welding CO TP 11/04/2005 21 Underground/Under Floor AP TP 11/04/2005 24 Rough/Topout AP TP 11/04/2005 31 Underground/Conduit-Wiring AP TP Inspector Assignment: TP WEST SIDE T-CEIL E. SIDE CEIL LITES E. SIDE RE-LOC DUCTS E SIDE E. SIDE LG RM. E. SIDE LG E. SIDE LG RM E SIDE LG RM T-CEIL E SIDE/OK TO PLACE BORDER TILE SPRD FTN AND BASE PLATE AT 1074, 75 W. SIDE AND NEW RESTROOMS E. SIDE DMZ WALL NEW RESTRMS EXHAUST DUCT, SUPP. TO RR PER KEITH W SIDE (SEE CARD) ESIDE W SIDE (SEE CARD) SLAB PREP. FOR ELECT. / PLUMBS TRENCHES E & W SIDE E. SIDE WALLS NOT INCL COFFEE BAR N.INCL COFFEE BAR ESIDE 4 FS^g Information LKSSJ.ToBuikfOn •holn»«rihq • ConsuBtog • :l IFMT >ATE Jfl S Architect. Engineer. Contractor. INSPECTION REPORT PROJECT (Address) / f REPORT Building Permit Nn. Plan FHe No r* il Govt Contract No OSA or OSHPD # Other-— INSPECTION ORHPn OSA .^-Specialty Mechanical Electrical Rnofing Concrete Masonry Struct Steel Prestress Cone Pile Driving Fl reproofing Waterproofing Non-Destructive Soils Technteton Batch Plant Bott PuH-Out MATL SAMPLING QTY Concrete Cylinders Cement Mortar Samples Grout Samples Masonry Prisms Masonry Block Flreproofing Unite (block or brick) Asphalt Concrete Roofing Rein*. Steel Staef H.S. Bolts Tendon (PT Strands) Other Othar Other MATERIAL DESCRIPTION Rinf.:Reh*r Fttif.rW.WF , Rkrf- Tendon* , Cone.: Mb ft/pri Cone.: Mix ft/pat Grout Mix */pai ._ Mortar Typa/psi Units: Blnek IJnHs: Brink fttfiAl Matal Dtteklng Flrapmoflng fr-A* o ~> ?*CT INSPECTION CHECKLIST X Plan A Specs /} jfifitt^jP Cleantneas SlTAR lap* Fuhira Continuity */p»i. _ ComoHdatkin ._, Mortar Batching , Etaetrade Storage , , . . Torque Applied ; VQ/. - /V-W ^ ^" " ;-"-'/••' Corrective action required CorracHons cmnpletad _ REMARKS ;// / 5 7 7? CERTIFICATION OF COMPLIANCE: To the bett of wr loxiwtodge, aN of the report wof^ sDeclftoaWts and applicable secttorn c^ the build^ Ion or project control. INSPECTOR NAME.CERT. NO.. -~ // EsGil Corporation In Partnership with government for (BuiCtfing Safety DATE: November 3, 2005 a APPLICANT a JURIS. JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 05-3053 SET: IV PROJECT ADDRESS: 1950 Camino Vida Roble PROJECT NAME: Linear LLC - Office TI 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. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: In person Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Plans shall be signedby the Caftfornia state licensed engineer or architect where there are structural cha^ejtofeiiBna buildings or structural additions. Please include the California license numbf^fS\ff^e\^l\cer\se expiration and date plans are signed. Business and Professions By: Sergio Azuela Enclosures: Esgil Corporation D GA D MB D EJ D PC LOG tmsmtl.dol 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partners Rip -with government for <BuiCt£ing Safety DATE: November 1, 2O05 d APPLICANT JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 05-3053 SET: III PROJECT ADDRESS: 1950 Camino Vida Roble PROJECT NAME: Linear LLC - Office TI 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. Xj The applicant's copy of the check list has been sent to: Hurkes Harris Design Associates 1510 Front St., Suite 300, San Diego, CA 92101 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: Hurkes Harris DA Telephone #: (619) 702-0380 Date contacted: it/i/cC (by: ffy ) Fax #: (619) 702-0383 Mail Telephone Fax*—"In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation 13 GA D MB D EJ D PC 10/24 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad 05-3053 November 1, 20O5 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 05-3053 PROJECT ADDRESS: 1950 Camino Vida Roble SET: III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 10/24 November 1, 2005 REVIEWED BY: Sergio Azuela 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 Carlsbad O5-3O53 November 1, 2005 1. 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. 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 28. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. 30. The 'PARTITION KEYNOTES' # 21 ON SHEET Tl.3.3 AND LOCATION ON SHEET Tl.3.1 DOES NOT SHOW USES OF PROPOSED MATERIALS. THE NOTE SHOWS ONLY STORAGE OF ACETONE, SODIUM PERSULFATE AND SODIUM HYDROXIDE IN ROOM #1039. THE DATA LISTING ALL PROPOSED MATERIALS TO BE USED AND/OR STORED IN THE BUILDING SEEMS TO BE INCOMPLETE. ACOMPLETE REVIEW OF THE DRAWINGS CAN NOT BE DONE WITHOUT THE REQUESTED DATA. Please clearly show the sizes and locations of the "Tenants Etching Tanks" as per the 'Partition Keynotes' # 5 on sheet Tl.3.3 (in room #1039?) and clearly show what is the material in the tanks used for etching, also show where and how the Acetone is to be used. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. A) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). Carlsbad O5-3053 November 1, 2OO5 B) Clearly show the amounts of each type of hazardous material to be stored and in use. C) Clearly show where in the buildings each type of hazardous material is being stored or used. PLUMBING (2000 UNIFORM PLUMBING CODE) 32. The PLUMBING PLANS DO NOT SHOW THE HOSE BIBB TO SERVE THE "TENANTS ETCHING TANKS" AS PER THE 'PARTITION KEYNOTES' # 5 ON SHEET Tl.3.3, AT THE LOCATION ON SHEET Tl.3.1 MECHANICAL (2000 UNIFORM MECHANICAL CODE) 38. SHEET M3.2 STILL DOES NOT SHOW WHERE ACETONE TO BE USED? AND NO HAZARDOUS MATERIAL PROVIDED TO SHOW WHERE, HOW MUCH AND HOW ACETONE (OR ANY OTHER CLASS I, II, AND/OR MI-A FLAMMABLE AND/OR COMBUSTIBLE LIQUIDS) ARE USED AND/OR STORED? Where is the Acetone to be used? (Room #1039 only?) In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or III-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall betaken from a point at or near the floor. UBC Section 1202.2.2. 40. UPC, SECTION 807.0 ALLOWS DIRECT CONNECTION OF CONDENSATE WASTE ONLY TO THE TAILPIECE OF A LAVATORY OR TO THE BATHTUB OVERFLOW, NOT TO A KITCHEN SINK TAILPIECE AND NOT TO A BAR SINK TAILPIECE. PLEASE CORRECT. Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 310.1 & UPC 807.2. 43. THE REQUIRED EXHAUST VENTILATION SYSTEMS TO BE REVIEWED WHEN THE HAZARDOUS MATERIAL DATA IS PROVIDED. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. A) Detail the required make-up air as per UMC, Section 505.3. B) Detail the exhaust outlet clearances as per UMC, Sections 504.5 (Environmental) & 506.9 (Product conveying). C) Clearly show the exhaust duct material and gage used for each duct size. See UMC Tables 6-7 and 6-8. D) Detail duct support as per UMC Sections 506.5 & 610.5. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek 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 Partnership witR government j or (Building Safety DATE: October 7, 2005 Q APPLJANT JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 05-3053 SET: II PROJECT ADDRESS: 1950 Camino Vida Roble PROJECT NAME: Linear LLC - Office TI 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: Hurkes Harris Design Associates 1510 Front St., Suite 300, San Diego, CA 92101 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Xl Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Hurkes Harris DA Telephone #: (619) 702-0380 Date contacted:/0-A>-or (by: Joy) Fax #: (619) 702-0383 Mail Telephone Fax ix' In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation IE! GA El MB D EJ D PC 9/30 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 •* (858)560-1468 + Fax (858) 560-1576 Carlsbad 05-3O53 October 7, 2005 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 05-3053 PROJECT ADDRESS: 1950 Camino Vida Roble SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 9/30 October 7, 2005 REVIEWED BY: Sergio Azuela _^_^_^_^_^____ 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 Carlsbad 05-3053 October 7, 20O5 1. 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. 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 4. Indicate the use of all spaces adjacent to the area being remodeled or improved. Please show it on plans for the first floor and also for the second floor. The required information was not provided. Original correction is still applicable. 5. Provide cross reference from all wall details provided on sheet T1.7.1 and the floor plans. Section 106.3.3. The required cross-reference was not provided. Original correction is still applicable. 7. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. • E Windows adjacent to new door as the ones on room 1043. 10. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 708. 17. Exit doors from Group A occupancies shall not be provided with a latch or lock unless it is panic hardware. Section 1007. a) Panic Hardware is missing at door E. Carlsbad 05-3053 October 7, 2005 If you have any questions regarding these plan review /terns, please contact Sergio Azuela at Esgil Corporation. Thank you. ELECTRICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Morteza Beheshti • ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) • ENERGY CONSERVATION 23. The energy form(s) are ok. PLEASE RUN THE PROGRAM UNDER CLIMATE ZONE 7 IN LIEU OF 10 INDICATED FOR CARLSBAD. Note: If you have any questions regarding this Electrical or Energy 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. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 28. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. 30. Please clearly show the sizes and locations of the "Tenants Etching Tanks" as per the 'Partition Keynotes' # 5 on sheet Tl.3.3 (in room #1039?) and clearly show what is the material in the tanks used for etching, also show where and how the Acetone is to be used. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. A) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). B) Clearly show the amounts of each type of hazardous material to be stored and in use. C) Clearly show where in the buildings each type of hazardous material is being stored or used. PLUMBING (2000 UNIFORM PLUMBING CODE) 32. Provide water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 and Appendix 'A'. The water line sizing calculations on sheet P1.0 do not show the total exising water demand to remain and does not check that the existing water main to the building is sized for the new plus existing water demands. Please correct. EsGil Corporation In Partnership uritfi government f or <Buibfing Safety DATE: September 12, 2005 a JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 05-3053 SET: I PROJECT ADDRESS: 1950 Camino Vida Roble PROJECT NAME: Linear IXC - Office XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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: Hurkes Harris Design Associates 1510 Front St., Suite 300, San Diego, CA 92101 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: Hurkes Harris D A /PA^NA ) Telephone #: (619) 702-0380/ / Date contacted:^//2/oS"(by:l^- ) Fax #: (619)702-0383 Mail ^-Telephone -^ Fax In Person REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation E3 GA E! MB D EJ D PC 8/29 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad 05-3053 September 12, 2005 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 05-3053 JURISDICTION: Carlsbad OCCUPANCY: B USE: Office TI TYPE OF CONSTRUCTION: V-N ACTUAL AREA: 52,005 SF ALLOWABLE FLOOR AREA: UL (assumed) STORIES: 2 V-N-B-60 Yds/4 sides + sprinklers HEIGHT: SPRINKLERS?: YES OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 8/29 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Sergio Azuela COMPLETED: September 12, 2005 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and 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 ordinances enforced 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. Code sections cited are based on the 1997 UBC../ The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carlsbad 05-3053 September 12, 2005 1. 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. 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 3. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC. 4. Indicate the use of all spaces adjacent to the area being remodeled or improved. Please show it on plans for the first floor and also for the second floor. 5. Provide cross reference from all wall details provided on sheet T1.7.1 and the floor plans. Section 106.3.3. 6. Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 807. a) Please clearly show it on plans for all bathrooms. 7. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. • E Windows adjacent to new door as the ones on room 1043. Carlsbad O5-3053 September 12, 2O05 8. Note on the plans: "All interior finishes must comply with Chapter 8 of the UBC". Specify "Class III flame spread rating (minimum) for ROOMS AND AREAS." 9. Note on plan that suspended ceilings shall comply with UBC Tables 25-A, 16-O and 16-B. 10. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 708. 11. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24. 12. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1003.2.8.2. a) Please provide an exit sign adjacent to door 1065 to provide exit from open offices 1055, 1054, etc. b) Please show the second exit sign from Lunch Room 1023. c) Show the tow required exit signs from Training Rooms 1074 and 1075. 13. If exit signs are required, provide the following notes on the plans, per Section 1003.2.8.2: a) Exit signs shall be located as necessary to clearly indicate the direction of egress travel. No point shall be more than 100 feet from the nearest visible sign. b) Exit signs shall be readily visible from any direction of approach. 14. Show that exits are lighted with at least one foot candle at floor level. Section 1003.2.9.2. 15. Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 1003.3.1.6. 16. Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 1004.3. a) Please show it on plans for door T6/1075B. 17. Exit doors from Group A, E, H-l, H-2, H-3, H-6, H-7 and I occupancies shall not be provided with a latch or lock unless it is panic hardware. Section 1007. a) Please show it on plans for all exit doors at rooms 1074/1075 and 1023. Carlsbad 05-3053 September 12, 2005 18. All doors, within the exit path from Group A, E, H-l, H-2, H-3, H-6, H-7 and I occupancies to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 1003.3.2.2. a) Please show it on plans for all doors located in the exit path from rooms 1074/1075 and 1023. 19. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 10. Section 1003.3.1.1. a) Please show it on plans for all exit doors at rooms 1074/1075 and 1023. 20. Doors should not project more than 7 inches into the required hallway width when fully opened, nor more than one-half of the required corridor width when in any position. Section 1004.3. a) Please show it on plans for door T12/1012B 21. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 709 and 710." * MISCELLANEOUS 22. See attached lists for electrical, mechanical, plumbing and energy corrections. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: ) yes a NO a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 05-3053 September 12, 2005 ELECTRICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Morteza Beheshti • ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) 23. Note on single line indicates the AIC for the new breakers to match the existing. Please justify how new and existing breakers will withstand the available fault current. 24. Provide GFI protected receptacle(s) within 25 feet of HVAC equipment. NEC 210.8(b) 2 & 210.63. 25. Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source of power (battery or generator). This is required when two exits are required per the UBC. UBC 1003.2.8.5 and NEC 700.16. 26. If utilizing a series-rated system, note on plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22" and "The overcurrent devices shall be AIC rated per manufacturers, labeling of the electrical equipment". • ENERGY CONSERVATION 27. The energy form(s) are ok. Note: If you have any questions regarding this Electrical or Energy 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. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek , 28. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. Carlsbad 05-3053 September 12, 2005 29. Correct the statement on the Title Sheet of the plans: a) The 2001 edition of the California Building Code (CBC) adopts the 1997 Uniform Building Code (UBC) and the 2001 California Amendments. b) The 2004 edition of the California Electrical Code (CEO adopts the 2002 National Electrical Code (NEC) and the 2005 California Amendments. c) The 2001 edition of the California Mechanical Code (CMC) adopts the 2000 Uniform Mechanical Code (UMC) and the 2001 California Amendments. d) The 2001 edition of the California Plumbing Code (CPC) adopts the 2000 Uniform Plumbing Code (UPC) and the 2001 California Amendments. e) The 2001 edition of the California Fire Code (CFC) adopts the 2000 Uniform Fire Code (UFC) and the 2001 California Amendments. f) The 2001 edition of the California Energy Efficiency Standards. 30. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. a) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. c) Clearly show where in the buildings each type of hazardous material is being stored or used. PLUMBING (2000 UNIFORM PLUMBING CODE) 31. Please provide plumbing drawings and calculations for the new plumbing. See 'Partition Keynotes' # 5 and 6 on sheet Tl.3.3 and 'Equipment and Plumbing List' on sheet Tl.3.3. 32. Provide water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0/and Appendix 'A1. 33. Provide complete drain, waste and vent plans. 34. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 35. Show water heater size, type and location on plans as per UPC Chapter 5. MECHANICAL (2000 UNIFORM MECHANICAL CODE) 36. Detail the access and working clearances to HVAC equipment. UMC Section 903 Carlsbad 05-3053 September 12, 2005 37. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC Section 1202.2.1 38. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or lll-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC Section 1202.2.2. 39. Correct the mechanical drawings to show the limits of the fire rated corridors. The correct the following: a) Show the required smoke and fire dampers at duct opening into the required smoke and fire rated corridors. b) Show the required ceiling rated fire dampers at duct openings in the fire rated ceiling membranes. UBC, Section 713.11 #4. c) The fire rated corridors are not to be used to convey air to or from rooms. UMC Section 602.1 40. Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 310.1 & UPC 807.2. 41. Detail the overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space to readily observed locations. UMC Section 310.2. 42. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or lll-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC Section 1202.2.2. 43. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Detail the required make-up air as per UMC, Section 505.3. b) Detail the exhaust outlet clearances as per UMC, Sections 504.5 (Environmental) & 506.9 (Product conveying). c) Clearly show the exhaust duct material and gage used for each duct size. See UMC Tables 6-7 and 6-8. ' d) Detail duct support as per UMC Sections 506.5 & 610.5. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek 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. Carlsbad O5-3053 September 12, 2005 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2001 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS. ADDITIONS AND REPAIRS When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. ACCESSIBLE PARKING 2. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 1129B.4.2. SANITARY FACILITIES ' Please provide a complete layout for all bathrooms, including all the particular dimensions applicable to each bathroom (1025 A to D. 130 A to C and 1014). Additional corrections may follow. Carlsbad 05-3053 September 12, 2005 RESTROOM FIXTURES AND ACCESSORIES 3. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.2.1.1: a) The rim of at least one urinal shall: i) Project at least 14" from the wall, ii) Be ^ 7" above the floor. b) The control mechanism is be located ^4" above the floor. c) >30" x 48" clear floor space is provided in front of the accessible urinal. END OF DOCUMENT Carlsbad 05-3053 September 12, 2005 JURISDICTION: Carlsbad VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: O5-3053 PREPARED BY: Sergio Azuela DATE: September 12, 2005 BUILDING ADDRESS: 1950 Camino Vida Roble Linear LLC/Office TI BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING PORTION Office TI Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 52005 cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 1,612,155 1,612,155 $4,316.94 Plan Oieck Fee by Ordinance Type of Review: LJ Repetitive FeeRepeats Complete Review D Other r—I Hourly Structural Only Hour Esgll Plan Review Fee $2,806.01 $2,417.49 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS DATE 0 <r RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.001 CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE ID DoaMtaranrumannina •nolriMrira tutnmiatt Carlsbad O5-3053 October 7, 2O05 MECHANICAL (2000 UNIFORM MECHANICAL CODE) 36. No response provided? Detail the access and working clearances to HVAC equipment. UMC Section 903 37. No response provided? No outside air shown ducted to the HVAC units? Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC Section 1202.2.1 38. No response provided? Where is the Acetone to be used? In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or III-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC Section 1202.2.2. 39. No response provided? Correct the mechanical drawings to show the limits of the fire rated corridors. The correct the following: A) Show the required smoke, and fire dampers at duct opening into the required smoke and fire rated corridors. No response provided? And drawings were not corrected. B) Show the required ceiling rated fire dampers at duct openings in the fire rated ceiling membranes. UBC, Section 713.11 #4. No response provided? And drawings were not corrected. C) The fire rated corridors are not to be used to convey air to or from rooms. UMC Section 602.1 No response provided? And drawings were not corrected. 40. No response provided? Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 310.1 & UPC 807.2. 41. No response provided? Detail the overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space to readily observed locations. UMC Section 310.2. 43. No response provided? Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. A) Detail the required make-up air as per UMC, Section 505.3. B) Detail the exhaust outlet clearances as per UMC, Sections 504.5 (Environmental) & 506.9 (Product conveying). C) Clearly show the exhaust duct material and gage used for each duct size. See UMC Tables 6-7 and 6-8. D) Detail duct support as per UMC Sections 506.5 & 610.5. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek 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. Carlsbad Fire Department Plan Review Requirements Category: TI , COMM Date of Report: 10-05-2005 Reviewed by: Name: Address: HURKES HARRIS DESIGN ASSOC. STE 300 1510 FRONTS! SAN DIEGO C A 92101 Permit #: CB053053 Job Name: LINEAR CORP 52,005 SF OFFICE Job Address: 1950 CAMINO VIDA ROBLE CBAD St: 150 J.1^ \^X^1V.E JT J-/EJ J- M^ J. 11C ll^lll y^U Il&VC' 'aitLiMlLl LuiuluU A iiviuw tu iLtcumn IT?TTTTTTtJ^ KC with tlio applicable oodoa and/or otandarda. Ploaao review '^iwuu'b'W ^ Conditions: Cond: CON0000753 Esgil Corp. to follow up on 58 ft. dead end corridor and panic hardware issues. Architect to deal directly with Esgil Corp. Plans not to be approved until corrections are made. Entry: 09/29/2005 By: pp Action: CO Cond:CON0000781 This project has been reviewed and approved for the purposes of issuance of building permit. This approval is subject to field inspection and required test(s), notations hereon, conditions in correspondence and conformance with all applicable regulations. This approval shall not be held to permit or approve the violation of any law. Entry: 10/05/2005 By: pp Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 09-29-2005 Reviewed by: Name: HURKES HARRIS DESIGN ASSOC. Address: STE 300 1510 FRONTS! SAN DIEGO CA 92101 Permit #: CB053053 Job Name: LINEAR CORP 52,005 SF OFFICE Job Address: 1950 CAMINO VIDA ROBLE CBAD St: 150 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, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0000753 Esgil Corp. to follow up on 58 ft. dead end corridor and panic hardware issues. Architect to deal directly with Esgil Corp. Plans not to be approved until corrections are made. Entry: 09/29/2005 By: pp Action: CO SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# -2.C>5~~I5S BP DATE / / 3'£"8 Business Name Lw£*R. ULC Business Contact STEVE Telephone # Project Address City State Zip Code APN# Mailing Address City State c* Zip Code Plan File# Project Contact Telephone # The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 5. 2. Compressed Gases 6. 3. Flammable/Combustible Liquids 7. A. Flammable Solids 8. Oranic Peroxides pyrophorics Unstable Reactives 9. Water Reactives 10. Cryogenics 11. Highly Toxic or Toxic Materials 12. Radioactives 13. 14. Other Health Hazards 15. None of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS fHMDl: If the answer to any of questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3'" floor, San Diego. CA 92101. Call {619) 338-2222 prior to the issuance of a building permit. 'JtheI FEES ARE REQUIRED. Expected date of Occupancy ' * / O\ 1 O£~ YES 1. D 2. 0" 3. D 4. D 5. D6. a NO, 5r Is your business listed on the reverse side of this form? D Will your business dispose of Hazardous Substances or Medical Waste in any amount? tt^ Win your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? H*"" Will your business use an existing or install an underground storage tank? G-K Will your business store or handle Regulated Substances (CalARP)? B"" Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? D CalARP Exempt < / . Date Initials ^ D CalARP Required Date Initials i D CalARP Complete / Date Initials PART III: San Dleoo County Air Pollution Control District: If the answer is yes to any of the following questions, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA, 92123. Call (858)650-4550 prior to the issuance of a building permit. YES D NO n a aa aa Will the subject facility install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? {ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12) as listed in the current Directory of School and Community College Districts, published by the San Diego County of Education and the current California Private School Directory, complied in accordance with the provisions of Education Code Section 33190? Does the building or structure for which this permit is requested contain any friable asbestos? Is there demolition involving the removal of a load supporting structural member? Briefly describe business activities:Briefly describe proposed project'. TO I declare under penalty of perjury that to the best of my knowledge and belief the responses made herein are true and correct. Name of owner or Authorized Agent Signature of Owner o/Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY'.DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED ^APCD RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMMD APCD RELEASED FOR OCCUPANCY COUNTY-HMMD APCD f Con _ FlPU _,\Krtc.r\i\a V\n SEP .8 aogsj7:53RH HP LRSERJET 32OO /v P. 3 KITSUBjSHI GAS CHEMICAL COMPANY,INC. Mitsubishi Building 5-2,HarunoucM 2-choce Chiyoda-ku,Tokyo,JAPAN Telephone (03)3283-4769 pase: 3 of 3 MATERIAL SAFETY DATA SHEET I, MATERIAL IDENTIFICATION CoBaercial product name ' Sodlui Persulfate -.v Foraula : Na2S208 , NaS03-0'0-03SNa Molecular weight : 238,1 Cheaical faaily : Inorganic Peroxycoapounds CAS NO. : 7775-27-1 This taterial is coapliance with the Toxic Substances Control Act(TSCA) fa* HAZARDOUS COMPONENTS 1. 2. . NAME Aanonlun Persulfate Sodiua Persuifate CAS NO. 7727-54-0 7775-27-] trace ID. PHYSICAL DATA Boil ins point Melting point Vapor pressure Vapor density Solubility In water Specific gravity Evaporation rate Appearance Odor Not applicable Decomposed at 200 *C Not applicable Not applicable 70.Zf/100«-aQU8 at 20 "C 2.549 Not applicable fhite crystals None IV. HEALTH HAZARD ^FORMATION Acute oral toxfclty : LD50 ; 895ag/k« in rats, LDLO ; 178«/k* in rats. * General Airborne dust nay Irritate eyes, skim and MUCOUS neobranes upon contact. Continuous contact nay produce skin dermatitis. Inhalation of airborne dust at htght levels Bay produce shortness of breath in aMeric persons. But with SEP 26 2005 7:53RM HP LRSERJET 32OO Fire fighting Instructions page: 3 of 3 ( FIRE AND EXPLOSIN DATA - CONTINUED ) Evacuate personnel to 8 safety area. If seoke and fuaes can not be avoided, use proxiaity suit and self-contained breathing apparatus. p. 4 W. REACTIVE DATA * General Incombustible, however decomposes when stored under conditions of excessive heat and/or •oisture, generating heat and causing the release of oxides of sulphuric acid and oxygen which supports coibustion. Reacts with acids, alkalis, heavy metals, and reductants to release oxygen. Stability : Stable. Hazardous polymerization : (Fill not occur. IB. D1SPOZAL INFORMATION Spill/Leak : Mote: Review section IV and V before proceeding with clean UP. Use PERSONAL PROTECTIVE EQUIPMENT during clean up. Sweep up. pl&ce in drum lined with acid resistant materials and rinse the area with water. Avoid contact with combustible mate- rials. PC. STORAGE CONDITIONS Store in cool dry place and away froa flamnable materials In tightly seajed containers. Avoid lolsture absorption and/or contamination such as rust. ^ Note ' Treatment, storage, transportation, and disposal must be in accordance with Federal, State, and Local, regulations. X. SHIPPING INFORMATION Name (DOT) Hazard Class UN NO. UN class Contalner(bags) Sodium Persulphate Oxtdizer 1505 5.1 DOT - 44P, DOT E-8692 P NOTICE This infornatlon which described our product with regard to possible security requirements, is based on the present state of our knowledge and experience. It Is given In good faith, however no warranty expressed or Implied with respect to the quality and properties of our product is made. 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SS | £ I 2 e: £ £ 2 C X &, je § •!> 3 di D UA^GCEU EXTREMELY FlAMMABU.^VALtONVED OR (MULED.CAUSES IRRITATION.Keep iwiy from hell, f parks «nd (IanAvoid conttct with eyes, (kin and cto(Keep container closed.Use with adequate veniilBUon.Avoid breathing vapor.EMERGENCY/FIRST A]s^« ~'^'K e » ii IT —3-S «n 8. 5 j-« .c 2 3••O C-3*«3l-S~'»'- a« S.31* Mi=-o"g?^= «l "5 S P CaB— °; .3 .2 E c c " S i» • —ii a-si o^ § «^ ? IS l&f SB&r^S= 1 an- 3 3!siSi || £S^ £^§sgg.!3 S^3 w^zos&.S 15 c 1*3 35•S ** 3 j= **«> c 2 "5 — I'ia-t"s^r^f:•I S 1 • a «*£ i fc i> T* ^ * » £ S « S^ S _- C E -s -o** C T* ^* C C *S>-6 £ rf-5« g.» Z 2 5 r- J -T« . -^ •= S -a -J If swallowed, induce vomiting imtncdi\vatcr and slicking finger down throtimovth to an unconscioui pcnon. If !iK not breathing, give artificial mpiradifficult, give oxygen. Incaseofronttoreyct with plenty of water for at lea:call a physician.SEE SECTION 5.DOT Hazard Class; Flammable2 OHwu SEP 26 2O05 7:53RM HP LRSERJET 32QO P- 6 ACETONii M # 3 cu O x> V ^LIESouuk* 3D •5u ~a u uMl ,5 ocn | O Eu 5^«4 < < lj OU.1£ o£ 1 <u_e 1 uJa^s 3 2.KV U >»oa. o c *^ V u 3 Gji •3e uo t. _>» Eu E.a c,o n cu>cxhausii « Jc »ni/ < a. ! g'S 2 •S : VI • •— JV >o c S -S £•s *rs F lie coniai-• c 0 '~ ** *-.•S!.a .5 S[Is = 3 i ^"* *7^^ ° £r)S 1> C4 ry 3 2- < * c"3 .0 • 5 4 ~5 c!^ II i 5 J J > "_- : e- u : E• 3 * ISi!> — r! ja '3 •o ^ .9 cccnt edilk4 3E ^4 ^J1> G G ^s11 a n.E.< w O z_iratqrs:c.inu "«c S fc ut-S.•o rai^ I E<jj=uuuu'S.uuIt ;cdcd a ftwWKl> rJ uj; o 3 ' E c "xR E u O o.3 e"^utae I uA S-s<_o C5. 2 y u 1 ? *-• I—v -n <] (• .rr ^i_ o •£..= »-lb* >« 5 5" t.C o'5. (5Si^ iTu p.e c ^ w>^ uA £iru ^~ Q. *5« lic «-.2 '3 E "3 I&85 1 luding bonlact..i; c *1'•M •C i!p C. .£ o3 i.. e ec o. y •S 3 S *1 5 2 i<g 2 ^art, apu ceg js •=« 2.SWecoab"o**t*u ea. 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JCII*K.uJ= M lidl occasional!£lower and upper iimmedialely.« S = .5 55•3 § -S M He iO:iioatic1 Z C .2 Bs.1 cc c C,c c L.te ^e^ 1 £:z u-*SKCTION iM ce tu £5^"<cm«•«-hA. LJe:3tooa.Xtu < A EoE 9 1 E^»aa» i-C gcu Inlinbtlon:I muling lo th•&lc ,£ui5 w-g^5^^ 1w-•• 3o dizzirtcM.dullrconcent rationsg §•iVtklu o JS 'S tfa *H•> 3<^ Es-le 37 9e JCu e li|til *^ V 2 a c2w vt9 C>t i •4 . 8-J .15 -•3««.= e= 3•s au C •Q Go -a lailating dve tpain, drying an9o frE 3 3 5- g. •> O tn>c HI -T* -^u tC9 *"**1s O G* S. £$ vcs.is4V et•ot>K tmtation, with| M .d c> "S E o «>ws a. S1 u«0 p 5M•ou M2.•k Prolonged or ror dennatiiU.vf *» *-*« i g-3*ri u 115i l-iw 5 •« 3v y^ ™£ £ w -Se u AggrtvationUse of aloohoH J5EP 26 2O05 7: 54RM HP LRSERJET 32OO ( fcu Li D -ESpec ? = i5 D '55oy4a2 o E 5 e-S oo cc ro O £ «£>'c^ 00 a: CO D t- £oo >-I^ H-3 D O •C cs a i-tCJ <*» " -a c '5£ o o3'— isP ^T« t> U to vi SIc: c:UJu 3 S c Uo I o 5fl V *J O X tOI Dto Vm 1 M3 •5 ^E 3 •UCa) T3T? < .** E^ s sCO^ IDJC Eo t- -ooJ=o« <y Q | n 5s r~. ?O 5 <to 8 S o•o t-C oc_e jg 'C.•a "Oet_o Ckle'iou> < •€ct •c(Q t/ •£iHo £8 tot>•o D UC ts 1 pwou< Sr*i^ E4eu -C:o. 1 Ps£ft. 0 ACETONEp. 7 O 5 o O J3 Ojr to « 21 G— (=—l** 3 «* ^ o SEP 36 2005 7:55flM HP LRSERJET 32OQ I p. 9 ,. J 2 "3 •9 a .2 irt-5u cuco Vcnlllntlon System:A system of local ind/or gic Airborne Exposure Uraiu. L<YJ,ly preferred became it can com re;nant at iu source, picvtniiti£r tt'i employee exposure* belowexhaust ventilation u genethe cmiisiont of the conUinl work area. Please relcr tu UKa| Venlilalion, A Manual of P-io,fcrdciflilf.S3-S dUpcrtlon of it into the geACGII I document, 'IndmPractice**, m«t recent edi(NIOSH Approved)tt/mhl respirator with cliemL^!dT*Penonol Respirators;If the TLV U exceeded, a i•jtl, up to ten liuic* U»t '1LV. CX....tiottt. Alternatively, a supplied »irIrUned hood any be wom.5 3 ^gog£l« may be worn, in g<respirator lupptier for lirafuU faccpiew reiptraior 01clothing. Including boou, tle*tt, (j-xven.1 (kin contactU 0.Sldo ProtccliDo:Wear Impcrvioui proterti\coat, iproa or covertlli loEye Prolcctioo:•nd/ora full face tJucld vhcrc:t IcaicJ thould not Uc«ocii^!*>c:-.Maintain eye ••»u,h u-.. .:.»;.. -•-.-*t 3il -* »Utc chemical ufely goggl'ipluhing U pouiblc. Conworluog with thit material-ae quick-drench facUitiei ID ie_£ £ C E £tft •tspc SECTION 7 Slomccaincr. Protect from:oal,dry, ventilated irea i^vf—-!d iccooipalibililiu. <\i'*4)i jJJ ;:.:s - 3 Keep la a lightly doted ccphysical damage. Store latourcci of beat, moitlure% acvcr the rcvertc..5 ciuttic to water while f tin-3 20 js ^3 D. FIRST AID_w'3 "5• S•a. M _C!i;lobalatloo:Remove 10 frutt »ir. If not bread• Su cweoe•Qi retpjration. If breathing ii difficulphyticiin.3 » .a••5 2 ^•^ a oe P35*1ef b. --*** Mo a »Sii«sl211 lag($Uoa:DO NOT INDUCE VOMmNGwiUforrnilki/tvatUble. NeverU uocQudouf pert^o* Get medlo^t1^•5 —o ^; o-.S•5 S•y I Ii11 Skla Exposure:la cue cf contact, immediately ftfor at least IS mioutu while rem<n;gc>i^R. —3s3K and (hoc*. Waih clolhtng beforeimmediately.:= c- o3 S 3 —•1.3C -D •0 " — E15 TS j^ i? ^Eye Exposure;Wash ey« with plenty of water ftlowtr and upper eyelidi oceuion;Immediately.- i'J's^o t wc5 o .. u2j « d ^- S -3 -2H ^« C 1 11*c: E -g ^ *"*C. TOXICITY DATA'No LDSO/LCW inform nioa fourroute] of occupational cxpotvre.rabbit: 50 mg/24H Severemg/24K Severe *VIt C=4^ 2 Ij;a cC_o BC u-<s *£> 2Oeuw: 3•a3 C19«* a£ «B ^'3 1 ?**" ' i•I £-OSHA Permisiible Exposure U1 mg/m3 Ceiling-ACGIH Threshold Limit Value2 mg/m3 Ceiling r »r " 09-15-05 Re: Plan check corrections for Linear LLC, Office TI, 1950 Camino Vida Roble. Carlsbad CA 92008 EsGil Plan Check # 05-3053 Morteza Beheshti, In response to the corrections you have indicated on the "Plan Correction List," the following changes have been made to the plans and are indicated by revision triangle 1: 23. The existing AIC rating at the main switchboard is 65,000. The new and existing circuit breakers will be series rated. See 26 below. 24. GFI receptacles have been added to the roof for the new mechanical units. See revised sheets and note #1, sheets E2A and E2B. 25. The exit sign spec is now shown with two sources of power. See sheet E3C. 26. A note has been added for series rating. See note 3. sheet E5 If you have any questions or would tike to discuss, please call. Randy Hoover Sunwest Electric, Inc. 3064 E. Miraloma Avenue Anaheim, Ca, 92806 Phone:(714)630-8700 Direct line (714) 630-1840 ext. #270 Fax (714) 630-8740 E-mail - rhooverfSsunwestelect.com CC: Engineering Job Folder STRUCTURAL CALCULATIONS FOR LINEAR CORPORATION RCON ENGINEERS MICHAEL WEST, S.E., INC. STRUCTURAL CONSULTANTS PROJECT NO. AE05945 August, 2005 Yahoo! Maps - Carlsbad, CA 92009 http://maps.yahoo.com/maps_result?addr=camino+vida+roble&csz=. Yahoot Mail I f\f A I Welcome, damlno_wayne M*Jl fSIgn Out. Myjiccount] Search ) Maps Home - Help $12.99.'WKNO DAY RentWtsdv1 Map for: Camino Vida Roble Carlsbad, CA 92009 Save Driving Directions: Tojjerg - From Here O Printable Version [ Ea EmaiLMap | gJ Link to this Map -lst.3citv567state910-£S i,oom ^ JBW WT.J-. ^fci .—• XA*M*WI# r.i. iOut L»UJ i {smalt map Cfdft**aalffaun V.«w* ^4..,»•* UeCtfl/M-fa/aiair .** *'ons/f See thesejjusingss locali onsonjhismag^ ocation My Locutions: Edn_ - My Locations - ;,4'; tl.S. Addreai: jcamino vtda robte City, State or Zip: Jcarisbacf, cattfomia Get Map I Canadian Mag Truffle I . iifjaif. 0VIEW TRAFFIC ON MAP AsmartVicw '" /Sec Locations on this Map /"Food & Pining ' Entertainment O Amusement Paries O Beaches OGolf Courses O Hiking Trails OMovie Theaters O Museums O Night Clubs O Ski Resorts O Sporting Venues O Spas O Theater ^Community Services "Shopping & Services Transportation "Financial A ATMs What's this? at Find more nearby... ® Zoom in & Re-Center O Re-Center only View Map Leiend SPONSORED LINKS • Sj^DjegoVacation Package - Including your choice of Zoo tickets, Sea World, Legoland Theme Park or $60 dinning certificate. Great value. vfi.magna.nff/ • San Diego's Choice for Catering - Since 1999, The Abbey Catering Company has surpassed our clients expectations each time with outstanding presentation, taste, service and pricing. You won't believe what we can offer. www. iheabbeycatering. com • Dana Inn and Marina in San Diego - Waterfront hotel in Mission Bay, next door to Seaworld, recreational paradise and convenient to all San Diego's attractions. \vww.danainn. com Maps 1 Driving Directions 1 i.ogal | Yetiow Pages I Real Estate Copyright O 2005 Yahoo I Inc. All rights reserved. Privacy Ppjjcv - Terms of Setvlee - Copvripht/IP Policy • Yahool Maps Terms of Use - HeJp - Ad Feedback Iof2 8/18/2005 11:04 AM ZIRCON ENGINEERS 5625 RUFFINRD.STE 130 SAN D/EGO, CA 92123 Title: Dsgnr: Description Scope: Job* Date: 11:30AM, 18AUG05 Rev: 580006User KW-0601505, Ver 5.8.0.1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Steel Beam Design Page 1 anercalcs. ecw: Calculations Description Curtain Support Case 1 (Major Axis) General Information Steel Section : W8X31 Center Span Left Cant. Right Cant Lu : Unbraced Length Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 ) 24.00 ft o.oo n 0.00 ft 24.00 ft Pinned-Pinned Bm Wt- Added to Loads LL & ST Dont Act Together Fy Load Duration Factor Elastic Modulus SO.OOksi 1.00 29,000.0 ksi Distributed Loads Note! Short Term Loads Are WIND Loads. Start Location 3.000 End Location 24.000 (Summary f Using: W6X31 section, Span = 24.00ft, Fy = SO.Oksi End Fixity = Pinned-Pinned. Lu » 24.00ft, LDF = 1.000 Actual Moment ft> : Bending Stress fb/Fb Shear fv : Shear Stress fv/Fv 7.256 k-ft 3.166 ksi 0.175 ; 1 1.223k 0.536 ksi 0.027 : 1 Allowable 41.510 k-ft 18.114 ksi 45.600 k 20.000 ksi ft ft Beam OK Static Load Case Governs Stress Max. Deflection -0.235 in Length/DL Defl 1,226.6:1 Length/(DL+LL Defl) 1,226.6 : 1 Force & Stress Summary «- These columns are Dead •+• Live Load placed as noted -» Max. M + Max. M- Max. M @ Left Max. M @ Right Shear @ Left Shear © Rkjht Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Maximum 7.26 k-ft 1.03k 1.22k -0.235 in 0.000 in 0.000 in 0.000ft 1.03 1.22 DL Ontv 7.26 -0.00 1.03 1.22 -0.235 0.000 0.000 0.000 1.03 1.22 LL .@-Ce,nter_ 0.000 0.000 0.000 0.000 LL+ST @ Center -0.235 0.000 0.000 0.000 1.03 1.22 LL (3) Cants 0.000 0.000 0.000 o.ooo LL+ST fli 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 Fa calc'd per Eq. E2-2, K*Ur > Cc f Beam, Major Axis, UrT > {510,000 * Cb / Fy)A.5, Fb per Eq. F1 -7 I Beam. Major Axis, Fb per Eq. F1-8, Fb = 12.000 Cb Af / {I* d) ^/4RC( flk )N ENGINEERS 5625 PUFFIN RD.STE 130 SAN DIEGO, CA 92123 Rev: 560008UMT: KW-0601505. Vw 5.8.0, 1-Dec-2003(c)19B3-2003 ENERCALC Engineering Software Description Curtain Support Case Section Properties Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design.... J Cw W8X31 8.000 in 0.285 in 7.995m 0.435 in 9.13 in2 2. 180 in 0.540 in4 530.00 in6 Title : Job # Dsgnr: Date: 11:30AM. 18AUG05 Description : Scope: Steel Beam Design ^^JSSLil 1 (Major Axis) Weight Ixx lyy Sxx Syy R-xx R-yy Zx zy K 1 31,01 #m 11 0.000 in4 37.100 in4 27.500 In3 9.270 in3 3.470 in 2.020 in 30.400 in3 14.100 in3 0.829 in I ENGINEERS 5625 RUFFINRD.STE 130 SAN DIEGO, CA 92123 Title: Dsgnr: Description Scope: Job* Date: 11:30AM, 18AUG05 Rev; 580006U«er: KW-0601S05, Var 5.8,0,1-De»20G3 (c)1983-2003 ENERCALC Englnaarine Software Steel Beam Design Page 1 enercalca. ecwrCalculations Description Curtain Support Case 1 (Minor Axis) Wind Governs General Information Steel Section : W8X31 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads #1 DL 0.045 LL ST Start Location 3.000 End Location 24,000 Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 I Pinned-Pinned 24.00ft 0.00 ft LL & ST Dont Act Together 0.00 ft 24.00 ft Minor Axis Bending I #2 #3 #4 Fy 50.00ksi Load Duration Factor 1 .00 Elastic Modulus 29,000.0 ksi Note! Short Term Loads Are WIND Loads, #5 #6 #7 k/ft k/ft km ft ft \ Start Location 3.000 End Location 24,000 1 Summary | Using: W8X31 section, Span = 24.00ft, Fy = SO.Oksi End Fixity = Pinned-Pinned, Lu = 24.00ft, LDF = 1.000 Actual Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv/Fv 3.139 k-ft 4.064 ksi 0.108 : 1 0.532 k 0.076 ksi 0.004:1 Allowable 28.969 k-ft 37.500 ksi 139.113k 20.000 ksi ft ft Beam OK Static Load Case Governs Stress Max. Deflection -0.301 in Length/DL Defl 958.0 : 1 Length/(DL+LL Defl) 958.0 : 1 Force & Stress Summary «- 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 Den Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Maximum 3. 14 k-ft 0.41 k 0.53k -0.301 in 0.000 in 0.000 in 0.000 ft 0.41 0.53 DL Only 3.14 -0.00 0.41 0.53 -0.301 0.000 0.000 0.000 0.41 0.53 LL @Center 0.000 0.000 0.000 0.000 LL+ST ffl) Center -0.301 0.000 0.000 0.000 0.41 0.53 LL @ Cants 0.000 0.000 0.000 0.000 LL+ST Ot 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 Fa calc'd per Eq. E2-2, K*L/r > Cc I Beam, Minor Axis, Passes Table B5.1, Fb = 0.75 Fy per Eq. F2-1 1L/4RC( flk )N ENGINEERS 5625 RUFFINRD.STE 130 SAN DIEGO, C A 92123 Rev: 580006 User KW-0601505, Ver 5.8.0. 1-CMC-2003 (c)1983-2003 ENERCALC Engineering Software Description Curtain Support Case Section Properties Depth Web Thick Width Range Thick Area Rt Values for LRFD Design.... J Cw W8X31 8 .000 in 0.285 in 7.995 in 0.435 in 9.13in2 2.180 in 0.540 in4 530.00 in6 Title : Job # Dsgnr: Date: 11:30 AM, 18AUG05 Description : Scope: Steel Beam Design ~~JSS£ 1 1 (Minor Axis) Weight Ixx lyy Sxx Syy R-XX R-yy Zx Zy K Wind Governs I 31.01 #/ft 1 10.000 in4 37.100 in4 27.500 in3 9.270 in3 3.470 in 2.020 in 30.400 in3 14.100 in3 0.829 In ZIRCON ENGINEERS 5625 PUFFIN RD.STE 130 SAN DIEGO, CA 92123 Title : Dsgnr: Description Scope: Job* Date: 11:30AM, 18AUG05 Rev: 580006User KW-0601505, Ver 5.8.0. 1-Oec-2003(c)1963-2003 ENERCALC Engineering Software Steel Beam Design Page 1 enercalcs. ecw: Calculation! Description Curtain Support Case 2 (Major Axis) General Information Steel Section : W8X31 Center Span ten Cant Right Cant Lu : Unbraced Length 24.00ft 0.00ft 0.00ft 24.00 ft Distributed Loads # 1 DL 0.660 LI- ST Start Location End Location 3.000 #2 Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 | Fy 50.OG.ksi Pinned-Pinned Load Duration Factor 1 .00 Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi LL & ST Dont Act Together Note! Short Term Loads Are WIND Loads, b #3 #4 #5 #6 #7 k/ft k/ft k/ft ft ft 1 Summary | Using; W8X31 section, Span = 24.00ft, Fy = SO.Oksi End Fixity = Pinned-Pinned, Lu = 24.00ft, LDF = 1.000 Actual Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv/Fv 4.586 k-ft 2.002 ksi 0.111 : 1 2.791 k 1.224 ksi 0.061 : 1 Allowable. 41.510 k-ft 18.1 14 ksi 45.600 k 20.000 ksi Beam OK Static Load Case Governs Stress Max. Deflection -0.146 in Length/DL Defl 1,943.6:1 LengtW(DL+U_ Defl) 1 ,943.6 : 1 Force & Stress Summary «- These columns are Dead 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 Maximum 4.59 k-ft 2.79k 0.53k -0.148 in 0.000 in 0.000 in 0.000 ft 2.79 0.53 DL Ontv 4.59 2.79 0.53 -0.146 0.000 0.000 0.000 2.79 0.53 LL fiji Center 0.000 0.000 Q.OOO 0.000 LL+ST <3 Center -0.146 0.000 0.000 0.000 2.79 0.53 1 + Live Load placed as noted -» LL & Cants 0.000 0.000 0.000 0.000 LL+ST ©Cants k-ft k-ft k-ft k-ft kk 0.000 in 0.000 in 0.000 in 0.000 in k k Fa calc'd per Eq. E2-2, K1/r > Cc I Beam, Major Axis, L/rT > (510,000 * Cb / Fy)A.5, Fb per Eq. F1 -7 I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12,000 Cb Af / (I * d) ^/1RC( flk )N ENGINEERS 5625 RUFFINRD.STE 130 SAN DIEGO, CA 92123 Rev: 580006Utar: KW-0601505, Ver 5.8.0, 1-Dec-20D3 |c)19S3-2003 ENERCALC Engineering Software Description Curtain Support Case Section Properties Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design.... J Cw W8X31 8.000 in 0.285 in 7.995 in 0.435 in 9.13in2 2.180 in 0.540 in4 530.00 in6 Title: Job* Dsgnr: Date: 11:30AM, 18AUG05 Description : Scope : Steel Beam Design ^^JSSLO. \ 2 (Major Axis) Weight Ixx lyy Sxx Syy R-xx R-yy Zx zy K b 3i.oi #m 11 0.000 in4 37.100 In4 27.500 in3 9.270 in3 3.470 in 2.020 in 30.400 in3 14.100 in3 0.829 in Tk/!RCON ENGINEERS 5625 RUFNNRD,STE 130 SAN DIEGO, CA 92123 Title: Dsgnr: Description Scope: Job* Date: 11:30AM, 18AUG05 R«v; 580006UMT: KW-0601505. Var 5.8.0, 1-Dec-2003(0)1963-2003 ENERCAlC Engineering Software Steel Beam Design Page 1 enercalca, ecw: Catenation* Description Curtain Support Case 2 (Minor Axis) Seismic Governs General Information Steel Section : W8X31 Center Span Left Cant. Right Cant t-u : Unbraced Length Distributed Loads #1 DL 0.360 LL ST Start Location End Location 2.000 Code Ref: AtSC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 ) Pinned-Pinned 24.00ft 0.00 ft LL & ST Don't Act Together 0.00ft 24.00 ft Minor Axis Bending I #2 #3 #4 Fy 50-OOksi Load Duration Factor 1 .00 Elastic Modulus 29,000.0 ksi Motel Short Term Loads Are WIND Loads. | #5 #6 #7 k/ft km k/ft ft ft 1 Summary |" Using-. W8X31 section, Span = 24.00ft. Fy = SO.Oksi End Fixity = Pinned-Pinned, Lu = 24.00ft, LDF * 1.000 Actual Moment ft> : Bending Stress fb/Fb Shear ft/ : Shear Stress fv/Fv 0.661 k-ft 0.856 ksi 0.023 : 1 0.690k 0.099 ksi 0.005 : 1 Allowable 28.969 k-ft 37.500 ksi 139.113k 20.000 ksi Beam OKStatic Load Case Governs Stress Max. Deflection -0.043 in LenQth/DL Defl 6,771 .5 : 1 Length/(DL+LL Defl) 6,771.5 : 1 Force STStress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Deft Right Cant Defl ...Query Defl @ Reaction Reaction Left Rt 0.66 k-ft 0.69k 0.03k -0.043 <n 0.000 in 0.000 In 0.000ft 0.690.03 DL "|y 0.66 0.69 0.03 -0.043 0.000 0.000 0.000 0.69 0.03 - These columns are Dead + Live Load placed as noted -» LL Center LL+ST @ Center LL LL+ST St Cants k-ft k-ft k-ft k-ft k k 0.000 0.000 0.000 0.000 -0.043 0.000 0.000 0.000 0.690.03 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in k k Fa cate'd per Eq. E2-2. K*L/r > Cc t Beam, Minor Axis, Passes Table B5.1, Fb = 0.75 Fv per Eq. F2-1 ^1RC( ML )N ENGINEERS 5625 RUFFINRD.STE 130 SAN DIEGO, CA 92123 Rev: 580006 User: KW-0601505, Ver 5.8-0. 1-Deo-2003 (c)1983-2003 ENERCALC Engineering Software Description Curtain Support Case Section Properties Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design.... J Cw W8X31 8.000 in 0.285 in 7.995 in 0.435 in 9.13 In2 2.180 in 0.540 in4 530.00 in6 Title : Job # Dsgnr: Date: 11:30AM, 18AUG05 Description : Scope: Steel Beam Design .^JSli 1 2 (Minor Axis) Weight Ixx lyy Sxx Syy R-xx R-yy Zx zy K Seismic Governs k 31.01 #m 11 0.000 in4 37.100 in4 27.500 in3 9.270 in3 3.470 in 2.020 In 30.400 in3 14.100 in3 0.829 in I ENGINEERS 5625 RUFHNRD.STE 130 SAN DIEGO, CA 92123 Title: Dsgnr: Description Scope: Job* Date: 11:28AM, 18AUG05 Rev: 580006 UMT KW-060150S. Var 5.8-0,1-Dec-2003 (01983-2003 ENERCALC Engineering Software Steel Column Page 1 enercalcs.ecw: Calculations Description Flag poled Support Column \ General Information Steel Section HSS 5X5X3/1 6 Column Height 10.000 ft End Fixity Fix-Free Live & Short Term Loads Not Combined | Loads Axial Load... Dead Load 2.80 k Live Load k Short Term Load k Point lateral Loads... Along Y-Y (strong axis moments) Along X-X ( y moments } Coda Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 | Fy 42.00 ksi Duration Factor 1.000 Elastic Modulus 29,000.00 ksi X-X Unbraced 10.000ft Y-Y Unbraced 10-000 ft Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments 0.700 X'X SkJesway : Restrained Y-Y Sidesway : Restrained Kxx 2.100 Kyy 2.100 0.000 in 0.000 in Heioht k 10.000 ft k ft i 1 Summary 1 Section : HSS5X5X3/16, Height = Unbraced Lengths: X-X= 10.00ft, Combined Stress Ratios AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 10.00ft, Axial Loads: DL= 2.80, LL = 0.00, ST= 0.00k, Y-Y= 10.00ft pead Live DL + LL 0.0945 0.0945 Column Design OK Ecc. = O.OOOin DL + ST + fl-L if Chosen* 0.7572 XX Axis: Fa calc'd per Ea. E2-2. K*Ur > Cc YY Axis : Fa calc'd per Ea. E2-2. K'Ur > Cc Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx: Allow [F3.1] fb : xx Actual Fb:yy: Allow [F3. 1J fb : yy Actual Dead 9.03 ksi 0.85 ksl 25.20 ksi 0.00 ksi 25.20 ksi 0.00 ksi 1 Live DL + LL DL + Short 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 9.03 ksi 0.85 ksi 25.20 ksi 0.00 ksi 25.20 ksi 0.00 ksi 9.03 ksi 0.85 ksl 25.20 ksi 16.70 ksi 25.20 ksi 0.00 ksi Analysis Values | F'ex : DL+LL F'ey : DL+LL F'ex : DL+LL+ST F'ey : DL+LL+ST Max X-X Axis Deflection 9,033 psi Cm:x 9,033 psi Cnry 9,033 psi Cm:x 9,033 psi Cnry DL+LL 0.60 DL+LL 0.60 DL+LL+ST 1.00 DL+LL+ST 0.60 -1.103 in at 10.000ft Max Y-Y Axis Deflection Cb.x DL+LL Cb:y DL+LL Cb:x DL+LL+ST Cb:y DL+LL+ST O.OOOin at 1.00 1.00 1.00 1.00 0.000ft ZIRCON ENGINEERS mi^ 5625RUFFIN RD, STE 130 f^^ SAN DIEGO, CA 92123 Rev: 580008U»r. KW-0601505, Vet 5.8.0, 1-Deo2QQ3 (c)1983-2003 6NERCALC Engineering Software Scope: Steel Column Job* Date: 11:28AM, 18AUG05 Page 2 I enercalcs.Bcw: Calculations | Description Flagpoled Support Column Section Properties Depth Web Thick Width Flange Thick Area Rt HSS5X5X3/16 5.000 in 0.174 in 5.000 in 0.174 in 3.28 in2 o.ooo in Section Type Weight Ixx lyy Sxx Syy Rxx Ryy = HSS-Square 11.14 #ffl 12.600in4 12.600 in4 5.030 in3 5.030 in3 1.960 in 1.960 in Values for LRFD Design.... J 1 9.900 jn4 Cw 8.08 in6 Zx 5.890 jn3 Zy 5.890 in3 0.000 1 n/IRCON ENGINEERS 5625RUFFIN RD, STE130 SAN DIEGO, CA 92123 Title: Dsgnr; Description Scope: Job* Date: 11:26AM, 1BAUG05 Rav: 580002 User: KW-QBQ1505, Ver 5.8.0,1-Oec-2003 (c)1983-2003 ENERCALC Engineering Software Pole Embedment in Soil Page 1 enercalcs. ecw: Calculations Description Circular pole with Point & Uniform Loads General Information Allow Passive Max Passive Load duration factor Pole is Rectangular Width Restrained @ Surface (Summary | Moments @ Surface... Point load Distributed load With Surface Restraint.. Req'd Depth Pressure© Base... Actual Allowable Surface Restraint Force 250.00 pcf 1,000.00 PSf 1.330 30.000 in 7,000.00 ft-# 0.00 3.000ft 977.1 7 DSf 977.17 PSf 3,560.50 IDS Code Ref: 1997 UBC 1808.8.2.1, Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral 2003 IBC 1805,7.2, 2003 NFPA 5000 36.4.3 | 700.00 tbs 10.000 ft 0.00 #ffi 0.000ft 0.000ft 7,000-00 ft-# 700.00 Ibs Ph: 858.530,7854 ENGINEERS 5625 RUFFIN RD. STE 130 SAN DIEGO, CA 92123 Fax: 858.503.7858 Engr: Date: Job No: Job Name .Page: H&/4RCON ENGINEERS 5625 RUFFIN RD. STE 130 SAN DIEGO, CA 92123 Ph: 858.530.7854 Fax: 858.503.7858 .Page: Date: OBosr Job No: Job Q % * 0,i/ £ :.? Aj/isy AXI.&) £tA&k£o P8/22/2005 21:19 FAX 17149705428 IS002/010 [CERTIFICATE OF COMPLIANCE (Part 1 of 2) MECH-I PROJECT IAME PROJECT ADDRESS PRINCIPAL DESKBIER-MECHANICAL DOCUMENTATION AUTHOR [GENERAL INFORMATION DATE OF IEANS Q -'2'"L.-<-~S TELEPHONE TELEPHONE DATE Building Perrit Checked by/Date Enforcement Agecy Us BUILDING CONDITIONED FLOOR AREA, „,, ^ CL V1ATE ZONE , . •,yl/1 IL_ iJ.. L- 1 O BUILDING TYPE SfrffONRESlDENTIAL D HIGH RIS RESIDtWrtftl'' J li HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION STTVLTERATION 1 1 UNCONDITIONED (file affidavit) METHOD OF MECHANICAL COMPLIANCE PROOF OF ENVELOPE COMPLIANCE 1 ^PRESCRIPTIVE D ERIDRMANCE ^PREVIOUS ENVELOPE PERMIT D ENVI. .OPE COMPLIANCE ATACHED | STATEMENT OF COMPLIANCE This Cerficate of Compliance lists the building features and peformance specifications ne:f to omply wih Titt 24 Parts land 6 t tb Qlifornia Code oRegulations. This ertificate aplies oly d> btiding mechs nica! reqirements. The documentation peparer breby ertifiesthat tb dcumentation 3 accurate ad complex. DOCUMENTATION AUTHOR™.SIGNATURE—-x /^\ .»—•-*-«•. t * _^«M»^^^^Sh1l|IIIBMl"fL^r D/-TE The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 110 through 115, 120 through J\'\4, 140 through 142, 144 and 145, Please check oe: Q I hereby affirm that I am eligible under the provisions of Division 3 of the Business and document as the person responsible for it's preparation; and that I am licensed in th>: engineer o mechanical engineer, or km licensed architect. ./Ql I affirm that I am eligible under the exemption to Division 3 of the Business and Professu 6737.3 to sign this document as the person responsible for its preparation; and Jh. performing this \ork. Q I affirm that I am eligible under the exemption to Division 3 of the Business and Professio because it pertains to a structure or type of work described pursuant to Business and Pr, 5538, and 637.1. (These actions othe Business andIProissions Cde are printed in fiHin the Noresidentia Manual. Professions Code to sign this State of California as a civil ns Code by Section 5537.2 or t I am a licensed contractor is Code to sign this document Sessions Code sections 5537, PRINCIPAL MECHANICAL DE1GNER-NAME B^AAC^iA P<~^>^ SIGNAQJRE ^~ -^ \ -Si— ^~-4 ^ MECHANICAL MANDATORY MEASURES DATE 8-^2 -'0$ LIC.# "5c</K^i Indicate loation on pins 6 Nte Bbck dr Madatory Measures INSTRUCTIONS TO APPLICANT For Detailed instructions on the use of this and all Energy Efficiency Standards compliance f: rms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on p.:, jns. MECH-2: Required for all submittals, but may be incorporated in schedules on plans. MECH-3: Required for all submittals unless required ventilation rates and airflows are showr on plans, see 4.3.4. MECH-4: Required for all prescriptive submittals. MBCH-5: Optional. Performance use only for mechanical distribution summary. Nonresidentia! Compliance Forms August 2001 11/02/2005 18:20 PAX 8587208563 Prevost Construction ®001 ... SO CERTHOLDER COPY P.O. BOX 420807, SAN FRANCISCO,CA 94142-0807COMPENSATION N SURANCE FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE: 11~01-900B GROUP: POLICY NUMBER: 1218382-2008 CERTIFICATE ID: 403 CERTIFICATE EXPIRES: 11-01-2008 11-01-2005/11-01-2OO6 CITY OF CARLSBAD SD 1035 FARADAY ftVE. CARLSBAD CA 92008 This Is to certify that we have issued » valid Workers' Compensation insurance policy in * form approved by the California Insurance Commissioner to the employer named below for the policy period Indicated. This policy is not subject to cancellation by the Fund except uponSO days advance written notice to the employer. We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance Is not an insurance policy md does not amend, sxtend or alter the coverage afforded by the policy listed herein. NotwithstjndtnQ any requirement term or condition of any contract or other documentwith respect to which this certificate of nsurance may be issued or to which it may pertain, the insurance afforded by the policy described herein is subject to all the terms, exclusions, and conditions, of such policy. AUTHORIZED REPRESENTATIVE PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000.000 PER OCCURRENCE. ENDORSEMENT «160O - JOHN PREVOST JR. PRESIDENT - EXCLUDED. ENDORSEMENT f20B5 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 11-01-2003 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. EMPLOYER PREVOST CONSTRUCTION AND/DR SOLANA BEACH SD BUILDERS, INC 339 N HIGHWAY 101 SOUMA BEACH CA 02O7S [MEA.CNJ (H6V.2-OB) PRINTED : 11-01-2005 11/02/2005 18:20 FAX 8587208563 11/02/2085 09;42 6194624536 Prevost Construction ASPEN INS $002 PAGE 02 AQORD rpRTlFICATE OF LIABI fiWDUCB* PtoNE (I1W4BMMC ft* 019I4&4636 ASPEN INSURANCE BROKERS, MC. *22 SOUTH PCMCI STRMT EL CAJOJi CA W020-41W AMnwLhAMMftEU INSURED PREVOST CONSTRUCTION, MC. 3WN.WGHWAY101 SOLANABHACH CA 924JTS FAX: (191)7304909 UTY INSURANCE "T5ST IMS comncATi tt ttaueo AS A lurre R OF mpoftHAiiON ONLY AND COMTEK* NO MOtm WON 1W CBRTOlCATi HOLDIR, TH» CEKTinCATR POM NOT AHBNO, EXTEND OR AkTpR THECCMBWBtt AFFOROeO «f TH* ROUGES tfLOW. NSURBRA: JAMBS RIVER INS, COMPANY INSURERS: INSURBRC: wsuwift M8URER& MAC* covsuoes THE POUCIGB OF N8URANCE LOTH) BELOW 1ANY REQUWMBNT. TtRM OR COMMratf OF iI*W PIRTAH, THi MVRAHCe A/FOfttED BVPOUCffiS. AQOKeaATE1.1MfT> EHOWH MAY HAN MM Lift A DE Cl 331 M« M»IMm TVnOPMEWNCE OiHtftALUABEITY X COMMHWUM GENERAL LfcWLITY ] CLAWS MADKJlT) OCCUR GBWL AaOREBATe UffiT APPUB* PiR MnONtMELEUAOUTV ANVAtrro ALL OWNBD AUTOS SCHEDULE) AUTOC MRCO AUTOS MON4WNE0 AU*OS GAMGeUAKRY "JAHVAuro CCBM/UMflU 1 • LIMEJIY HloCaW 1 jCLAIMBMAOe DBDUCTEtUi RETMTtON* WORKERS COMKNSATKM ANDEMPLOYER* LUEUJTV jBMtssBSi.- OTHBH: 1AVE BON B3UED TO THE IWV CONTRACT OR OTHER DC C MB* M3UCEO BY PAID C POUCYNUWWl 00012288 1BUREO HAMfeB ABovl TOR THE POJCVPSNOD INDICATED. NOTWITHETAHOttlO KUUEMT WITH RBVBCT TO WHICH THIS CGRTFlCMTE WAY M tttUK ORMM ttt JUBJ6CT TO ALL THE TBWW, BCUISION* AND CONDITlOMS OF HUG* UM*. """"iiiirrfl MNWOS •nnryim||fp •»• itffr uBin HOCCURRENCetmMfTQrmmu USD, BW Vug ww pvm) PCREONAL A ADV INJURY OKMH»L*«O«(MT6 pftOWOTfrOOMPKiPAoa. COIMNEDCHQLCtJMtT BOM.VWJURV BOBILVMJUKy |P(t* §jO*"*BVn} PftOPtfTTV DABBUEflW AVroONLV-EAACODENT OTH AUD ERTHAW 6AACCa ONLY: ^ GACHpCCURAGMCe AQORCQATe brSiyuKt oww BA. BACH AOCEKNT E.L DKMMK-EAEyPLOVEE EJ.DBCASE.POUCVUWT * 1JHMLOM V 90.000 I nothicIiKM S 1400*000 > XOOO.OOO 1 2400.000 » S 1 1 1 s 1 1 1 1 s I t s t aCRIFTfON OP OPPRATON9/UX*TK*S/VEHKXE*/I*CUJSIO*S ADDED BV ENDCflSGMEMtt SPECIAL PROVISIONS iRTlFICATC HOLDER 18 ADDITIONAL INSURED PER AP2000US (0046) ATTACHED RE; COMMERCIAL TENANT IMPROVEMENTS, ADICJO, 12 FARADAY DR., V350. CAR8LBAD. CA 02000 DAY NOTICE OP CANCELLATION APPLIES TO NON PAYMENT OF PREMIUM CiRTIPICATl HOLDER CANCELLATION KENNEDY WLSON FUND f CARLSBAD 1 LP, KENNEDY WL80N PROPERTIES LTDr 1B01 NEWPORT BLVD., STE 1S1 COSTA MESA, CA 82827 Attention: CHWIDANVOF THE ABOV( OG8EXPEWTKM OATS TWBRSOF, THI OAtt WWTTHH NOTICE TO THE CFAILUW TO 00 BO SHALL 8EPOM N IHEUKH. ITS AGEWn OR REPREM CRJKO KMJOJ8S BE OANCBUBD MKMITHEfSSUM9 E48UMER WIUENDEAVORTO MM. TOSRTflCATl HOLDER NAMED TO THE UPT.RUTo OEuoVkTioN on <.<A«iny OP ANV torn orab THEJHTATMES. ItJ"~£M«f£^- ACORDJfl (2001/08)CertidcEta * 12312 •> ACORD CORPORATION 1«OS Jl/02/2005 18:20 FAX 8587208563 Prevost Construction ll/«2/2B05 89:42 6194624536 ASPEN INS THIS CNDORSeMENT CHANGES THE POUCY. PLEASE MAD ft CAREFULLY. ADDITIONAL INSURED AS REQUIRED BY WRITTEN CONTRACT Thto «ndBmanwnt mooUta (nturanca provided under the tataring: ALL COVERAGE PARTS SECTION II - Who to An Insured te amended to Mude try poraon CM- organization you are reqdrad to tocfcxte « on •ddNonal iraurad on thb pofey by written in efftot during thla pofcy period and wecuted prtor to ttw •oooumnc^arihe "bodily injury" or •property damage.' Th» Insinnce prcWJtd to the AddMonal Insured unctar MS endortattwnl to ImftedM follows: ^ur^w^ soMy out of -your wortf or Vour proJucT which to Imputed tatwAdtMondlnwrad. 2. INs •ndonement shad b» Imtted to «w Umfti of Insurance required by tho written oontraot th« Deotaratforw. 3. TtafnMvaneedoesnotflwIyto'badtylnpJiy'or'prap^ worts" or -your product* (nduded m *» "preduflte « compWed operation* hoard" untou you am requtrad to provide suoh cowngi by written contract or written aQWorwnt but crty tor the period of «n» required by tw wttm eantaQl or wftten •gmrmnt end only for •boctilyiniuiV or -property dnm»p«' that occur* during ttw poQey pMtod arMng out of "your wortC or "your product". 4. Anycovw»o«pTo^itotythteeTKiof»«merttewAddWon^ any offer vote and eoMeolbta fcwnnee ««(Wjte toth* AddnorMllnsuradwrwttier primary, AKCM*. conflrgent or on «ny rthtr bMh unla«* a written contract or written airwment sp«Sficaly leojulns that thte (nsurance apply on a primary or noneonWbutory 6. Vtrfwre no cowrao^ihal apply heninfer the Named hkur^, no ccvera^o^ be afforded to the Addtttonal Insured. "lx>d%mJ^ rw^lgMiOB of the Addtttonri Insured, ALL OTHER TERMS AND COMDITKUU OF THE POUCY RQMAIN UNCHAMGEO. AP2009US 06-05 Pace 1 of 1 1003 885u Ul IsU o §*>'-a. 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