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HomeMy WebLinkAbout2350 CAMINO VIDA ROBLE; ; CB962196; PermitBUILDING PERMIT 12/26/96 15:08 Page 1 of 1 Job Address: 2350 CAMINO VIDA ROBLE Suite: Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 213-050-09-00 Lot#: Valuation: 20,000 Occupancy Group: Reference*: Description: RACK SYSTEM-NELLCOR Permit No: CB962196 Project No: A9603113 Development No: 1672 12/26/96 0001 01 C-PRHT Construction Type: NEW Status 02 211.00 Appl/Ownr W.T. BILLARD INC 12255 KIRKHAM RD POWAY CA 92064 Fees : Adjustments: Total Fees: *** Fees Required *** 346. 3 Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Applied Apr/Issue ISSUED 11/13/96 12/26/96 619 679-1800 Entered By: RMA ected & Credits * ** . 00 135 . 00 211.00 Ext fee Data 207.00 135.00 4. 00 346.00 FINAL APPROVAL INSP_,ZDATE. CLEARANCE. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPUCATION City of Carlsbad Building Departnent 2075 Las Raines Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT From List 1 (see back) give code of Permit-Type: For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: Net Loss/Gain of Dwelling Units PLAN CHECK NO. EST.VAL PLAN CK DEPOSIT VALID. BY ~ DATE 4+f ±22*- 2. PROJECT INFORMATION FOR OFFICE USE ONLY Address Midi LEGAL DESCRIPTION Lot No.SubdivisioriNa me/Number Unit No.Phase No. CHECK BELOW IF SUbMl^JLU: D 2 Energy Gales ET2Structural Calcs D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF SQ. FT.STORIE # OF BEDROOMS # OF BATHROOMS 3. UJNTAKJT FhRSONuTonierejit trom applicant) NAME (last name first) I/ " CITY c/&Y\ VitMf) STATE ^ ADDRESS , ZIP CODE M?r& DAY TELEPHONE 4. APPLICAN1' ""D CONTRACTOR U AGENT FOR CONTRACTOR U OWNER ttTAGENT FOR OWNER NAME (last name first) g)^^)^ ^J-^ ^7 ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 5. PROPERTY OWNER NAME (last name first) CITY ADDRESS STATE ZIP CODE DAY TELEPHONE 6. UUNTKAfJIUK NAME (last name first) //.X. fc? CITY fv(jJ<^tA STATE * STATE UC. # ADDRESS ZIP CODE $ 2^7(04- DAY TELEPHONE LICENSE CLASS CITY BUSINESS LIC. # DESIGNER NAME {.last name first) CITY STATE ZIP CODE ADDRESS DAY TELEPHONE STATE UC. # 7. WORKERS' COMPENSATION Workers Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Certificate otExemption: 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. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Uwner^Himder Declaration: I hereby attirm that I am exempt trom the Contractors License Law lor the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 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 contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: (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, commencing 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]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. ODNSlltuCltoN LENDING AGENCY 1 hereby affirm that there is a construction lending agency tor the performance of the work tor which this permit is issued (Sec 30970J Civil (jodej. LENDER'S NAME LENDER'S ADDRESS 1O. AFPL1CANI CliKTU-lCAnON I certify that I have read the application and state that the aoove information is correct. 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 AGAmST AIJ, IIABIIITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO OTY IN CONSEQUENCE OF THE GRANTING OF TIDS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 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 303(d) Uniform APPLICANTS SIGNATURE A^ A* A/^l f'/fQ 7 DATE: / WHITE: File BELLOW: Applicant PINK: Finance PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palms Dr., Carlsbad, CA 92009 (619) 438-1161 1. FSKMlTrYPIi From list 1 (see back) give code of Permit-Type: ForJlesidential Projects Only: From List 2 (see back) give Code of Structure-Type: Net Loss/Gain of Dwelling Units PLAN CHECK NO. EST.VAL PLAN CK DEPOSIT, VAUD. BY DATE 2. PROJECT INFORMATION FOR OFFICE USE ONLY Address Nearest Cross Street Building or Suite No. LEGAL DESCRIPTION No.Subdivision Name/Number Unit No.Phase No. CHECK BELOW IF SUBMITTED: Q 2 Energy Calcs D 2 Structural Gales D 2 Soils Report Q1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQ.FT.# OF STORIES # OF BEDROOMS # OF BATHROOMS 3. tJTJNTATjr PERSON [it ditierem trom applicant; NAME (last name first) CITY STATE ADDRESS ZIP CODE DAY TELEPHONE 4. APPLICANT fjUJNTKAClUK NAME (last name first) CITY UAGhNI frUR CONIKACrCJR ADDRESS STATE ZIP CODE U OWNtH U AGENT FOR OWNER DAY TELEPHONE 5. PROPERTY OWNER NAME (last name first) CITY ADDRESS STATE ZIP CODE DAY TELEPHONE 0. CONTRACTOR NAME (last name first) CITY f M ADDRESS STATE C»A ZIP CODE c(~LO<.<f\ DAY TELEPHONE STATE LIC. # "fc.cn ^g> 7 LICENSE CLASS CITY BUSINESS LIC. # DESIGNER NAME (.last name IirstJ CITY STATE ADDRESS ZIP CODE DAY TELEPHONE STATE LIC. 7. WORKERS COMPENSATION Workers Compensation Declaration: I hereby affirm that I have a certificate or consent to sell-insure issued by the Director or Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Certificate of Exemption: I certify that in the performance ot the work for which this permit is issued, I sTiaH not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby atnrm that I am exempt trom the Contractors ucense law lor the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 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 contractor (s) licensed pursuant to the Contractor's License Law). D I am exempt under Section _ Business and Professions Code for this reason: (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 die Contractor's License Law (Chapter 9, commencing 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]). SIGNATURE DATE COMPLETE THIS SLL'i lUN NO-E flUILDlNG 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? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CUNSIKUC'IIOIM LEHDLNG AGENtJf I hereby atnrm that thertfis a construcuon lending agency tor the pertormance ot the work lor which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS 1O. APPL1LAN1 L±KllrICAn(JN 1 certify that 1 have read the application and state that the above information is correct. I agree to comply witn all Uty 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 Ali UABOJITES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construcuon of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 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 303(d) Uniform Building Code). APPLICANTS SIGNATURE DATE: WHITE: File YELLOW: Applicant PINK; Finance EsGil Corporation frofessional yfan gteview 'Engineers DATE: 12/11/96 Q APPLICANT JRJS.P a FIRE JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 96-2196 SET: II PROJECT ADDRESS: 2350 Camino Vida Robles PROJECT NAME: NELLCOR Racks The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. X] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: ><] REMARKS: 1. Note on the plan that this project shall comply with Title 24 and 1994UBC. 2. Note on the plan that no hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC tables 3-D and 3-E. 3. Fire Department approval is required 4. Note on the plan the minimum clearance between the racks and the existing building columns, walls are 6". By: David Yao Enclosures: Esgil Corporation n GA p CM D EJ D pc log tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGM Corporation ProfessionatT Can Review 'Engineers DATE: 11/25/96 a APPLICANT JURIS. ZT> Q FIRE JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 96-2196 SET: I PROJECT ADDRESS: 2350 Camino Vida Robles PROJECT NAME: NELLCOR Rack The plans transmitted herewith'have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. 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. 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. The applicant's copy of the check list has been sent to: Scott Cairns 5355 Mira Sorrento Place Suite 750 San Diego CA 92121 X 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: Date contacted: (by: ) Telephone #: REMARKS: By: David Yao Enclosures: Esgil Corporation n GA Q CM D EJ D PC 11/15 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 *• San Diego, California 92123 4- (619) 560-1468 4 Fax (619) 560-1576 Carlsbad 96-2196 11/25/96 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS; 2350 Camino Vida Robles DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/15 REVIEWED BY: David Yao PLAN CHECK NO.: 96-2196 DATE REVIEW COMPLETED: 11/25/96 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, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. 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. t 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? Q Yes Q No 4. Only the storage racks are included in this plan review 5. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994UBC. Carlsbad 96-2196 11/25/96 6. UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. 7. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 8. Obtain Fire Department approval for groups F, M and S occupancy storage per UBC Sections 306.8, 309.8 and 311,8. 9. Provide a rack layout plan showing the location of all racks. 10. Indicate the clearance from the new racks to the existing building walls and building columns per Section 1631.2.11. The clearance must be at least 3RJ8 times the deflections of both the rack and the building. 11. Provide forklift protection per Section 2231.5. 12. Include the 25% increase in vertical loading for impact per Section 2237.2. Or noted on the plan "hand stack" 13. Recheck all connections on sheet 1 and 2 as follows: a) Provide calculations for all beam to bracket weld capacities per Section 2330 (allowable weld stress is the member thickness times 26 ksi times 1.33, or the weld stress, whichever is lower). b) Check the bracket maximum weak axis moment. The bracket moment at the bottom of the beam is M = 2.25"C - 1.5"P3, where C = P} + P2 + P3. c) Increase the moments by the PA effects, or provide a complete frame analysis for combined vertical load fixed-end moments plus seismic. 14. Recheck the base plate with the higher loading from comment 17 above. Include calculations for the base plate thickness due to the longitudinal base plate moment. i 15. Indicate the safety pin size and verify it is adequate for the 1000#load. Section 2236.1. 16. Recheck the base plate anchors as follows: a) Check the transverse seismic for overturning with only the top shelf loaded with the force acting through the center of gravity of the top load per Section 2237.7. b) It appears special inspection may be required for the expansion anchors based on the tension values in the bolts. 17. Provide calculations for the column weak axis bending plus axial for transverse seismic loading. The axial load is the maximum compression load at the base from vertical plus seismic overturning. The column moment will probably be maximum for the lateral load from the base plate to the first diagonal brace (not only to the first horizontal member). Carlsbad 96-2196 11/25/96 18. Check the slab stress for the maximum transverse overturning axial load. Show the slab thickness on the plans per the calculations. Check the maximum slab stress under the base plate per Section 1915.4.2. 19. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. Carlsbad 96-2196 11/25/96 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 96-2196 PREPARED BY: David Yao DATE: 11/25/96 BUILDING ADDRESS: 2350 Camino Vida Robles BUILDING OCCUPANCY: S-l TYPE OF CONSTRUCTION: IIMhr BUILDING PORTION rack Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA • (ft.2) VALUATION MULTIPLIER VALUE .. ($) 20,000.00 (per city) Eg| 1991 UBC Building Permit Fee G Bldg. Permit Fee by ordinance: $ 216.00 1^1991 UBC Plan Check Fee G Plan Check Fee by ordinance: $ 140.40 iType of Review: G Complete Review G Structural Only G Hourly G Repetitive Fee Applicable G Other: Esgil Plan Review Fee: $ 112.32 Comments: Fire Services Review: G Fire Alarm G Complete Review G Other: G Suppression System Esgil Fire Services Review Fee: Comments: $ Sheet 1 of 1 macvalue.doc 5196 City of Carlsbad Engineering Department DATE: BUILDING PLANCHECK CHECKLIST PLANCHECK NO.:CB BUILDING ADDRESS: JJ, PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL EST VALUE: DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully att comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: ;FOR OFFICIALESE !QNU¥; ENGINEERING:AUTHORIZATION:TO!]SSUEBUILDING;PERMIT:: ATTACHMENTS D Dedication Application D Dedication Checklist U Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application rj Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet \\LASPAUMS\SYSVLIBf^Y\ENGWORDkDOCShCHKLSTOi4dng Ptadwck CWrt BP0001 Fom hM.dOC ENGINEERING DEPT. CONTACT PERSON Name: Michele Masterson Address: Phone: City of Carlsbad 2075 Las Palmas Dr., Carlsbad, CA 92009 (619)438-1161. ext. 4315 _ A-4 2O75 Las Palmas Dr. • Carlsbad, CA 92OO9-1576 • (619) 438-1161 • FAX (619) 438-O894 BUILDING PLANCHECK CHECKLIST SITE PLAN rj Q 1 . Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets Q Q 2. Show on site plan: A. Drainage Patterns B. Existing & Proposed Slopes C. Existing Topography Q Q 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5] On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent." [Per 1990 UBC 2907(d)5] Q Q 4. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Page 1 of 4 Q:\LIBRARY\eNQ\WORD\DOCS\CHKLST\BUUne PUnchKk CUtt BPQ001 Farm M*.doc BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 5. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: DEDICATION REQUIREMENTS Date: 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Y*" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by:Date: IMPROVEMENT REQUIREMENTS 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ ; , pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvement requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by:Date: Page 2 of 4 G:\LIBRARY\ENetWORO\OOCS\CHKLST\BuildlnB Pttncheck CMM BPD001 Form hM.doc BUILDING PLANCHECK CHECKLIST j«t/ o"^ 3"^ Q Q Q 7b. Construction of the public improvements may be deferred pursuant to Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: _ Improvement Plans signed by: Date: Q Q Q 7c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: Q 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. Q Q Q 8a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Q Q Q 8b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: Q 8c. No Grading Permit required. Page 3 of 4 aUJBRARY\ENQtVKKDUX>CSlCHKLSTOuil<fna PtonchM* CMM BP0001 Fom MM.doc BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS Q Q Q Q Q G 9.A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for A separate Right-of-Way permit issued by the Engineering Department is required for the following: 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial Waste permit accepted by: Date: 12. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. Page 4 of 4 O:\LIBRARY\ENO\WORD\DOCaCHKLSnBdU>« PkncMck CUtl SP0001 FonnMM.doc D D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. GB Planner OftJ APN: _ ?2J\f\Address -Z3SD Phone (61 91 438-1161, extension Type of Project and Use: _e j"t { I S""" "PM Facilities Management Zone: S (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Leoend x Item Complete Item Incomplete - Needs your action Environmental Review Required: YES DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO _ DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval F] F] . Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES If NO, proceed with checklist; if YES, proceed below. Determine status (Exempt or Coastal Permit Required): H Exempt, proceed with checklist; if Coastal Permit required, hold building permit until Coastal Permit issued. Coastal Permit Determination Form already completed? YES NO tf NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. Q Q Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Site Plan: Q 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. dl O 2. Provide legal description of property and assessor's parcel number. I Zoning: Q 1. Setbacks: ,/A Front: Int. Side: Street Side: Rear: QO 2. Lot Coverage: 3. Height: 4. Parking: DkD [Q] Additional Comments Required Required Required Required Required ^ Required aces Required aces Required ^— \ ^^ f\AaJ»<L_ ^U ^/n Shown 7J Shown I Shown 1 Shown *r Shown N/fy- Shown //P/A> Shown _J — Shown J>1J> *T p\UtJcr ^TTO^fVd ^ & OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER oKQ DATE City of Carlsbad 96350 Fire Department • Bureau of Prevention Plan Review: Requirements Category: High Piled Combustible Storage Date of Report: Wednesday, November 27, 1996 Reviewed by: ^ 0 |6^ a Contact Name Scott Cairns Address 5355 Mira Sorrento PI Ste 750 City, State San Diego CA 92121 Bldg. Dept. No. CB96-2196 Planning No. Job Name Nellcor Phil Rack Job Address 2350 Gamino Vida Robte Ste. or Bldg. No. E3 Approved - The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. CD Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 96350 File* 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 BY G. OHANIAN "DATE n-*-96 SUBJECT RACK DESIGN & ENGINEERING CO 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO. 1 JOB NO. RD-2177 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: NELLCOR 23 5O CAMINO VI DA ROBLES CARLSBAD, CA. PER BC 1 994 EDITION SEISMIC DESIGN OF RACKS BASED ON 3000 # / LEVEL 9 PALLET RACKS 500 # / PALLET & FLOW RACKS REF: CALCS. 1 THRU 1 1 DRAWINGS: RD-2177 ' SH. r & '1 BY .G. OHANIAN DATE 11-4-96 SUBJECT RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE.( SUITE 204 GLENDALE, CA. 91208 TEL:(818)957~2980 FAX:(818)957-8603 SHEET NO. 2 JOB HO. RD-2177 TYPICAL FRONT VIEW SIDE VIEW SINGLE SIDE VIEW BACK/BACK LH 551 BEAM 1 3/4",, x-t-0.07" 2 3/4' - x CHECK FOR 3000 # / LEVEL 1500 #/ BEAM lx=3.36 Fv =50KSI> M=9£VL5 = 18.0* 8 Q - 18.0 - finS~ - -bo BY G. OHANIAN DATE " 11-^-96 SUBJECT RACK DESIGN Sc ENGINEERING CO 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO. JOB NO. RD-2177 SEISMIC DESIGN Rw Z=.4 1=1 C=2.75 Rw=8 Rw=6 W=D.L ZONE 4 LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) LOAD PER COLUMN P= 1x3,0 =3i0K 2 W=.1 +3.0 =3.1* D.L LL. V= .4x1x2.75x5.1 - 8 V= .4x1x2.75x5.1 _ 6 V= 2x.57 = 1.14K .57 BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION LONGIT. SEISMIC 5.7 5.7 11.3 .42'11.3 BY G. OHANIAN DATE ' 11-4-96 SUBJECT RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(81B)957-2980 FAX:(B18)957-8603 SHEET NO. JOB NO. RD-2177 .COLUMN ANALYSIS (LU75 COLUMN) X ••« A=.785 lx = 1.192 Sx=.795 rx=1.22 KSI FY=50 ly = .917 Sy=.585 r =1.08 _ 54 _ = 123.7 C KSI = 44'95 •"n ~'e Max=Sx.li=:23.8 Pn=FnxA = 35.P =-QKQ 1.92 = 18 3 DEFLECTION @ 1st LEVEL .5" PA = 3.1X.50 = 1.5 "' PA + M = 1 1.3 + 1.5 = 12.8 COMBINED' STRE:SS_RATIO . -Li ,_~12.8 _ Pa Mox 18.3 23.8 BASE PLATE ANCH. TENSION =-12.8 -(3.1x3") ANCHOR SHEAR =.42 6" = .21 = .58 USE (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE, 3" EMB. 3.1 12.8 0 0 ,00! 10 91 0 0 0 0 7 3/4" BASE PLATE BY G. OHANIAN DATE 11-4-96 SUBJECT RACK DESIGN & ENGINEERING CO 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA, 91208 TEL:(81B)957-2980 FAX:(818)957-8603 SHEET NO. 5 JOB NO. RD-2177 MOMENT AT BEAM CONNECTION M =-11'5+5-7 = 8.5+1.5=10.0 i 2 USE 2 PIN CONNECTOR ALL LEVELS TYP. BEARING CAPACITY OF COL. HOLE .43x.09x1.0x65 = 2.5 ia = SoX26X1.33 =1.3X.07X5.252/6X26X1.33=14.5 K weld weld 8.5 5.7 8.5 11.3 7/1 6"0 RIVET A = .095 Fy = 79 Va= .095x79x.4 = 3.0 K 7/16"* RIVET _/ A5TM A354-79 Ma = 2.5x4"x1.33 = 13.3 BY G. OHANIAN DATE 11-4-96 SUBJECT RACK DESIGN & ENGINEERING CO 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91200 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO. 6 JOB NO. RD-2177 TRANSVERSE SEISMIC MOT= 1.14x108"x.6X1. 15=85. "= 130.2 NO UPLIFT (2) 1/2*0 ANCHOR BOLTs PER BASE PLATE OK. LOAD TO DIAGONAL = 1.14x18.= 1.57 42 FY=5Q A = .31 ' rx=.4B Q = ,74 L= 58" KSI Fa ~ 12.04 KS! BOTH SIDES TYP _CHECK WELDS 1/8" WELD 1" LONG EACH SIDE (2" TOTAL) 2"x.125x.707x70x.3 = 3.6K SEC. B-B BY .G. OHANIAN DATE 11-4-96 SUBJECT RACK DESIGN & ENGINEERING CO 3786 LA CRESCENTA AVE.. SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO. 7 JOB NO. RD-2177 102*60' „ 60"60" 60" TYPICAL FRONT VIEW SIDE VIEW C4x5.4 BEAM X~- X CHECK FOR 1000 #/ BEAM lx —3.85 Ow ™"" I » J v Fy —50 II ' I 30 = .43 BY G. OHAN1AN DATE H-4-96 SUBJECT RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO. 8 JOB NO. RD-2177 SEISMIC DESIGN Rw Z=.4 1=1 C = 2.75 Rw=8 Rw=6 W=D.L+LL ZONE 4 LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) LOAD PER COLUMN = 2x1.0 = 2.0 W=.1 +2.0 =2.1 D.L LL V= .4x1x2.75x2.1 - 8 v= .4x1x2.75x2.1 - 6 V= 2x.38= .76K .29 ,38 BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION LQNG1T. SEISMIC .15 14'7.0 7.0 .90 .29 ,90 BY pG. OHANIAN DATE I' -4'-96 SUBJECT RACK DESIGN & ENGINEERING CO •'-.• 3786 LA CKESCENTA AVE., SUITE 204 GLENDALE. CA. 91208 TEL:(618)957-2980 FAX:(818)957-8603 SHEET NO. JOB"NO." RD-2177 COLUMN ANALYSIS (C3X4.1 COLUMN) A=1.0 lx=1.56 Sx=1.04 rx=1.25 FY=50 ly=.16 Sy =.18 ry=.41 KSI KJ- _93__443 rx " 1..25 "f4--.Fa=19.4 KSI = 19.4 DEFLECTION @ 2nd LEVEL 1.0' PA = 1.1X1.0 = 1.1 "K PA + M = 7.0 + 1.1 '= 8.1 COMBINED STRESS RATIO P . M . 1.1 .8.1 Pa+ Max" 19.4 +31.2 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = 2,1 .29 = .15 USE (2)-1/2"0 ANCHOR BOLTS PER BASE PLATE, 3" EMB., lo o o o o o 5 1/2" 7" 7"x5"x3/8" BASE PLATE BY , G. OHANIAN DATE 11-4-96 SUBJECT RACK DESIGN & ENGINEERING CO 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818}957-2980 FAX:(818)957-8603 SHEET NO.10 JOB NO. RD-2177 MOMENT AT BEAM CONNECTION M = - , = 4.0+1.0=5.0 1 2 USE 2 BOLT CONNECTOR ALL LEVELS TYP. 1/2"0 GR 5 BOLT Va = 4.0 K 2. EtOLT CQNNECTQB Ma = 4.0x4"x1.33 = 21.3 CONN. TH'K-V16" BY G. OHANIAN DATE 11-A-96 SUBJECT 'RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957~2980 FAX:(B18)957-8603 SHEET NO. 1 1 JOB NO. RD-2177 LOAD TO DIAGONAL P=,76x £5.= .82 60 KSIFY=50 A=.285 rx =.46 L= 65" Fn = 7.51 Pa = 2.14 KSI 3 SIDES TYP -r CHECK WELDS 1/8" WELD 3" LONG EACH END 3x.l25x.707x70x.3 = 5.5K