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HomeMy WebLinkAbout2290 COSMOS CT; ; CB140583; Permit04-21-2014 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Commercial/Industrial Permit Permit No: CB140583 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2290 COSMOS CT CBAD Tl Sub Type: INDUST 2130504400 Lot#: 0 $47,217.00 Construction Type: 5B Reference # VIASAT: 1,272 SF OFF TO SAME Status: Applied: Entered By: Plan Approved: Issued: Inspect Area Plan Check*: ISSUED 03/13/2014 JMA 04/21/2014 04/21/2014 Applicant: JAIME RAMIREZ STE 125 13280 EVENING CREEK DR S SAN DIEGO CA 92128-4696 858-293-4777 Owner: GRANDONA INVESTMENT ASSOCIATES L P 2177 LASSEN CT GRAND JUNCTION CO 81507 Building Permit $436.48 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $305.54 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 strong Motion Fee $9.92 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0,00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $43.00 other Building Fee $0.00 MECHANICAL TOTAL $42.45 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $1.00 HMP Fee ?? Fire Expedidted Plan Review $250.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $1,088.39 Total Fees: $1,088.39 Total Payments To Date: $1,088.39 Balance Due: $0.00 Inspector: FINAL APPRO^ Date: AL Clearance: NOTICE: Please take NOTICE trat approval of your project includes the "Imposition" of fees, dedications, resen/ations, or other exactions hereafter collectively refened to as "fees/exactions." You have 90 days from the date this pemiit 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 infonnation 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 previousiv been given a NOTICE similar to this, or as to which the statute of limitations has previousiv othew/ise expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMITISSUANCE: nPLANNING •ENGINEERING IZlBUILDING QFIRE •HEALTH •HAZMAT/APCD CITY OF CARLSBAD Building Permit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax:760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No.eg) (4- SS^3 Est.Value <f H"7^ 2-17. ^ Plan Ck. Deposit Date SWPPP JOBADDRESS 2290 Cosmos Court SUITE#/SPACE#/UNrr# 213 050 44 00 CT/PR0JECT# PHASE* NA NA # BEDROOMS NA # BATHROOMS NA TENANT BUSINESS NAME Office CONSTR. TYPE V-B occ. GROUP Office DESCRIPTION OF WORK: /nc/ude Square Feet of Affected Area(s) INTERIOR TENANT IMPROVEMENT REMODEL TO EXISTING BUILDING, 1,272SF. NEW OFFICE, NEW FINISHES, UPDATE OFFICE, AND MECHANICAL UNIT SERVING THE SPACE. - TOTAL REMODEL AREA IS 1,272 EXISTING USE R&D LAB/OFFICE PROPOSED USE OFFICE GARAGE (SF) NA PATIOS (SF) NA DECKS (SF) NA FIREPLACE YES[~)# NoTTI AIR CONDITIONING YESFTINOI I FIRE SPRINKLERS YES|7] N0| I APPLICANT NAIVIE (Primary Contact) jaime Ramirez APPLICANTNAME (Secondary Contact) Mark Langan ADDRESS 13280 Evening Creek Drive South, #125 ADDRESS 13280 Evening Creek Drive South, #125 CITY San Dieqo STATE Ca ZIP 92128 CITY San Diego STATE Ca ZIP 92128 PHONE (858)^93-4777 FAX PHONE (858) 293-8747 (858) ^93-4777 FAX (858) 293-4787 EMAIL jaimer@sca-sd.com EMAIL markl@sca-sd.com PROPERTY OWNER NAME TRANSWESTERN Real State CONTRACTOR BUS. NAME Prevost Construction ADDRESS 5935 Cornerstone Court West, Suite 200 ADDRESS 400 S. Sierra Ave. Suite 202 CITY STATE San Diego Ca. ZIP CITY 92121 Solana Beach STATE Ca ZIP 92075 PHONE (858) 452-8668 FAX (858) 452-2585 PHONE 858-720-8559 FAX EMAIL carolyn.perrigo@transwestern.com ARCH/DESIGNER NAME & ADDRESS Smith Consultina Architects CITY BUS. LIC.# (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 applicantfor such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). WORKERS' COMPENSATION Workers' Compensation Declaration: / hereby affm under penalty ofpeijury one ofthe following deciaratbns: HI have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of tiie Labor Code, for tlie perfonnance of the wodt for wliich this pemiit is issued. number are: Insurance Co. PolicyNo. Expiration Date. Il'l-I'^ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the worts for which this permit is issued. My worliers' compensation insurance canier and policy evSKe^T A^piTiotfAU PoIicvNo ICOOOQCOJL3 5 " ' "' This section need not be completed if the permit is for one hundred dollars ($100) or less. I I Certificate of Exemption: I certify that in the performance of the wortc for which this pennit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 370g of the Labor code, interest and attomey's fees. CONTRACTOR SIGNATURE Pa* . - VNIQ - ^ »UL — QAGENT DATE ^ ^ jL.1 " f ^ OWNER-BUILDER DECLARATION / hereby affm that I am exempt from Contractor's License Law for the following reason: I I I, as owner of the property or my employees with wages as their sole compensation, will do the wori( and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor{s) licensed pursuant to the Contractor's License Law). I I I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. QYes I iNo 2.1 (have / have not) signed an application for a building pennit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed constnjction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the mrk, but I have hired the following person to coordinate, supen/ise and provide the major wort< (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the wori< indicated (include name / address / phone / type of work): ^efpROPERTY OWNER SIGNATURE •AGENT DATE COMPLETE THiS SECTION FOR N O N - R E S I D E N T I A L BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes / No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes / No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes / 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. CONSTRUCTION LENDING AGENCY I hereby affinn that there is a constmction lending agency for the performance of the work this pemiit is issued (Sec. 3097 (i) Civil Code). Lender's Name NA Lender's Address APPLICANT CERTIFICATION I certif that I have read the application and state thatthe above infbmiation is conect and ttiat the Infonnation on the plans Is accuiate. I agree to complywith all City onlinances and State laws relating to building constnictnn. I hereby authorize represenlative of the City of Carisbad to enter upon the above mentioned property for inspeclion puiposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILfTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMO". OSHA: An OSHA pennit is nequired fbr excavations over 5'0' deep and demolition or constmction of stnictures over 3 stories In height. EXPIRATION: Eveiy pennit issued by the Building Official under Ihe provisions ofthis Code shall expire by limitation and beconne null and void if the building or wort; aulhorized by such pennit is not commenced within 180 days from tie date of such pemiit or if Ihe building or wort( aulhorized by such permit is suspencled or abandoned at any time alter the woii< is commenced for a period of 180 days (Section 106.4.4 Unifonn Building Code). APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY If a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildina(S)carlsbadca.aov or Mail the completed form to City of Carisbad, Building Division 1635 Faraday Avenue, Carlsbad, Califomia 92008. C0#: (OHice Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DEUVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Usted above) CONTRACTOR (On Pg. 1) OCCUPANT (Listed above) ASSOCIATED CB#- MAIL/FAX TO OTHER: NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION vCfAPPLICANT'S SIGNATURE DATE Inspection List Permits: CB140583 Type: Tl INDUST VIASAT: 1,272 SF OFF TO SAME Date Inspection Item 04/28/2014 19 Final Structural 04/28/2014 19 Final Structural 04/22/2014 85 T-Bar Inspector Act Comments Rl PY AP PY AP Tuesday, May 06, 2014 Page 1 of 1 Inspection List Permit*: CB140586 Type: MISC OTHER ^.---VtASAf^^iVII>QJ?ARY PERMIT-SEE CB140583 FORAHE ACTUAL TENANT IM Date Inspection Item Inspector Act Comments 04/07/2014 17 interior Lath/Drywall PY AP 04/07/2014 17 Interior Lath/Dryw/all PY AP 04/03/2014 14 Frame/Steel/Bolting/Weldin PY AP 04/03/2014 34 Rough Electric PY AP Wednesday, April 23, 2014 Page 1 of 1 EsGil Corporation In (Partnership with government for (BuiCding Safety DATE: 04/09/2014 • APPLICANT • JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLANCHECKNO.: CB14-583 SET: II PROJECT ADDRESS: 2290 Cosmos Ct. PROJECT NAME: Viasat Building 9 TI XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your Information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person, I I The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jamie Ramirez Telephone #: 858-793-4777 Date contacted: (by: ) Email: jaimer@sca-sd.com Fax #: Mail Telephone Fax In Person • REMARKS: By: John Le Vey Enclosures: EsGil Corporation • GA • EJ • MB • PC 04/09/2014 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnership with government for (BuiCdittg Safety DATE: 03/21/2014 • APl^LICANT ja^uRis. JURISDICTION: Carlsbad / • PLAN REVIEWER • FILE PLANCHECKNO.: CB14-583 SET: I PROJECT ADDRESS: 2290 Cosmos Ct. PROJECT NAME: Viasat Building 9 TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 3 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: I I 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: Jamie Ramirez Telephone #: 008 200 il777 ^^S ^I'J^'^ Date contacted: ^ ~%\ e^^^^^T) Email: jQimcr(goo od.oom Fax #: ^Maiiy Telephone^ Fax In pWson ^•^LW\\'t/ SSc-§i £;Cxl i"^ • REMARKS: j ^r^^r - • By: John Le Vey Enclosures: EsGil Corporation • GA • EJ • MB • PC 03/17/2014 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CB 14-583 03/21/2014 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLANCHECKNO.: CB14-583 JURISDICTION: Carlsbad OCCUPANCY: B USE: offices TYPE OF CONSTRUCTION: VB ACTUAL AREA: 1,272 ALLOWABLE FLOOR AREA: STORIES: 2 HEIGHT: SPRINKLERS?: yes OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 03/13/2014 DATE PLANS RECEIVED BY ESGIL CORPORATION: 03/17/2014 DATE INITIAL PLAN REVIEW COMPLETED: 03/21/2014 PLAN REVIEWER: John Le Vey FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and 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 2013 CBC, which adopts the 2012 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval ofthe 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 vou submit the revised plans. Carlsbad CB 14-583 03/21/2014 1. Please make all corrections and submit two new complete sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. 2. Please show the attachment of the store front box beam on sheet ADI details 7 on the plans. 3. Please show the box column attachment at the floor and ceiling sheet ADI detail 12 on the plans. 4. Please complete the LTG 1-C part 4 of 4. 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 brieflv 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 • No 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 John Le Vey at Esgil Corporation. Thank you. Carlsbad CB 14-583 03/21/2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLANCHECKNO.: CB14-583 PREPARED BY: John Le Vey DATE: 03/21/2014 BUILDING ADDRESS: 2290 Cosmos Ct. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Tl 1272 37.12 47,217 Air Conditioning Fire Sprinklers TOTAL VALUE 47,217 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: i I Repetitive Fee Repeats 0 Complete Review • Other |—I Hourly EsGil Fee • Structural Only Hr. @ * $436.48 $283.71 $244.43 Comments: Sheet 1 of 1 macvalue.doc + PLAN CHECK PLAN CHECK Community & Economic ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 4/04/14 PROJECTNAME:Viasat Buildmg9 PROJECTID: PLAN CHECK NO: CB 140583 SET#: I ADDRESS: 2290 Cosmos Ct APN: 213-050-44 VALUATION: $47,217 APPLICANT CONTACT: jaimer@sca-sd.eom X Ths plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspe ction by the Construction & Inspection Division is required: Yes No X For status from a division not marked below, please call 760-602-2719 This plan check review is NOTCOMPLETE Items missing or incorrect are listed onthe attached checklist. Please resubmit amended plans as required. LAND DEVELOPMENT ENG. 760-602-2750 f - '' ' \/ linda Ontiveros ^i_N 760-602-2773 Linda.Qntiveros@carlsbadca.gov Remarks: PLANNING DIVISION Development Services Planning Division BUILDING PLAN CHECK Development Services Planning Division ^ CITY OF APPROVAL 1635 Faraday Avenue CARLSBAD P-29 (760) 602-4610 www.carlsbadca.eov DATE: 3-14-14 PROJECTNAME: PROJECTID: PLAN CHECK NO: CB 14-0583 SET#: 1 ADDRESS: 2290 Cosmos Ct APN: 213-050-44-00 ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required • Yes ^ No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from aU divisions. Q This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: jaimer@sca-sd.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PUNNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 X Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gov I 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 04/21/14 PROJECT NAME: viasat PLAN CHECK NO: cbl40583 PROJ^T ID: SET#: I ADDRESS: 2290 cosf^s court APN: This plan check review is complete and has been APPRISED by the flre Division. By: cwong A Final Inspection by the Division is required |^ Yes 3^0 Q This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from aU divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov X Cindy Wong 760-602-4662 CYnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Page 1 of 3 **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Carlsbad Fire bepartment Plan Review . - RequireyrimrCakgorylZllT^DXiST. *.. * • ,, Date of Report: 04-21-2014 Reviewed %: Name: .- ' JAIMEMMI&E2^^^--^.Z • . Address: ' STE 125 . ' • ' • . • ' " 13280 EVENING CREEK DRS ' • SAN DIEGO CA . * 92128-46% . . . \ ,v.. Permit #:.CB140583 ' Job Name: VIASAT: 1,272 SF OFF TO SAME JobAddress: 2290 COSMOS CT CBAD INCOMPLETE The item you ^^^"^ onKmij^^i^ |pr rSSaaMMi»»^Ma»^^^ |||ii'g ti'tn>» this office cannot adequately conduct a |p A^*.imii0f!(S*Ji^.^^i.„.,^^ ^^j^ ^he applicable codes mlU/TUi t>ltoteJs. Please review carefully all i nmjjLiwii!'' 'I'll n In il Please resubmit the necessary plans and/or specifications, with changes "clouded", to this oiift^'torreview and approval Conditions: Cond: CON0007197 [NOT MET] ***Why are there two building permits in house for the same project? CB140583 abnf CB140586. CB140586 has no record of Fire Department review. Entry: 04/18/2014 By: cwong Action: PA Cond: CON0007202 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 04/21/2014 By: cwong Action: AP CORRECTION LIST BLDG. DEPT COPY Daryl K. James & Associates, Inc. Checked by: Daryl Kit James 205 Colina Terrace Date: 3/17/14 Vista, CA 92084 J. (760) 724-7001 Email: kitfire@sbcglobai.net APPLICANT: Jaime Ramirez - SCA JURISDICTION: Carlsbad Fire Department PROJECT NAME: VIASAT PROJECT ADDRESS: 2290 Cosmos Ct. PROJECT DESCRIPTION: CB130583 T.I. within existing 1,2730] new office, new finishes, update office and mechanical unit serving this space. This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. INSTRUCTIONS 1. Respond to the plan check comments by providing a written correction following each comment on this Correction List. 2. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates on applicable sheets throughout the plan check set. 3. Denote Fire Department revisions on the Building Department plan check set. 4. Send a copy of Building Department (EsGil) comments as soon as available. 5. Direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net 6. ONE COMPLETE, REVISED PLAN CHECK SET MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS, NO SIGNATURE REQUIRED. AVOIDING DELAY IN EXPEDITED PLAN CHECK SERVICES. DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 The items below require correction, clarification or additional information before this plan check can be recommended for approval to the Carlsbad Fire Department for permit issuance. COMMENTS - Responses to the Following Comments May Generate Additional Comments TSI Scope of Work Clarify scope of mechanical work. See Building Permit Application Description of Work and Sheet D1 Key Notes 6, 8 & 9. Add the Following Deferred Submittals Provide the Following List of Deferred Submittals Fire Sprinkler System 2013 CFC 903 and 2010 NFPA 13. Fire Alarm System 2013 CFC 907 including CFC 907.2 sections specific to occupancy groups and 2010 NFPA 72 A2 Finish Notes Add: All finish materials shall comply with CBC Chapter 8. Provide specifications and California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 Ml.O General Notes Update Notes 7 and 21 code references to the 2013 CMC. E2.0 Add the following notes: Means of egress illumination levei shall be not less than 1 -foot candle at the walking surface. END OF COMMENTS 06/24/11 FuUHaight Application Sti It ct u ra i Ca! cu ia t i D n s HAW0F=^TM' t201^LABC] RECEIVED MAR 1 3 2014 CITY OF CARLSBAD BUILDING DIVISION John A. Martin Associates^ inc. structural Engineers. 950 South Grand Avenue, 4th floor Lps Angeles> CA 90015 (213) 483-6490 www.iohnmaftin:t»m & John A. Martin & Associates, Inc. Client: Project: Haworth ENaoSE™ - Full Height Application Stieet Job no Date 13126 06/24/11 The ENCLOSE'" Movable Wall System Is a re-locatable, floor-to-ceiling, non-load bearing, non-combustible. interior wall partition system consisting of prefabricated panels wifli removalbe tiles, Materals Wali Weight For standard waii panels: RACING CONNECTION For glass wall panels: 5.50 psf 2.90 psf (V4" or 6 mm) Aluminum: 6063-T5 Skins & Pane\ Horiz Ft= 22 ksl Fy = 16 ksi Ea = 10,000 ksi Fb = min ( Ft /1.95, Fy /1.65) = 9.70 ksl Aluminum: 6063-T54/T6 Ft= 30 ksl 26 ksi 10.000 ksl F(, = min(F,/1.95, Fy/1.65)= 15.15 ksi Structural Steei: Es = 29,000 ksl Plate: A36 Fy= 36 ksi Tube: A500 Grade B 46 ksi RIGID BRACING ONE SIDE OR WIRE BRACING BOTH SIDES SUSPENDED "CBIING' FLOOR CONNECTION Fy = • PARTITION PANEL BRAQINO Lateral Analvsis 2011 LABC, CBC 2010, IBC 2009 Out-of-plane seismic force, attachement at top brace (ASCE 7-05, Seo. 13.3.1) Fp = M4X VWiere J.4 I lARp 1.4 0.69 Wp, (ASD) ap = 1.0 (ASCE Tab. 13.6-1) SDS = 2.0 (ASCE 7-05 Sec 11.4.4) In 1.00 (ASCE Sec. 13.1.3) The max value is Rp = 2.5 (ASCE Tab. 13.6-1) 0.69 Wp = 3.77 psf USE 5.00 DSf & John A. Martin & Associates, Inc aient: Haworth Project: ENaoSE^" - Full Height Application Sheet Job no Date 13126 06/24/11 Bracing Design Max. Ceiling Height H« 12"' ft ' P= 5.00 psf (0.5 H) S/Cos 45 = 0.21 kips/ stud aid Bracing Max. Brace Lengtii L= 12 ft Brace Size and Spacing 350S125-30 @ 60 in o.c Check Brace Compression Capadty (AISI C4.6) PJICK:- 0.23 klps/stud > P tSatlsfactoiyl Where 0^= 1.8 Ae = 0.19 in''(SSMApage7, ER-4943P) 0.65SAlFy , for —-T-Fy , for Ac>l-5 )43P) = si 2.1 E = 29,500 ksi (AISI pg 18) Fy = 33 ksl ?*=(Fy/Fer= 3.68 ksi Pn = AeFn= 0.41 kips/stud OPTiON 1: USE 3503125-30 (S 60 Wine Bradng Check Wire Brace Tensile Capacity OPTION 2; Use #12 GALVANIZED SOFT ANNEALED MiLD WIRE tS? 60" O.C. 0.21 kips/wire = P [Oiq D = 0.1055 In WHERE WALLS EXCEED IP'S* HIGH USE 2 WIRES EACH SIDE Check Wire Brace Uplift Force Counterbalanced by the Weight of the Wall PupiHi= 0.707 P= 0.15 kips/stud < W«^= 0.33 klps/stud [Satisfectory] Pdiow= (nD*/4)(Fy/2.5) = Where Fy = 60 ksl. COMPRESSION STRUT BY OTHERS •r BRACKET BOLT ASSEMBLY (ONE PER PANEL) 'cliuRiTTWdR FUP CEIUNG TRACK •SPRING STABILIZER STABIUZER ATTACHMENT BRACKET UNIVERSAL FRAME HORIZONTAL SATT INSULATION Y BRACKET BOLT ASSEMBLY (ONE PER PANEL) zo OMJOt STEEL STUD BY OTHERS - ONE ONLV fiCQUIREO EITHER SDE - MAY ALTERNATE SIDES IF DESIRED SPRING STASIUZER rABUZER ATTACHMENT BRACKET -j UNIVERSAL fWWE HORIZONTAL in INSUUTION & John A. Martin & Associates, Incr Client: Project; Haworth ENaoSE™ - Full Height Application Sheet Job no Date 13126 06/24/11 Bracing Connecfion. Check Sarew Caoadtv \/^'= 212 Ibs/stud 106 Ibs/screw Vellow = 151 ibs / screw, for # 12 screw®, where t = 0.0312 [Satisfactory] USE m-#12 SCREWS 2 in, web thckness 212 lb MAX. .*12 SELF-TAPPING lEET METAL SCREW BEND AS REO'D 20 GA. MIN. METAL DECK * 14 GA.x2°WIDE PLATE EE© 20GA MTL. STUD *NOTE: VERIFY MEFAL DECK HAS CAPACITY TO SUPPORT INDICATED LOAD. yyic PSI MIN. STWff OR llGHIWEIGHr AGGREGATE CONCIPE OYP 80ARO * METAL STUD / CSIUHO BY OTHDJS HILTI X-C SHOT PIN W/ 1 1/2" MH EMBED {LARR 25646) 20 CA. MM. TMCK -I.9nimx25mi MDE RL 2.6mm CALV. SOFT ANNEALED MILD STEa .WIRE W/ 4 TWISTS WITHIN IV2" PARAgEl TO PECK SPAN PERPENQICULAR Tp D^QK SPAN CONNECTOR AT GYP-BOARD CEILING Pheck HILTI X-C Capacity (LAF^ 25646) Into Lt. Wt Concrete over metal deck or structural slab Allowable tension & shear values wJ 11/2" embedment Pl 175 lbs / nail V, = 260 ibs / nail P, = 0.707 P = 150 Ibs/bolt V, = 0.707 P = 150 Ibs / bolt Check combined toading capacity (P./Pt)'^ + (V,/V,y >6/3 . < < 0.729 USE • HiLTt X-C (LARR 25646^ PtKteismic [Satisfactory] K»temio= 1.33 ViKsBismic [Satisfactory] ZQ' = Z^XW' p) / (Z^'sin^^a + Wp cos^a) where Bradng to Wood Joist Connection , (NDS 9.3-6) lbs/screw > P 45 [Satisfactory] 547 lbs/screw 1 ^^i p - 543 lbs/screw USE (H - 3«"A X 3" LAG SCREW OR f2) - 12d WOOD SCREWS 771 8 = Z'x = 2) -12d WOOD SCREW >V*" MIN. PENETRATION -12 eA.x1 y." WI0Ex3"L0NG CLIP W/VA * HOLES FOR SCREW & WIRE. *NOTE; VERIFY WOOD JOIST HAS CAPACITY TO SUPPORT INDICATED LOAD. & John A. Martin & Associates/ Inc. Client: Project: Haworth ENCLOSE™ - Full Height Application Sheet Job no Date 13126 06/24/11 Shot pins HILTI X-C Capadty (LARR 25646) @ 24" O.C. Allowable tension & shear values(Tables 2&3) Vt = 260 Ibs/nail The max shear values at bottom = 5.00 psf (0.5 H) S 60.00 Ibs/nail < V,Ka,ismte [Satisfactory] Screws to plywood #6 Wood Screw (sheet metal screw may be substituted) Spadng = 2ft Vt = 87 Ibs/nai! The max shear values at bottom Vs = 5.00 psf {0.5 H) S ~ 60.00 Ibs / nail < V,Kg^te [Satisfactory] Panel Bottom Connection EMBEO. USE HiLTi X-C @ 2'-0" o.c. fLARR 25646) size #6 Wood Screw Diameter (En) Appendix L D 0.138 Wood Sa«w Root Oiameifflr oT Thteaded Portion(ln) Appendbc L or 0.113 Wood Screw Lens^ (hi) L 3.26 Bending Yield strength of Wood Screw (psQ TbI IIL Fyb taoooo Main Member Douglas Pfir-tarcft Th)ctcrtt5& of Mafn Mem)>er (in) tm 7/8 Paialtet Oowet BeaiSng Strengtfi of Main Meinber (psI) TbI 11.^.2 Fem 46S0 Screw tip comes out of the back of main member m Z63 Side Member Plywood (Cmer Grade) Itiicknese of Side MemDer (in) tstis 5I& Paraliei Dowel Bearing sfrength or Side h^ember (psO Tb111.3.2 Fes 3350 Islomfna) Wood Scnew Shear Capa(% (pounds) Z SS Controlling Mode NKRIE INs Dowel Bearing Lengitt Beyond SMe Member (in) L-W 2.63 Main Member Dowel Beating t.engin (in) lm D.88 Minimum Required Pen^raffon ^) W G.83 Penetration to Achieve Full Shear Value (fn) iOD 1.38 PenekaHon O^h Factor (for tatae vaft/es ortt/f TW -IIL Od 0.63 BtHt Gnin Faetor (ixrew/lnmln member gralt>}? No c« 1.00 Loati Duration consfttertd SefamkfLoaa 1.60 Z' 87 See SecBoni 1.3.1 2.20 Fem / Fes Re 1.39 HI 0.632 KZ 1.383 la 1.242 Oaffe #e D frn Fem / Rd MODE lm (11.3-1) 20S 0 Is Fes / Rd MODE Is (11.3-2) 108 kl D Is Fes / Rd MODE tl (11.3-3) 68 D lm Fem / (f*ZRe) Rd novm mm (11.3^) 77 kS D Is Fem / f2 + «e; Rd iRooe Ills (tl.3-5) 6S (Dt'2/Ra) scmT[(2FemFyb} / {3(i *Re})} MODE IV (11.3-6) 66 #6x1" WOOD SCREW «Z«' OC USE #6 WOOD SCREW iSffl' O.C. INTO 7/8" (MiW PLYWOOD John A. Martin & Associates; inc. Qient: Haworth Project: ENCLOSE^ • Full Height Application Sheet _Job no Date 13126 06/24/11 Thru-boit to TecCrete Floor At base - 1/4" diameter bolt into TecCrete (1" thick LL Wt (Oncrete access floor panel) Check Concrete Breakout Strength for Bolts @ 2'-0" o.c. on 1" /^»ess Concrete Floor. (ACI 318, D.6.2.1a) Art Are 0.14 k v.. [Satisfactory] where: ^ = 0.75 x 0.75 = 0.5625 vj/^v term is 1.0 for location where concrete cracking Is likely to occur. Av / Avo and Vody terms are 1.0 for single shear festener not influenced by more than one free edge. I term is load bearing length ofthe anchor for shear, not to exceed 8d. fc' Vu» hef d 3 ka 60 ksi 0.084 k, (ASD X 1.4) 1 in 0.25 in i" THRU-BOLT ®24" oc Check Pryout Strength for Shear Load : (ACI 318, D.6.3.1) = 0.67 k > Vua [Satisfactory] where: ^ « 0.75 x 0.75 = 0.5625 \(/c,N term is 1.0 fbr location where concrete cracking is likely to occur. k^^ = 1.0 for h,f < 2.5 m. USE 1/4" DIA THRU-BOLT <S! 2'^" O.C. John A. Martin Associates, Inc. Haworth ENCLOSE"^ - Full Height Application Sheet Job no Oate 13126 06/24/11 Additional eccentric load may be required by work surfaces and overhead storage. This load will be iimited by the connections as follows: Top - solid brace R = 410 00845° = 290 # Top - wire brace R = 420 00845" = 297 # Bottom-shotpin Rg260*2 520 # R„*,= 290 # H= 12 ft At 5 psf the reaction Is: 5 psf *0.5*H*S = 150.0 # FU= 139.9 # Maximum eccentricty e= 12" (work surfaces > 24" wide will have additionai support) The aliowable reaction is less for shorter walls: H = 6.67 ft At 5 psf the reaction is: 5 psf *0.5*H*S = Max added DL = Rnet/(e/H) = 1.679 # per 4' panel 83.4 # Rnrf" Maximum eccentricty e= 12" (work surfaces > 24" wide will have additiona! support) 206.5 # Max added DL = Rn«/(e/H) = 1,378 # per 4' panel Check seismic governs - 3.77 psf Wall capadty « 5 psf * 1.333 = 6.67 psf M = 6.67 psf* H^/8 SUSPENDED FLOOR rt- DL •mOEO ECCENTRIC LOAD PANEL BRACING ^1 REACTION DUE TO ADDED LOAD DL = Fp*H78 +DL*e/H + 0.42*DL*30"(H-30")/H Therefore DL = (6.67*H78 - Fp*H=^/8)/(e/H + 0.42*30"(H-30")/H) 57.0 plf Seismic Governs For a 4' wide panel the added dead load is iimited to 227 # each side. (work surface/overhead storage combined) R' BOARD OF BUILDING AND SAFETY COMMISSIONERS HELENAJUBANY PRESIDENT VAN AMBATIELOS VICE-PRESIDENT E. FELICIA BRANNON VICTOR H. CUEVAS SEPAND SAMZADEH CITY OF LOS ANGELES CALIFORNIA ERIC GARCETTI MAYOR DEPARTMENT OF BUILDING AND SAFETY 201 NORTH FIGUEROA STREET LOS ANGELES, CA 90012 RAYMOND 8. CHAN, C.E., S.E. SUPERINTENDENT OF BUILDING INTERIM GENERAL MANAGER Haworth, Inc. One Haworth Center Holland, MI 49423 Attn: Ross Koning (616) 393-3707 RESEARCH REPORT: RR 25785 (CSI# 10630) Expires: Issued Date: Code: February 1, 2015 Febmary 1,2014 2011 LABC GENERAL APPROVAL - Technical Modification - Enclose Walls - movable, interior, non- bearing, noncombustible partitions and glass wall panel partitions. DETAILS Enclose Walls and Enclose Glass Wall Panels are non-rated, non-load bearing, noncombustible interior wall partition comprised of gypsum, or steel skins, or glass panels attached to extruded aluminum frame members connected at their ends with steel brackets. The base ofthe wall system consists of steel legs with threaded leveler bolts attached to the frame and an aluminum base track. The base track is attached to the floor by carpet gripper cormectors, or carpet gripper connectors with additional fasteners into the floor framing. Removable tiles consist of plastic snaps, ABS cormection strips, attached to the rear face that connects to the frame. Enclose Wall Panel width shall be a maximum of 48 inches. Panel thickness shall be a minimum of 3.93 inches. The panels are framed with aluminum extrusions spaced at 24 inches on center. Enclose Steel Wall Panel width shall be a maximum of 60 inches. Panel thickness shall be a minimum of 3.93 inches. The panels are framed with aluminum extrusions spaced at 24 inches on center. Enclose Glass Wall Panel Tiles are a maximum of 60 inches wide by 144 inches tall, with or without intermediate muntins and transoms, and consist of a frame constructed from 6063-T5 (Per Aluminum Design Manual-1) horizontal and vertical aluminum alloy extrusions connected with a 14 gage cold rolled steel comer bracket. Minimum .37 inch thick tempered or laminated glass is then secured in the frame. Minimum .24 inch thick tempered or laminated glass may be also used where the size ofthe glazing panel is less than 49 square feet. RR 25785 Page 1 of4 LADBS G-6 (Rev.6/08) AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMP Haworth INC. RE: Enclose Walls - movable, interior, non-bearing, noncombustible partitions and glass wall panel partitions The approval is subject to the following conditions: 1. The height of the partitions shall not exceed 12'-0". Top and bottom connections ofthe partition to the building stmcture shall be detailed on the approved building permit plans. Suspended ceiling systems shall not be used to provide lateral support for the partitions. 2. No fire-resistive time period rating is assigned to these partitions. Enclose wall panels and glass panels cannot be used to establish a corridor serving an occupant load that would require it to be of fire-resistive constmction as per Section 1018.1 of the 2011 Los Angeles Building Code. 3. A floor plan showing all altemate locations of the partitions and all exits to public corridors for each altemate location shall be filed with, and a permit obtained from the City of Los Angeles Building and Safety Department. 4. Enclose Wall Panels and Enclose Glass Wall Panels are limited to interior non-bearing applications. 5. Enclosed walls are capable of supporting a maximum of 200 lbs of additional loads on each side of the panel. The maximum eccentricity ofthe objects being supported shall not be more than 9 inches. 6. Interior wall coverings shall comply with Section 803 ofthe 2011 Los Angeles Building Code. 7. Connection ofthe Enclose Wall Panels and Enclose Glass Wall Panels to the main stmcture shall be fully detailed and reviewed by Stmctural Plan Check. 8. The bottom ofthe panels shall be inserted into a floor channel and leveled by .5 inch diameter threaded rods located at each end ofthe panel. The floor channel shall be attached to the floor system with an approved fastening device. 9. Enclose Wall Panels and Enclose Glass Wall Panels shall be installed per the manufacturer's installation manual. 10. Each panel must be labeled. The label shall clearly identify the company name and address, product name. City of Los Angeles Research Report number and maximum furniture load. 11. All glass panels shall be firmly supported on all four sides by the aluminum framing members in accordance with Section 2403.3 of the 2011 Los Angeles Building Code. Where located in Hazardous Locations as defined in the Los Angeles Building Code Section 2406.4, safety glazing, per Los Angeles Building Code Section 2406.1, shall be provided. RR 25785 Page 2 of4 Haworth INC. RE: Enclose Walls - movable, interior, non-bearing, noncombustible partitions and glass wall panel partitions DISCUSSION The Technical Modification includes the framed glass panel partitions and sixty inch wide steel panels as part ofthis approval. Conditions of approval were added to include the glass partition type; Condition number 11 was added; and a description of the glass panel system was added to the Details section. The report is in compliance with the 2011 City of Los Angeles Building Code. The approval is based on tests and engineering calculations, wall panel ASTM E72, ASTM E84 and ASTM 1929. Enclose Wall panel offers 19 standard wall coverings that achieve Class A classification in accordance with ASTM E84. Standard wall coverings: Abaca, Breeze II, Calle, Cameroon, Dundee, Network, Rejuvenate, Sandovra, Spring II, and Stream. The ABS Clip that attaches the Skin to the Aluminum Frame meets the requirements of CC2 Plastics. Flame Spread Index is 10, Smoke- Developed Index, 200. Enclose walls meet the deflection criteria specified in Table 1604.3 ofthe 2011 Los Angeles Building Code of 1/120 when subjected to a load of 5 psf and have adequate strength to withstand the loads specified in section. Glass wall panels: Aluminum frame members of the glass wall panels meet the deflection limitations specified in 2011 Los Angeles Building Code 2403.3 to be considered giving firm support. This general approval of an equivalent altemate to the Code is only valid where an engineer and/or inspector ofthis Department has determined that all conditions of this approval have been met in the project in which it is to be used. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with anv attachments indicated, to architects, engineers and builders using items approved herein in design or constmction which must be approved by Department of Building and Safety Engineers and Inspectors. RR 25785 Page 3 of4 Haworth INC. RE: Enclose Walls - movable, interior, non-bearing, noncombustible partitions and glass wall panel partitions ALLEN PEERY, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone-213-202-9812 Fax - 213-202-9943 RH RR25785 R02/12/2014 ASCE 13.3.1/LABC 803 Attachments: Guidelines for seismic bracing and calculations - 7 Pages RR 25785 Page 4 of4 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY HV« BP DATE / / Business Name Business Contact Project Address CHy ^ State Zi DCode _ APN# _ J ,1 li^ailingAddfess City State apCode _ Plan Flle# Project Contact 1. _ KJAIH'SL. i^r>f//s&-_ The foiiowing questions represent file feeilily's acfivHIes, NOT (lie specific project description. PART ii FIRE DEPARTMENT- H«ARDOUS MATERIALS DWI^IQH: OCCtlPANCV CLASSIFICATION: Indicate by drcSng the Kem, whether your business Will use, process, or store any ot »e folowing tiazardous maTerials. If any of ttie items are drded, applicant must contact ttie Flre Protection Agency witli " - ~ ' - - - • -jurisdiction priorto plan submittal. Facility's Square Footage (including proposed project)^ 1. Explosive or Blasting Agents S. Organic Peroxides 9. Water Reactives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammat^e«;ombu6tWe Liquids 7. Pynjptiorics 11. Highly Toxic or Toxic Materials 4. IHsmnnable Solids 8. Unstable Reactives 12. Fiadloactives Occupancy fating: Sf-' f^ 13. Comsivas Other IHealttiHlazards fS.'Ylone of These. AM PK<?o qpMNTY pEPARTfflffT 9F EHVlRpMMfKTAL HPAt-TH >6cani must conlact the County of Sai Dlego tHazardoi PART «: questions is yes, appl Call (858) 505-6700 prior lo the Issuance of a building penult. 4 HAgARDOgS MATf ms PIVISIgWg imm. If the answer to any of the us Materials Division, 5500 Overland Ave., Suite 110, San Dlego, CA 92123. FEES ARE REQUIRED. YES O • • NO Project Completion Dale: Ml \A Expected Date of Ocaipancy: (tor new construction or remodeling projects)' 41 Oil [4 Tiodellng projects) !E3s. Is yoiff business listed on ttie reverse side of this form? (check all that apply). j3- Will your business dispose of iHazardous Substances or Medical Waste In any amount? Will your Ixislness store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, SOO pounds, 200 cubic faet, or carcinoeens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or Install a hiazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum In tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 galons? (Califomia's Aboveground Petroleum Storage Act). • CalARP Exempt Date Initials • CalARP Required Date Initials • CalARP Complete I Oate initials ^PMfjP'' PgJLULlTiON CONTROL DISTWCT: If the answer to any d the questions bekiw is yes, applicant must conlact the Air •"24 Old Grove Road, San Diego, CA 82131-1649, tetephone (858) 586-2800 prior lo the issuance of a buikiing or demolltkm 1. • pXrio'n'fflimrct imb\ mii permit. Note: If the answer to questions 4 or 5 is yes, appHcant must also submit en asbestos nblifitiatkMi form to the APCD at least 10 working days prior to commencing demolitton or renovation, except demolition or renovalion of residential stnictures of fbur unite or less. Contact the APCD for more information. YES Will the subject feicllity or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See ttie APCD factsheet at http.//www sdaocd .ofci/in(oytacls/permils.Ddi, and the list of typical equipment requiring an APCD parmit on the reverse side of this from. Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 11S YES) WSI the subiect faclWy be tocated within 1.000 feet of the outer boundary of a school (K through 12)? (Seerch the Calilbmia School Directory ai httn://www.coe.ca aov/re/sd/ for public and private schools or confact ttie appropriate school district), iias a survey been perfomned to determine the presence of Asbestos Containing Materials? Will there tie renovatnn that invoivies handing of any friable asbestos matertals, or disturbing any material that contains non-friable asbestos? Will Uiere t>e demolition involving tiie removal of a k}ad supporting structural member? Briefly describe business activities: Briefly describe proposed project: fptyl^^a'aQr® of owner ^^uthonzed Agent (3 Date ^^^^^^^trt^^MM?i*I IIAEAUIV. « Ill FIRE DEPARTMEIMT OCCUPANCY CLASSIFICATION:. BY; FOR OFFICIAL USE ONLY: DATE: EXEMI>T OR NO FUnHCR mPORMATION REQUIREO RELEASED FOR BUILOIMG PEMWT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCT COUNTI'-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD HM-9171 (02/11) County of San Diego - DfiH - Hazardous Mabnials Division PLUMBING, DevelODment Services ELECTRICAL, Building Division CITY OF CARLSBAD MECHANICAL WORKSHEET B-18 1635 Faraday Avenue 760-602-2719 www.carlsbadca .eov Buildine@carlsbadca.eov Project Address: Permit No.: Information prouid«d below refen to wwti being done on the above mentioned permit only. This form must be completed gnd returned to the Building PIvirion befers fhe pennit cnn be Issued. Building Dept Fax (760) 602-«558 Numtjer of new or relocated fixtures, traps, or floor drains. New building sewer line? ................ Numlser of new roof drains7._ Install/alter water llne?...~. •••••••••••••a**••••••••« Ves 1 Number of new water heaters? Number of new, relocated or replaced gas outiets?. Number of new liose t>ibs? 0 No X 0 NO Residential i>emiibt IMew/expanded service: Number of new amps: Minor Remodel oo4* Ves No Commerdal/indiMtitalt Tenant improvement: Number of exisUns amps Involved hi thk project Number of new amps involved hi thb project New Contlnictiont Amps per Panel: Single Phase ....................— Numlier of new amperes. Three l^hase .. ...................... Number of new amperes_ Three Phase 480 . ........ Numlier of new amperes_ Existing Removed: 960VA Ltg + 2880VA Recp = 3840VA Load Added: 1218VA Ltg + 2640VA Recp = 3858VA New load added = 18VA. Numlser of new fumaces. A/C, or heat pumps?.. New or relocated duct worh?. Number of new fireplaces? Number of new exhaust fans?, Relocate/install vent? .Ves Numlser of new exhaust iioods? Number of new boilers or compressors?.. No 0 .Number of HP 0 B-18 Page 1 of 1 Rev. 03/09 PLUMBING, Develooment Services CITY OF ELECTRICAL, Buiiding Division CITY OF MECHANICAL 1635 Faraday Avenue 760-602-2719 CARLSBAD WORKSHEET B-18 www.carlsbadca.eov BuildinePcarlsbadca.eov Project Address: Permit No.: Information provided below refert to worb being done on the above mentioned permit only. This form must be completed end returned to the Building Division before the pennit cnn be issued. Building Dept Fox: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains. New building sewer line? Numlser of new roof drains?., install/alter water line?............ Numtier of new water heaters?., Numiser of new, relocated or replaced gas outlets?. Number of new hose bS>s?»»~..~... . >••••*• • »«»*Mei Ves 0 No X NO Residential Pennilst New/expanded service: Numt)er of new amps: Minor Remodel <V7i^ Ves No Commerdal/industrioh Tenant improvement- Number of existing amps Involved Ai thif project Numiier of new amps Involved In this prefect New Constnictieni Amps per Panel: Single Phase Three Phase. Three i^hase 480 Number of new amperes. Number of new amperes, Numlier of new amperes. Number of new fumaces, A/C, or heat pumps? New or relocated duct worh?. Number of new fireplaces?. Number of new exliaust fans?., Reloccite/instaii vent?. Number of new exiiaust floods?... Number of new boilers or compressors?.. Ves No A. 0 ......... Numt>er of i-iP 0 B-18 Page 1 of 1 Rev. 03/09 CB140583 2290 COSMOS CT VIASAT: 1,272 SF OFF TO SAME pli>^ ijD cuy^ ID ^/^^ iO/£^ /^>e^ Final Inspection required by: • Plan a CM&I • Flre sw QlSSUED acv. Approved Date By, BUIU)ING PLANNING ENGINEERING 9f(/(l^ FIRE ExpeditEf(^Y'^N i/^i IN DIGITAL FILES Required? Y N HazMat APCD Health Forms/Fees Encina Sent Reed Due? By Fire Y N HazHealthAPCD V N PE&M S/,3/,^ Y N School Y N Sewer V N Stormwater Y N Special Inspection Y N CFD; Y ^N^ LandUse; CFD; Y ^N^ LandUse; Density: ImpArea: FY: Annex: Factor: PFF: y (H^ Comments Date Date Date Date Building Planning Engineering Fire Need? , / V,. /• Done • Done a Done