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Home My WebLink About1914 PALOMAR OAKS WAY; ; CB990145; Permit02 121157.58 City of Carlsbad 02/18/1999 Commercial/Industrial Permit Permit No: CB990145 Building Inspection Request Line (760) 438-3101 Job Address: 1914 PALOMAR OAKS WY CBAD Permit Type: TI Sub Type: INDUST Parcel No: 2120920500 Lot #: 0 Valuation: $231,519.00 Construction Type: VN Occupancy Group: 28 Reference #: Project Title: LEGO T.I. 7,464 SF OFFICE- 8,706 SF WAREHOUSE Applicant: . Owner: H MERRITT, CANDACE CA-CASSQ STE 175 01hIARRY 444 S. CEDROS SOLANA BEACH CA 92075 760-794-3222 Total Fees: $13,364.34 Building Permit Add'lBuilding Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee ,LFMFee Bridge Fee BTD#2Fee Renewal Fee Add'I Renewal Fee , Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee 4 Status: ISSUED Applied: 01/13/1999 Entered By: DT Plan Approved: 02/18/1999 Issued: 02/18/1999 Inspect Area: 6586 02/18/99 0001 CI IATES L L C C-PRMT 'OO WARD CREEK RD #400 31N Due: $12,157.58 f \ $1 083.08 "... RecL-Water Con. Fee $0.00 $000 Vr~Size $704. djI RecF',V~Vater on Fee $0.00 sad ee ) \ '\$00 I $3,785.00 \$4867 CFDFund)' / $0.00 \$0100 License Tax / / $0.00 t2 $dö'o I $0.00 1952 0.00,.,, iffic.Impactf-FeAee' $2,464:OO o760 Traffic-impact (CFD Fund) $0.00 $?097[ fI33TO'TAL/' $111.00 $0.00 (f LECTRICALJOTAL . $110.00 000 . ME CL T CHANIAOTAL $127.00 $0.00Mtrainage Fee: • $0.00 Sewer Fee: $4,931.64 $0.00 TOTAL PERMIT FEES $13,364.34 FINAL APPROVAL -: Inspector: 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 capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 - V1 .- . •.•. ., FOR OFFIcE USE ONLY PERM ITAPPLICATION PLAN CHECK NO Cof4c f" ' EST VAL. CITY OF CARLSBAD'BUlLDlNGDEPARFMENP Plan Ck Deposits s 2075 L1as Palmas Dr, Carlsbad CA 92009 -438-1161- '760) . -- .. -.- . •• VaIidaed ( ' Y215 01 777 1: ' Da te PROJETINFORMATION FRMT 120676 Address (include Bldg/Suite #) Business Name (at this address) Legal Description -. — Lot' No. SubdivisionName/Number, '-'- Unit No. Phase No. .'' Total # of units MACT -. 4 Assessor's P cel # Existinojise Proposed Use pr3' Description-of Work . ,, ... /iL/,,Lfh/LLA .SQ.-I.f7 / 'fij,. ,#f.Wrje , ,., ' '.# of B droor,s . - # of Bathrooms' .,. ti,k.4,o m—a'- CONTACT PERSON ere!!tfpphcuI1t) I \% 2J ccT Mca rl444 4 17 c4. (Vfr4 TL77 X3 03 Name — ._,. ._. Address . . - .Cty State/Zip - Telephone #. lOq9 toD At Ctror forn r MR 794 Name. ... - - . - ' Addi . City .- St-die Zip - Telephone # Name , Addres . , City Sratr Zp Telephone # 'L5cNOPMPANY,NAME - - (Sec 7031.5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its Issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law (Chapter 9, comm ending with Section 7000 of Division 3, of the, Business. and Professions Code) or thatheis exempt therefrom, and the basis for the alleged 'exemption. Any olati n of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). v-k5r -' .41 2tv Name -- i,,., . i-. - Address' * - '- City .--..' State/Zip, Telephone'# 'State Lidense # License Class '" -'-'-'City-Busine'ss.Licesé # O I 2OO41 41 4 5'SIÔ 7co2P --44#-.. cPpoS . S -Vc- C 3o7g Designer Name Address, ,. City , . State/Zip - Telephone, State License OKERSçENSATION --r Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations-' 0 I hay and will maintain a certificate of to self insure for workers; compeistion as provided by Section 3700 of the Labor Code,,for the performance of th ork for which this permit is issued: - I have.and will maintain -workers' compensation, as .required 'y Secti6r3700 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: -' - -., ..- - ' •/ ./ 'lnurebompany oJ1 TiAL 't9HC.44L> Pilicy'No.Wt) 9S(.cS34'9o2 Expiration Date t71/0If-"O (THIS SECTION NEED NOT BE COMPLETED-IF THE PERMIT IS FOR ONE HUNDRED-DOLLARS ($1001 OR LESS) -. - - '-- - - . - - 0 CERTIFICATE OF EXEMPTION: I certify that• the performa of the work for which this permit is issued, I shall not employ any person in any manner so as Sto become subject ,.1be_Lk rs' Compensation aws of ornia. - - - - ,WARNING: allure to ecure w ers' compe so coverage is unlawful, and shall subject an employer to criminaipenaies and -civil fines up.to one hundred -, thousand dollars ($10 . in additi to t compAnntinn, 'I'.nngAc c nrnvided for in Section 3706 of the Lbor 4de,' terest and attorney's fees. DATE• - I tOt L- O,WBUIbk' -. I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I 'is' ownerof the property or my employees with wages as their sole compensation will do the work and th 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 1such 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).' -............ 0 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'LicenseLaw"dees not appl to arc owner 'of property wh buildi or iniprOves thereon, and contracts'for such projects with cOntractor(s) licensed pursuant to the Contractor's License Law). - - - - - - - 0 I am exempt under Section Business and Professions Code for this 'reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2 I (ha'e I hayS not) signedan application for a building permit fOr the proosed c'ork - - 3. ,,l have contracted 'with the following person (firm) to provide the,propàsed, construction (include name I address / phone numb"' I dontractors license -number): - 4. I plañto provide portions of the work, but I have liiredthe followiiig person to coordinate,* suer*ise and provide the major'work (include name-/ address I P'honeil ,number/ contractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (inc)ude,narne I address / phone number I type of work): ....-------------------------------------------------- - - - - - - PROPERTY OWNER SIGNATURE DATE - --- - "is the applicant or future building'- occupant 'r'qred to submit a business plan, acutel hazardous materials registratiorc for or risk'management1a'd preventi6n :!program under, Sections 25505, -25533-or 25534 of the-Presley-Tanner HazardoUs Substance Account Act? 0 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? 0 YES 0 NO Is the facility to be constructed within 1-,000 feet of thèouter boundary of a school site? , 0 YES 0- NO 'IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETiNGTHE - :REQUIREMENTsoF THE OFFICE OF EMERGENCY SERVICES AND THEAIR POLLUTION CONTROL DISTRICT. - - - I8IcONSTRUcTIONWDINGAGENCY l hereby affirm that thereis,a construction lending aqn y for thn performance of thework-for which this permit is issued (Sec. 3097(i) Civil Code). - ,ILENDERI4AME ' ' '- - LENDER'SADDRESS ___-_______________- _-__-________- * 1-APPLIcERTIEIcTION,r ' - ' E' 'I certify thatI-hevereadthe application'and state that,the above'information is correct and thit' the: information .on the *plans is-accurate. I agreO to comply with all L City ordinanceC andState laws reIatingto building construction. I hereby 'authorize,, representatives of the,Cit'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 AGAINS1'ALL LIABILITIES, JUDGMENTS; COSTS'AND EXPENSES WHICH MAY IN ANYWAY' ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. * ---------çC' ( - - - ------------------------ -- -- - - - - - - "OSHA: An OSHA-permit is require 'for excavations over 5 0* deep arid demolitionor Onstructio&Of structures over 3'st&iès in height. EXPIRATION:' Every permit is d - y.the.Building Official n ,r. - rovisions of't - -Code shaIl'xpire by Iimitatioh'and become niilland void if the buildingor, , work, authorized by suchporrnit s-n comm - ced within 65,'da . - the e 0 such permit or, if the building or work,authorized by such permit is suspended or abandoned at anytime after t e- - k 11 is-co - c or er}o o - 80 dys I e 'ion 106.4.4 Uniform Building Code). - - - -- - - APPLICANT'S SIGNATURE 1 DATE WHITE,File YELLOW Ap licant PINK Finance - .. City of Carlsbad Inspection Request For: 4/14/99 Permit# CB990145 Inspector Assignment: TP Title: LEGO T.I. Description: 7,464 SF OFFICE- 8,706 SF WAREHOUSE Type: TI Sub Type: INDUST 'Phone: 7608430649 Job Address: 1914 PALOMAR OAKS WY Suite: 200 Lot 0 Location: Inspector: PPLICANT: MERRITT, CANDACE Owner: C A C ASSOCIATES L L C Remarks: Total Time: Requested By: NA Entered By: CHRISTINE CD Description Act Comments 19 Final Structural 410 29 Final Plumbing ______________ 39 Final Electrical 49 Final Mechanical Inspection History Date Description Act lnsp Comments 4/7/99 89 Final Combo CO TP 3/26/99 34 Rough Electric AP TP UNITS @ ROOF 3/26/99 44 Rough/Ducts/Dampers AP TP 3/26/99 89 Final Combo , NR TP 3/22/99 14 Frame/Steel/Bolting/Welding AP TP T-BAR GRID 3/22/99 34 Rough Electric AP TP CElL LITES 3/22/99 44 Rough/Ducts/Dampers AP TP DUCTS 3/19/99 14 Frame/Steel/Bolting/Welding CO TP T-BAR CElL INSP,. TILE SET W/O INSP 3/19/99 29 Final Plumbing WC TP 3/19/99 34 Rough Electric CO TP T-BAR CElL INSP., TILE SET W/O INSP 3/19/99 44 Rough/Ducts/Dampers CO TP 3/19/99 49 Final Mechanical WC TP 3/18/99 44 Rough/Ducts/Dampers CO TP FLEX DUCTS NOT PER MANF.SPECS 3/17/99 14 Frame/Steel/Bolting/Welding CO TP 3/17/99 34 Rough Electric CO TP 3/5/99 17 Interior Lath/Drywall AP TP 1 HR STR WELL ENCL 3/3/99 14 Frame/Steel/Bolting/Welding AP TP STAIRS @ 1 HR ENCL 3/2/99 14 Frame/Steel/Bolting/Welding AP TP ROOF REINF FOR ADDED UNITS Inspection List Permit#: CB990145 Type: TI INDUST LEGO T.I. 7,464 SF OFFICE- 8,706 SF WAREHOUSE Date Inspection Item Inspector Act Comments 4/14/99 19 Final Structural - RI 4/14/99 29 Final Plumbing - RI 4/14/99 39 Final Electrical - RI 4/14/99 49 Final Mechanical - RI 4/14/99 89 Final Combo TP AP 4/14/99 89 Final Combo - RI 4/13/99 19 Final Structural - RI 4/13/99 29 Final Plumbing - RI 4/13/99 39 Final Electrical - RI 4/13/99 49 Final Mechanical - RI 4/13/99 89 Final Combo - RI 4/13/99 89 Final Combo RB CO NO ACCESS-SEE CORRECTIONS 4/7/99 19 Final Structural - RI 4/7/99 29 Final Plumbing - RI 4/7/99 39 Final Electrical - RI 4/7/99 49 Final Mechanical - RI 4/7/99 89 Final Combo TP CO 4/7/99 89 Final Combo - RI 3/26/99 19 Final Structural - RI 3/26/99 29 Final Plumbing - RI 3/26/99 34 Rough Electric TP AP UNITS @ ROOF 3/26/99 39 Final Electrical - RI 3/26/99 44 Rough/Ducts/Dampers TP AP UNITS @ ROOF 3/26/99 49 Final Mechanical - RI 3/26/99 89 Final Combo - RI 3/26/99 89 Final Combo TO NR 3/22/99 14 Frame/Steel/Bolting/Weldin TP AP T-BAR GRID 3/22/99 34 Rough Electric TP AP CElL LITES 3/22/99 44 Rough/Ducts/Dampers - RI 3 DUCTS AND ROOF MECHANICAL 3/22/99 44 Rough/Ducts/Dampers. TP AP DUCTS 3/19/99 14 Frame/Steel/Bolting/Weldin TO CO T-BAR CElL INSP,. TILE SET W/O INSP 3/19/99 29 Final Plumbing .- RI 3/19/99 29 Final Plumbing TP WC 3/19/99 34 Rough Electric TP CO T-BAR CElL INSP., TILE SET W/O INSP 3/19/99 44 Rough/Ducts/Dampers TP CO T-BAR CElL INSP., TILE SET W/O INSP 3/19/99 49 Final Mechanical TP - WC 3/19/99 49 Final Mechanical - RI 3/18/99 44 Rough/Ducts/Danpers TP CO FLEX DUCTS NOT PER MANF.SPECS 3/18/99 44 Rough/Ducts/Dampers - RI 3/17/99 14 Frame/Steel/Bolting/Weldin TP CO 3/17/99 14 Frame/Steel/Bolting/Weldin - RI 3/17/99 34 Rough Electric TP CO 3/17/99 34 Rough Electric - RI @ CEILING 315/99 17 Interior Lath/Drywall TP AP 1 HR STR WELL ENCL Thursday, April 15, 1999 Page 1 of 2 3/4/99 17 Interior Lath/Drywall - RI AT STAIRS 3/3/99 14 Frame/Steel/Bolting/Weldin TP AP STAIRS @ 1 HR ENCL 3/3/99 14 Frame/Steel/Bolting/Weldin - RI FRAME AT STAIRS 3/2/99 14 Frame/Steel/Bolting/Weldin TP AP ROOF REINF FOR ADDED UNITS 3/2/99 14 Frame/Steel/Bolting/Weldin TP CO STAIRS 3/2/99 14 Frame/Steel/Bolting/Weldin - RI FOR STAIRS AND MECH HEAD OUT @ R 3/2/99 44 Rough/Ducts/Dampers TP WC 3/2/99 44 Rough/Ducts/Dampers - RI 3/1/99 17 Interior Lath/Drywall TP AP 2ND FLR 3/1/99 18 Exterior Lath/Drywall TP WC 3/1/99 18 Exterior Lath/Drywall - RI 2/26/99 17 Interior Lath/Drywall TP AP 1ST FLR N/INCL STR WELL WHSE 2/26/99 17 Interior Lath/Drywall - RI AT FIRST FLOOR 2/25/99 14 Frame/Steel/Bolting/Weldin TP AP 2ND FLR WALLS 2/25/99 16 Insulation TP AP 2/25/99 16 Insulation - RI THERMAL INSPECTION AT 2ND FLOOR 2/25/99 34 Rough Electric TP AP 2ND FLR WALLS 2/24/99 14 Frame/Steel/Bolting/Weldin - RI 2/24/99 14 Frame/Steel/Bolting/Weldin TP AP 1ST FLR ONLY 2/24/99 16 Insulation TP AP 1ST FLR ONLY 2/24/99 16 Insulation - RI 2/24/99 34 Rough Electric TP AP 1ST FLR ONLY 2/23/99 14 Frame/Steel/BoltinglWeldin TP PA SEE CARD 2/23/99 14 Frame/Steel/Bolting/Weldin - RI AT WALLS 2/23/99 24 Rough/Topout TP WC 2/23/99 24 Rough/Topout - RI AT WALLS 2/23/99 34 Rough Electric TP PA SEE CARD 2/23/99 34 Rough Electric - RI AT WALLS 2/23/99 44 Rough/Ducts/Dampers TP WC 2/23/99 44 Rough/Ducts/Dampers - RI AT WALLS 2/23/99 84 Rough Combo - RI AT WALLS 2/19/99 21 Underground/Under Floor TP AP 2/19/99 21 Underground/Under Floor - RI Thursday, April 15, 1999 Page 2of2 03/24/99 1316 1 619 79 2875 WESTERLY MECHPNI 01 WESTERLY MEMO mEcHAnIcRL March 24, 1999 To: OCEAN WFS I BUILDI RS Attn: Lynn Brown I Re: LEGO-LAND Westerly Mechanical is the design/build HVAC contractor thr the Lego-Land project. V We engineered the system to utilize flexible ductwork for supply and return air distribution. This ductwork was sized to accornziiodate any additional static pressure V V associated with drops/rises and bends in the duct system. The system will be balanced V to deliver the required air volume to inaintaiii tenant comfort level. V I Give me call if you have any additional question. Regards, . V V Brian Schroeder I V Mechanical Engineer 9159 Chesapeake Drive • San Diego, California 92123 • (619) 279-2794 • FAX (619) 279475 Lic. No. 479879 V It EsGil Corporation In Partnership with government for Building Safety DATE: February 11, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-145 PROJECT ADDRESS: 1914 Palomar Oaks Way PROJECT NAME: LegoLand TI SET: II. El 2J,JCANT FL REVIEWER 0 FILE LI 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. LI 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. Lii 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. LII Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #:, Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: On sheet TI-1, the one-)oL* corr idrncloosourres: 7 must be changed from 44" deep to 48" deep, per Title 24. 1.r'J1 IC.[01 OL By: Kurt Culver Esgil Corporation LI GA El, MB. LI EJ LI Pc 2/5/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 EsGil Corporation In Partnership with government for Building Safety DATE: January 22, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-145 PROJECT ADDRESS: 1914 Palomar Oaks Way PROJECT NAME: LegoLand TI U !AIT U PLAN REVIEWER U FILE SET:I EJ 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. LII 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. LII 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: Designcorp. 444 S. Cedros, #175 Solana Beach 92075 Esgil Corporation staff did not advise the applicant that the plan check has be.en completed. LII Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Kurt Culver Enclosures: Esgil Corporation OGA LIMB []EJ []Pc 1/14/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 Carlsbad 99-145 January 22, 1999 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS JURISDICTION: Carlsbad USE: Office +? ACTUAL AREA: 16170 STORIES: 2 HEIGHT: n/c OCCUPANT LOAD: ? DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/14/99 PLAN REVIEWER: Kurt Culver PLAN CHECK NO.: 99-145 OCCUPANCY: B/Si (and Fl?) TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: n/c SPRINKLERS?: Yes I REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 1/13/99 DATE INITIAL PLAN REVIEW COMPLETED: January 22, 1999 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 1994 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, 1994 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. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tifotw.dot Carlsbad 99-145 January 22, 1999 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (twosets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 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. Each sheet of the plans must be signed by the person responsible for their preparation. Business and Professions Code. 2. Provide the correct address and suite number of tenant space on the plans. Section 106.3.3. Provide a note on the site plan indicating the previous use of the tenant-space or building being remodeled. Section 106.3.3. Provide complete dimensioning on the floor plan (and specify all uses). Is the mezzanine existing? What live load was it designed for? Is this compatible with the intended uses? On the first sheet of the plans indicate: Proposed occupancy classifications of the remodel area. (The cover sheet shows "F" and "S" occupancies. Are these intended to be "F-I" and "S-I"? The floor plans should clearly identify the intended uses to help you choose the correct classification) The occupant load of the remodel area(s). 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: At the locations where detail 8/D-I applies (which has no kickers at the top to brace the wall), the top plate seems to be overspanned for the dimensions shown on sheet TI-I. Carlsbad 99-145 January 22, 1999 In areas where the occupant load exceeds 30, two exits are required. Table 10-A. The office portion requires two exits! Rooms with more than 10 occupants may have one exit through one adjoining room. Revise exits to comply. Section 1003.5. This applies to the upper level conference room. Exits shall not pass through kitchens, store rooms, or spaces used for similar purposes. Section 1003.5. This applies to the lower level. Note on the plans: "All exits are to be openable from inside-without the use of a key or special knowledge." In lieu of the above, in a Group B, F, M or S occupancies, you may note "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." This signage.is only allowed at the main exit. Section 1004.3. There is a "note" on sheet TI-1 that states the corridor occupant load is less than 100 (and thus doesn't have to be fire-rated), but the actual floor plan shows that the corridor will be "I-hour." Please clarify. The doors aren't rated: The wall legend refers to sheet D-1 for the rated corridor detailing: Which details there apply? If the corridor exception is to be used, show a one-hour fire wall between the office area and the non-office area (per ICBO interpretation). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 1005.5. The kitchen area must be separated from the one-hour corridor. Section 1005.1. 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." Provide calculations to justify that the existing framing can support the weight from any new equipment. Please see the following sheets for PME corrections. Carlsbad 99-145 January 22, 1999 CITY OF CARLSBAD SUPPLEMENT 1. All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. 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 LJ No El 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 Kurt Culver at Esgil Corporation. Thank you. PLUMBING, MECHANICAL ,ELECTRICAL, AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 1. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. (If applicable) Clearly show types of hazardous material is being stored orused. 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). 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 (1994 UNIFORM PLUMBING CODE) 2. Provide calculations to show compliance with UBC, Appendix 29, (Minimum Plumbing Facilities) as per the City of Carlsbad. 3. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 Carlsbad 99-145 January 22, 1999 MECHANICAL (1994 UNIFORM MECHANICAL CODE) Detail the pan for the ceiling mounted fan coil units on the mechanical plans. More corrections may be necessary if the warehouse area is required .to be ventilated, ELECTRICAL PLAN REVIEW 1993 NEC Clearly show what equipment is existing and what is new on the single line diagram. If the transformer is new, detail what style of electrode it will use. If existing be sure to note so on the plans Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (619) 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 99-145 January 22, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-145 PREPARED BY: Kurt Culver DATE: January 22, 1999 BUILDING ADDRESS: 1914 Palomar Oaks Way BUILDING OCCUPANCY: B/Si TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA , (ft.2) VALUATION MULTIPLIER VALUE TI 16170 420,420 Air Conditioning Fire Sprinklers TOTAL VALUE , 420,420 199 UBC Building Permit-Fee Z Bldg. Permit Fee by ordinance: $ 1744.58 El 199 UBC Plan Check Fee Z Plan Check Fee by ordinance.: $ 1133.97 Type of Review: Z Complete Review El Structural Only El Hourly El Repetitive Fee Applicable El Other: Esgil Plan Review Fee: $ 907.18 Comments: Sheet I of I macvalue.doc 5196 DATE I ( ENGI PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 9' ADDRESS / / /-! DATE RESIDENTIAL TENANT IMPROVEME$T - RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE DocslMlsformsFPlanning Engineering AprovaIs q ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET o _Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: //iV o --v' Jss Bldg. Permit No. ô 1<-f 5 Prepared by: Date: ______ Checked by: Date: EDU CALCULATIONS: List types and square footages for all u S. Types of Use: Sq. Ft./Units: EDU's: Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all jjses. E- Types of Use: Sq. Ft./Units: ADT's: I/ c2. Types of Use: Sq. Ft./Units: ADT's: .11 FEES REQUIRED: WITHIN CFD: 3 rES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO PARK-IN-LIEU FEE PARK AREA & #: • FEE/UNIT: • X NO. UNITS:_______ • = $____________ • 131TRAFFIC IMPACT FEE f . ADT' s/UNITS: X FEE/ADT: __ =$ 2 k3. BRIDGE AND THOROUGHFARE FEE (DIST.#1 T_: DIST.42, DIST. #3 ADT's/UNITS: X. FEE/ADT:_________ FACILITIES MANAGEMENT FEE ZONE: - UNIT/SQ.FT.: X FEE/SQ:FT./UNIT:________ • 'SEWER FEE PERMIT No. EDU's: X FEE/EDU:__ = $ 1j'3 I.C' J II EFIT AREA: DRAINAGE BASIN:_______ EDU's: X FEE/EDU:________ SEWER LATERAL ($2,500) • = $_____________ DRAINAGE FEES PLDA : HIGH fLOW______ ACRES: X FEE/AC: = $____________ TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet is 'NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:D005MISFORMS!FEE CALCULATION WORKSHEET REV 7/13/98 CaTtsbad Fire Department 990024 2560 Orion Way Fire Prevention Carlsbad, CA 92008 (760) 931-2121 Plan Review Requirements Category: Building Plan Date of Report: 01/19/1999 Reviewed by: ( Name: CAN DACE MERRITT Address: #175 444 S CEDROS City, State: SOLANA BEACH CA Plan Checker: Job #:C9910 Job Name: LEGOLAND OFFICE CB990145 Job Address: 1914 PALOMAR OAKS WY Ste. or Bldg. No. E Approved The item you have submitted for review has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. - Review 1st 2nd 3rd Other Agency ID FD Job # 990024 FD File # ITrements Catego,y. Building Pläñ Requirement: Pending 05.14 Provide Technical Report To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the Chief is authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and the facilities and appurtances situated thereon, to recommend necessary changes. Page 1 01/19/99 STRUCTURAL CALCULATIONS 9-qc LECiOtivJ I 99 MrsjT1w OF . ..... . ......... . CAL~v .. PRIME STRUCTURAL ENGINEERS 16980 Via Tazon, Suite 260 . V San Diego, California 92127 . . Tel (619) 487-0311 . . I L MIME ENGINEER., i -- -- ___ - - ----- - - - II11L IL% 1I4 Jiitc x 16 900 /- iIiI1 - _JS_cjoorp O ____ rol ........................ 1 IL - - - - -- -- vi2 #IMJ 94? pr# LL3o ,rs - ii _iiiii : . ........ ............... L/1OO TO.P t— cS7 i S I s3B NUME STAIR BEAM B-I . /199 ENGINEERS --------------- s1pI2vIs0b4148TBEAM ANALYSIS PROGRAMslp9vIs0b4148T (6.60)50p10.0012000T SPAN LENGTH = 9.00 ft (Simple Span) UNIFORM LOADS (k/ft & It) wd W1 XI - 12 0.127 0.900 0.00 9.00 REACTIONS (k) LOAD LEFT RIGHT Dead 0.572 0.572 Live 4.050 4.050 Total 4.621 4.621 MAXIMUM FORCES V max = 4.62 k 8 0.00 ft N sax = WO kt 8 4.50 ft DEFLECTIONS (El = kinA2) LOAD Defi (in) I (ft) Total 151608/El 4.50 Live 132860/El 4.50 Dead 18748/El midepan Pos. Moment Lu = 1.00 ft Brace Spacing = 1.00 ft Gov. Deflection Live = L/360 Required El = 442867 kinA2 s38 6 x 14 IlsOB Actual 5.56 x 13.5' Design per 1991 NDS Douglas Fir-Larch STRESSES (cmi) Shear V = 3.47 k 8 7.88 ft Fv = 85 fv.= 70 82 X Fb' = 1331 lb = 747 56 X Live LDF = 1.00, Cf = 0.99 DEFLECTIONS (in) (E = 1600 ksi) Total = 0.08 = L /1285 19 Live = 0.07 = L /1467 25 Dead = 0.01 PRIME / '\ SIRUCIURAL CA: .jJ ENGINEERS SHT:..j 538 STAIR BEAM 8-2 s0B0I/27/99 -------------- 98-450 s1p12vIs0b4148TBEAM ANALYSIS PROGRAMs1p9v1s0b4148T (6.60)s0p10.00h12v0s0b3T SPAN LENGTH = 9.00 ft. (Simple Span) UNIFORM LOADS (k/ft & it) XI - X2 0.063 0.250 0.00 9.00 REACTIONS (k) LOAD LEFT RIGHT Dead 0.291 0.281 Live 1.125 1.125 Total 1.406 1.406 MAXIMUM FORCES V sax 1.41 k @ 0.00 ft -: N sax 3.16 kIt 8 4.50 ft DEFLECTIONS (El kinA2) LOAD Defl (in) I (It) Total 46132/El 4.50 Live 36306/El 4,50 Dead 9226/El midpan Pos. Moment Lu 1.00 ft Brace Spacing 1.00 ft Gov. Deflection Live L/360 Required El 123019 kiriA2 s38 . 4x10 *2s08 Actual 3•5R x 9.25 Design per 1991 NDS Douglas Fir-Larch STRESSES (psi) Shear 8 V = 1.17 k 8 8,23ft Fv = 95 fv = 54 57 Fb' = 1048 lb = 761 73 X Live LDF 1.00, Cf = 1.20, Cl 1.00 DEFLECTIONS (in) (E 1600 ksi) Total = 0.12 = L / 865 28 X Live = 0.10 = L /1081 33 Dead = 0.02 1 5J STAIR STRINGERS 8 12 0.0. -------------------------- s1p12v1s0b4148TBEAM ANALYSIS FROGRAMs1p9v1s04148T :STR"L AL IE: C S 58-450 (6.60)s0p10.00h12v0s0b31 SPAN LENGTH = 12.50 ft (Simple Span) UNIFORM LOADS ft/ft & ft) d vi Xl'- X2 0.010 0.100 0.00 12.50 REACTIONS (k) LOAD LEFT R1I1 Dead 0.063 0.063 Live 0.625 0.625 Total 0.688 0.688 MAXIMUM FORCES V Max = 0.688 k 8 0.00 ft N ma 2.148 kft 8 6.25 ft DEFLECTIONS (El =kinA2) LOAD Dell (in) X (ft) Total £0425/El 6.25 Live 54932/El 6.25 Dead 5493/El midspan Pos. Moment Lu = 1.00 fl- Brace Spacing = 1.00 ft Soy. Deflection : Live = L/360 Required El 131836 kinA2 s3B 2 x 10 *10B A 4 . • I f ,1C4UOJ • .j X i.I Design per 1991 NDS Douglas Fir-Larch STRESSES (osi) Shear 8 V = 0.60 k 8 0.77 ft Fv.= 95 fy: 65 69X ib' = 1252 lb = 1205 96 X Live LOF : 1.00, Cf = 1.10, Cl 0.99 Repetitive Use Member DEFLECTIONS (in) (E 1700 ksi) Total = 0.36 : L / 418 57 X Live = 0.33 = L I 459 78 X Dead = 0.03 4. PRIME JC!: IA STRUCTURAL c. 5 ENGINEERS SHf: Vq s3B LANDING JOISTS @ 24' O.C. s0B0I/27/99 98-450 s1p12v1s0b4148TBEA11 ANALYSIS PROGRANsip9v1s0b4148T (6.60)sOplO.001200b3T SPAN LENGTH = 5.00 It (Simple Span) UNIFORM LOADS (k/ft & ft) wd vi Xl - 12 0.050 0.200 0.00 5.00 REACTIONS (k) LOAD LEFT RIGHT Dead 0.125 0.125 Live 0.500 0.500 Total 0.625 0.625 MAXIMUM FORCES V max = 0.625 k @ 0.00 ft N max = 0.781 Ut @ 2.50 It DEFLECTIONS (El = ki nA2) LOAD Defi (in) X (ft) Total 3516/El 2.50 Live 2812/El 2.50 Dead 703/El midepan Pos. Moment Lu = 1.00 It Brace Spacing = 1.00 ft Actual 2 x B 2s0B . ..........Design per. 1991 NDS ........ Douglas Fir-Larch STRESSES (psi) Shear @ 'd' V = 0.47 k @ 0.63 ft Fv = 95 fy = 44 46 X Fb' = 1202 fb = 439 37 X Live LDF = 1,00, Cf = 1.20, Cl 0.99 Repetitive Use Member DEFLECTIONS (in) (E = 1600 ksi) Total = 0.03 = L /2330 Live 0.02 = L /2913 Dead = 0.01 . '_E•,..-.,,, ....- -...-....-- .- . '. . - .. . J.. I...-- i•- I - I I 71 01 --0--- .. ,,' . - II 1ItILILTT ItII j ;; QTIII 413 - -- - - - - -11 - - - - • - F- - -----S.-. . S - • ET . .-- .•_•1 S - •5•••,' -ç7 H2 7?"Ydt75 - __ °' Lf4 i2.15 c /11_ PRIME STRUCTURAL L.°..: L1 ENGINEERS sm 98-450 FULL HEIGHT STUDWALL @16" O.C. Overall Length of Beam: 25 ft. Axial Load: .45 KIPS Deflection Limit: 240.0 10 Magnitude Location Mx (Max)6.253 K-in 12.50 ft Vx (Max) 0.083 KIPS 0.00 ft I Required 1.5898 in"4 12.50 ft Span 7Length Moment (K-in)Lötion (if)__Dell._ Fact. (in) 1 j 2500 (It)_Load_(PLF)T 6.1 6Z53 ¶2:50 -1 .9B72 _Location 12.ou Support 2 25.00 0.000 83.375 1 t -_ ......................-, ... ... = . • Jo3:SIR A PRIME UC1URAL WI ENGINEERS SHT 98-450 FULL HEIGHT STUDWALL @16" O.C. Member: C6-158-20 Manufacturer: Generic Yield = 33.0 KSI Configuration: Single Dimensions Gross, Properties Loads and Bracing Depth = 6.0tJ00 in Area = 0.35 inZ Axial: Flange = 1.6250 in Ix = 1.81 1n4 P = 0.45 KIPS Lip = 0.5000 in ly = 0.12 in4 KxLx = 300.00 in Bend = 0.0519 in Rx = 2.29 in KyLy = 12.00 in t = 0.0346 in Ry = 0.58 in KtLt = 12.00 in Punch = 1.5000 in Cw = 0.85 in6 Bending: Wlip = 0.4135 in Jx10E3 = 0.14 in4 Mx = 6.25 K-in Wflg = 1.4520 in Xo -1.09 in KLx = 300.00 in Wweb = 5.8270 in Ro = 2.60 in KLy = 12.00 in Beta = 0.82 KLt = 12.00 in AXIAL ANALYSIS Eq. C4.1-1 Fex = Pi'2EI(KLx/Rx)"2 = 16.90 KSI Eq. C4.1-1 Fey = PiA2EI(KLy/Ry)A2 = 686.68 KSI. Eq. C3.1.2-9 Sigt = (GJ + PiA2ECw/KLt2)IARoA2 = 740.88 KS! Eq. C4.2.1 Fet = (Sigt + Fex - ((Sigt + Fex)A2 - 4Beta*Sigt*Fex)A.5I2Beta = 16.83 KSI Fe = 16.83 KSI Fe > Fy12. Therefore En = Fy(1 - FyI4Ee), Fn = 16.83 KSI Find Ae at stress En: eFlange =. 1.452 in; eLip = 0.414 in; eWeb = 1.640 in; Ae = 0.201 in Eq. C4-2 Pn = AeFn = 3.38 KIPS Eq. C4-1 Pa = Pnh1.92 = 1.76 KIPS With 1/3 stress increase Pa = 2.35 KIPS BENDING ANALYSIS . Eq. C3.1.2-9 Sigt = (GJ + PiA2ECw/LtA2)/ARo2 = 740.88 KSI Eq. C3.1.2-8 Sigy = PiA2E/(Ly/Ry)2 = 686.68 KSI Eq. C3.1.2-5 Me = RoA(Sigt*Sigy)A.5 = 640.58 K-in Eq. C.1.2-3 My. = Sf*Ey = 19.87 K-in .............................................••. Me > 0.5My Therefore, Mc = My(1 - My/4Me) = 19.716 K-in Find effective section at stress f, f = Mc/Sf = 32.74 KSI eFlange = 1.333 in; eLip = 0.414 in; eWeb 4.327 in; Sc = 0.578 intt3 Eq. C3.1.2-1 Mn = ScMc/Sf = 18.93 K-in Eq. C3.1-1 Ma = Mn/1.67 = 11.34 K-in With 1/3 stress increase Ma = 15.12 K-in COMBINED AXIAL AND BENDING Eq. C5-5 Pcr = Pi"2EIx/Lx"2 = 5.84 KIPS With 1/3 stress increase = 7.79 KIPS Eq. C5-4 Omegax = 1 - 1.92P/Pcr = 0.852 With 1/3 stress increase = 0.889 Interaction Equations: . Eq. CS-i P/Pa + Mx/MaOmegax = 0.903 With 1/3 stress increase = 0.657 Eq. C5-2 P/Pao + Mx/Ma = 0.682 With 1/3 stress increase = 0.511 SHEAR ANALYSIS . . h / t > 1.38*(5 34*E/Fy).5. Therefore .53*E*5.34*3/h V Va = 0.59 KIPS . With 1/3 stress increase = 0.79 KIPS 98-450 FULL HEIGHT STUDWALL @16" O.C. PRIME X8: RS Web Crippling Analysis '4 Member: C6-158-20. Manufacturer: Generic Yield = 33.0 KSI Conficiuratirry Sinni Location bearing Reaction Equation —Pã Mx Combined Stiffener Support (ft) Width (in) (Ibs) Number (Ibs) (K-in) Bend-WC Required? 83.4 U3.4- 1 176.2-0.00 0.57 No 2 25.00 1.0 83.4 C3.4 - 1 176.2 0.00 0.57 No Location bearing Load Equation Pa Mx Combined Stitfener Pt Load (ft) Width (in), Number (Ibs) -(K-in)- ... B6nd-WC Required? Web Crippling Equations C3 4 -1: Pa = t2kC3C4 (179- 0.33h/t) [1 + 0.01(NIt)] Where: Pa = Allowable concentrated load or reaction per web, lbs C3 = (1..33 - 0.33k) 1.000 C4 = 0.50 <(1.15- 0.15R/t) <= 1 0.925 F = Design yield stress of the web 33 KSI h = Depth of flat portion of web 5.827 inches kFy/33 1.000 m=tlo.075 0.461 t = Web thickness 0.0346 inches R = Inside bend radius . 0.0519 inches N = Bearing width, inches . Ma = Allowable bending moment 11.4157 K-in Combined bending and web crippling: 1.2 IP I Pal + IM I Mal <= 1.5 (Eq. C3.5 -1) Hazardous Materials SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Management Division Sustne,i Name Contact Person lelipPion. 7(,o Ms.ing A4.ir.sa ç 1-€4) t?P. City State C' ltsn Polar i..j I. Zip '-a)e) 91 ' Sae AdOrsI City State Zip Pun Fii.i I 4 9t-1 JA'/ GLA4? PART _I:_FIRE_ DEPARTMENT . HAZA0U$ MAjAL5MAAG EMNtD!tSlON OCCANCY CLASSIFICATION Ir'ucato by circling the 'tam. whether your business will use. proc.u, or sic,e any of the following h.tardoui materials. If any of the items are circled. soOlicant mu,! contact the Fire Protection Agency with juriodiciden prior to plan subnoi. Exlosiv. or 81s.tlrug Agents 4. florrtmiaWe Solid* 7. PyvopPuoctc. 10. Cryogenics 13. Corrosives Compressed Gss.i 5. Org.irc Peroxides 8. Uristebl. negatives 11. Highly Toxic or Toxic Materials 14. Other Health llazs,d. Flammable or Combustible Liquids S. Odlz.,. 5. Wets, negatives 12. Rodlesoldves PART II: COUnTY 0FIAN DIEGO HEALtH DEPARTMENT - .4A2AO0US MATERIALS MANAC MP.t! tlVlSlrfli- - CONTINGENCY PLAN EVIEW: it tn.Pu answer to any of . question, is yes, applicant must contact the County of San Diego I4az.,deu. Materials Management 0, 1255 Imperial Avenue, 3rd Floor. San Diego, CA 92186-5281. Telephone $19) 331-2222 prior to the issuance of a building permit- FEES MAY BE REQUIRED Yas *Will Is your bu51na listed on the rs,rss sid• of tHu form? #Wlll your bwstn•.0 dupes, of H.z'doui Substances or Medical Wasl@ in any amount? your business Ito,e or handle H.z.rdo, Substances in quanUti., equal to or greater then 55 gallons. 7 500 pounds. 200 cubic fast or cercinogsnp/rsproduebve toxins in any Quantity? 4. Will your business use an existing or in.t& an underground stereo. tank? S. Will your biasinsu store or handls Acut&y Hazardous Materials? OFFICE USE ONLY RMPP Exempt Oat. Inibois RiuP A.q,ire Oat.. IruIbs4 0 MPP Compuatac Data Initials PART HI: SAN DIEGO COUNTY Ain POU.UTIOP4 CONTROL DISTRICT U trio answer to any of the Questions is yes. applicant must contact the Air Pollution Control District. 9150 Chesapeake Drive, San Diego. CA 92123. &ephone I8 1S) 594-3307 prior to the Issuance of a building permit. YES NO/ Will the intended occupant inatoit or use any of the .iprnsRt IIutsd on the Listing of Air Pollution Control District Permit Categories. on the revers, side of trio form? ANSWER ONLY IF QUESTION i is YES.) WUI the subject facility be located widin 1.000 feet of the outer boundary of a school (K through 12) as listed In the current Directory of School stud Corvvnurlty Coil.9, Districts. published by the San Diego County Ohio. of Education and Iris current California PrIvts School Directory. oorril.d In accerdance with pro'wleaons of Education Cod. Section 33181 Btif1y describe nature of the lntsnd.dbus8n.sa activity: f2_ A4--1-çia€T c5i-tf9 ,..J t Name. of Owner or AutheiI;ed Agent: .-1 U pj &2ç7 r1_. ' PJC?p Sgniture of Own. r utluon .d Agent: I d 'SS ru rid r p,rioiry rury uuet to ma bait of my knowledge and belief the aspen..s nede herein ate true and correct. Do not writ. below I S tue FIRE DEPARTMENT OCCUPANCY CLASSMICATIOIN., BY Data: EXEMPT FROM PERMIT REQUIREMENTS APMOVED FOR BUILDING PERMIT BUT NOT OCCUPANCY APPROVED FOR OCCUPANCY COU?it€L APCD COUNTY-HMMD APCD 7 COUNTY-HMMD APCD 4e A) 0 C1-7I V ExivfrownciJ lk..Jth Sctvicca D IS: ltM.9[71 (6/92) Cxmry .A Saa Dicgo Dcp-rtn=t o( l(cith S.:rvicci