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HomeMy WebLinkAbout2141 PALOMAR AIRPORT RD; 200; CB930508; PermitB U I L D I N G P E R M'I T Permit No CB930508 06/29/93W 11:02 •. . Project No,: •A9300751 * Page-1 of 1 Development No: Job Address:. 2141, PALOMARAIRPORT RD Suite: ZOO 2928 06/-29'9 3, 0001 01 02 Permit Type: INDUSTRIAL TENANT IMPROVEMENT - Parcel No 213-070-16-00 Lot# CPRMT 769 00 Valuation: 149,624 Construction Type: VN Occupancy Group: B2 .- Reference#: -. Status: ISSUED Description: 7700 SF OFFICE FORTE . Applied: 05/26/93 - C •Apr/Issue: 06/29/93 - Entered 13y: DC Appl/Ownr •: PETERBUILT- CONSTRUCTION •619 .597-8800 - 8389 MIRMARMALL - SAN DIEGO, CA 92121 - Fe'es Required A ep'Col cted & Credits F 'e es: 1, 3 6. 0. AdjUstmen€s: '- 00 To .00 Total- Fees:,-, - 1 ,3i 3O0 fr2- Tol mt: 627.00 'L4r t-(' Balarice\pe: 769.00 - --------------- ----xtfee Data -------------- Building Permit, . - •. 0 815.00 Plan Check 0 530'.00 Strong Motion Fee i1 31.00 * BUILDING TOTAL-. ' Ii (fJ 1376. 00 Enter "1" for Eleát icIss e 'ee 1 . 1000 Y Enter '1" for Rmod 1 > . 10.00Y * ELECTRICAL TOTAL INCORPORATED 0 20.00 1952 ©c - .. . * - •% -', .- .. .. /LAPPROVA P( - DATE . . . CLEARANCE CITY . • CITY OF CARLSBAD - - - 2075 Las Palmas Dr., Carlsbad, CA 92009,(619) 438-1161 PERMIT APPUCATION '.. PLAN CHECK NO. C' City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 Fsr.vAL PLAN CK DEPOSF ( VALID. BY ( C) 1. DATE c/'i A -,,Commercial U New Building )<renant Improvement B - 0 Industrial 0 New Building 0 Tenant Improvement , C - 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling 0 Addition/Alteration Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 2496 05/26/93 0001 01 02 DMechanial OPool C Spa DRetaining Wall DSolar DOther_________ C-PRMT 627.00 2. PROJECT' INFORMATION :. FOR OFFICE USE ONLY Address 2141 A&yA11uilding or Suite No Nearest Cross Street LEGAL DESCRIPTION Wt No. Subdivision Name/Number f'Unit No. Phase No. 1:3 c&s £d 7I 473- 4'i 4 m &05 4 CHECK BELOW IF SUBMI TI EL): .1 02 Energy Calcs 02 Structural Calcs 02 Soils Report 01 Addressed Envelope - DESCRIPTION OF WORK ' SQ. FT. 1 100 # OF STORIES 17J.... o'i. ~J F/oar- WN SAC! PERSON (it thiterent from applicant) NAME ADDRESS * CITY STATE ZIP CODE DAY TELEPHONE APPLICANT LI WNTRACFOR AGENI' FOR CONTRACJIUR Li OWNER NAME J) * vii . I l. ADDRESS 4024. Li AGENI FOR OWNER.- +41i- F. CITY ...5 , STATE (Wt ZIP CODE 92 10 DAY TELEPHONE ZtciO - s 4 PROPER1Y'WNER NAME s- g.j _1i-+&t 4d.I9 ADDRESS 1 4 t A41. ~J•) =#.•3O) Lca€ CITY 2d . STATE (2,4- ZIP CODE DAY TELEPHONE S 6. WNTRAC'1DR NAME ADDRESS 35 LLsL TB I vd. CITY L2 STATE C/f ZIP CODE 921 ~J DAY TELEPHONE 5''7- 86 oc' STATE LIC. # 47751Z LICENSE CLASS CITY BUSINESS LIC. # 7 S1 DESIGNER Corp. ADDRESS k I ' ITY STATE ZIP CODE c?2 121 DAY TELEPHONE 5 7- OC TATE LIC. # 4 Workers' Compensation Declaration: I hereby atli he Dirm that I have a certificate of consent to sell-insure issued by trector of Industrial Relations, ora 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 Certiticate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION . Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the [ollowing reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). . . I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 1 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? DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? - DYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO 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 POLUTFION CONTROL DISThICr. WNSThUCI1014 LENDING AGENCY - - I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT CERTWICA1ION 1 certify that I have read the application and state that the above 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 AGAINST ALL UABIIJTIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 0511k An OSHA permit is required for excavations over 5'O" deep and demolition or construction of structures over 3 kories in height. - Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitati6n 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: - • - lei WHITE: File YELLO'k: Applicant PINK: Finance 0 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB930508 FOR 08/19/93 INSPECTOR AREA PD DESCRIPTION: 7700 SF OFFICE FORTE PLANCK# CB930508 0CC GRP B2 TYPE: ITI CONSTR. TYPE VN JOB ADDRESS: 2141 PALOMAR AIRPORT RD STE: 200 LOT: APPLICANT: PETERBUILT CONSTRUCTION PHONE: 619 597-8800 CONTRACTOR: PHONE: OWNER: . PHONE: REMARKS: MH/PAUL/491-7292 PAGER. SPECIAL INSTRUCT: I ffl " 0~,?/Avlaffi I'MI ~f TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS AS930044 ASTI ISSUED FA930015 'FALARN ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 'EL Final Electrical 49 ME Final Mechanical 0 ***** INSPECTION HISTORY ***** DATE DESCRIPTION 0 ACT INSP COMMENTS 080593 Final Combo CO PD 080493 Final Combo CO PD 072393 Frame/Steel/Bolting/Welding PA PY T-BAR OK 072193 Frame/Steel/Bolting/Welding CO PD CEILING BRACING REQ 072193 Rough Electric CO PD 072193 Rough/Ducts/Dampers CO PD 071393 Interior Lath/Drywall AP PD . 071393 Rough/Topout . AP PD . 070793 Frame/Steel/Bolting/Welding PA PD '. SEE INSP NOTES 070793 Rough/Topout PA' PD 070793 Rough Electric . , PA PD 070193 Frame/Steel/Bolting/Welding CO PD, I tEREID AUG 1 b ,as FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING PLANNING U/M PLAN CHECK#: CB930508 PERNIT#: CB930508 PROJECT NAME: 7700 SF OFFICE FORTE WATER DATE: 08/06/93 PERMIT TYPE: ITI ADDRESS: 72-14-1- PALOMAR. AIRPORT RDSUITE#200J• CONTACT PERSON/PHONE#: PAUL/491-7292 PAGER SEWER DIST: CA WATER DIST: 'CA INSPECTED DATE ' BY: (. ILc.L INSPECTED: I/9_APPROVED X DISAPPROVED - INSPECTED DATE BY: ' ' INSPECTED: ' APPROVED - DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: ' ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14,68 DATE: Cc / '2 53 DAPPLI •ANT / JURIS ICT N JURISDICTION: 0-arl's bar( DFILE COPY PLAN CHECK NO: SET: [J-UPS flDESIGNER PROJECT ADDRESS: \4 c)c(oOr PROJECT NAME: FCr* T L The plans 01 necessary transmitted herewith have been corrected where and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fl The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff didnot advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan chec)c has been completed. Person contacted: / Date contacted: Cofr22/9? Telephone # Wi_pc&-çv' REMARKS: _ 0.10volrmeA 4~e_ k +ô too uk _*ck _/dra5k_c+r&_ôoc _cm 3 I ?E By.kJ.,U2)( ( LCEnclosures: ESGIL CORPORATION jIc.- DGA DCM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITS 208 'SAN DIEGO, CA 92123 (6 19) 560-1468 DATE: 93 A IC TI ON JURISDICTION: EPLANKE t FILE COPY PLAN CHECK NO: 9 SET: Ds - PROJECT ADDRESS: Q4(ra ER PROJECT NAME: T. I.. The, plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. in The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ' r-_1 Esgil staffstaff didnot advise the applicant contact person that plan check has been completed. D Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone El REMARKS: By: ci o sure s: IL CORP TION DGA 11cM C -t-y OF CRL.$BAD 1-19.3 Pc * 9-5oE IL RWI - Mwo irl, Wall MWI rd 54 ØS' A _r4IrA IN MW Wqmft-~Aimmuo, I - MA-1 FOR - i) C6-V% tctc - orrac-cc. 1-0 u- l__ c( Are corridors in schools of Group E. Division 1 Occu- pancies considered as accessory use areas in determin- ing the occupant load of the building under the exception to the first paragraph of Section 3302 (a)? Corridors in schools of 12th grade and below generally are not occupied while school is in progress, except by perhaps a few people such as custodians, a few schøol officials, messengers, etc., on a very short-time basis. Accordingly, tie occupant load therein need not be considered in addition to te occupant loads within the classrooms when determining the oqc-u- pant load of the building. It is important to note that corridors in all cases would not be considered accessory use areas. For example, in office buildings and hotels, the corridors traditionally have been included in deter- mining the total occupant load of the building. Q . We have a proposal for a disco-type nightclub for which we are attempting to evaluate a proper determination of the occupant load. Our specific question concerns whether the dance floor area within this proposed disco-type nightclub could be considered as an accessory use area within the exception of Section 3302 (a), first paragraph. A . Our observations indicate that in disco-type nightclub operations the dance floor and seating areas are occupied simultaneously. In such cases, the code requires that the sum of the occupant loads derived from the factors in Table No. 33- A be used. The exception to the first paragraph of Section 3302 (a) would not appropriately apply to excluding a dance floor area in a disco-type nightclub use. A Q . What is the occupant load of the restaurant layout . shown? .Based on Section 3302 (a) 2 requirements, each booth would have an occupant load of four. Therefore, with four booths the occupant load would be sixteen. 0 TAMES 6 c'4ARS 9OO so. Fr. 0 O W coO!(P4G AREA 200 SO. FT. 0 0 0 FLOOR PLAN The fixed seats at the counter number eight which, based on the first paragraph of Section 3302 (a), Item No. 2, would establish an occupant load of eight. The open dining (tables and chairs) area having a floor area of 00 square feet and using an occupant load factor of 15 square feet ....--per occupant would have an occupant load of 60. The cooking area having a floor area of 200 square feet and using an occupant load factor of 200 square feet per occupant would have an occupant load of one. The total occupant load in accordance with the last paragraph of Item No. 1 is as follows: Booths................................................16 Counter............. .................................... 8 Dining................................................60 Cooking..............................................J. Total Occupants: 85 Section 3303 (a) Exits Required Sec. 3303. (a) Number of Exits. Every building or usable portion thereof shall have at least one exit, not less than two exits where required by Table No. 33-A and additional exits as required by this subsection. For purposes of this section. basements and occupied roofs shall be provided with exits as required for stories. EXCEPTION: Occupied roofs on Group R. Division 3 Occupancies may have one exit if such occupied areas are less than 500 square feet and are located no higher than immediately above the second story. Floors complying with the provisions for mezzanines as specified in Section 1716 shall be provided with exits as specified therein. The second story shall be provided with not less than two exits when the occupant load is ten or more. Occupants on floors above the second story and in basements shall have access to not less than two separate exits from the floor or basement. EXCEPTIONS: 1. Two or more dwelling units on the second story or in a basement may have access to only one common exit when the total occupant load served by that exit does not exceed ten. Except as provided in Table No. 33-A, only one exit need be provided from the second floor or a basement within an individual dwelling Unit. Refer to Section 1204 for emergency escape or rescue requirements from sleeping rooms. When the third floor within an individual dwelling unit does not exceed 500 square feet, only one exit need be provided from that floor. Floors and basements used exclusively for service of the building may have one exit. For the purposes of this exception, storage rooms, laundry rooms, maintenance offices and similar uses shall not be consid- ered as providing service to the building. Storage rooms, laundry rooms and maintenance offices not ex- ceeding 300 square feet in floor area may be provided with only one exit. For special requirements see the following sections: Group A, Sec- tions 3317 and 3318; Group E. Section 3319: Group H. Section 3320; Group I, Section 3321; Rooms Containing Fuel-fired Equipment and Cellulose Nitrate Handling Rooms, Section 3322; Reviewing Stands, Grandstands and Bleachers, Sections 3323 and 3324; Laboratories, Sections 702 (b) and 802 (d); and Open Parking Garages, Section 709 (g). For stage exits, see Section 3903 (1). Every story or portion thereof having an occupant load of 501 to 1000 shall have not less than three exits. Every story or portion thereof having an occupant load of 1001 or more shall have not less than four exits. The number of exits required from any story of a building shall be determined by using the occupant load of that story plus the percentages of the occupant loads of floors which exit into the level under consider- ation as follows: 1. Fifty percent of the occupant load in the first adjacent story above and the first adjacent story below, when a story below exits through the level under consideration. 2. Twenty-five percent of the occupant load in the story immediately beyond the first adjacent story. The maximum number of exits required for any story shall be main- tained until egress is provided from the structure. (See Section 3311.) 91 IPROJECT NAME .. DATE I PROJECT ADDRESS /7 . PRINCIPAL DESIGNER- ENVELOPE ITELEPHONE I DOCUMENTATION AUTHOR .Chocked by/Date Erdorment Ageøcy Us. GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE BUILDING TYPE El NONRESIDENTIAL ElHIGH RISE RESIDENTIAL 13 HOTELIMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ALTERATION UNCONDITIONED (File Affidavit) METHOD OF ENVELOPE COMPLIANCE COMPONENT OVERALL ENVELOPE ED PERFORMANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: E I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for, its preparation; and that I am a civil engineer or architect. I affirm that I am eligible under the exemption to Division 3 Of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL ENVELOPE DESIGNER• NAME SIGNATURE UC. NO. DATE ENVELOPEMANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO J I E' For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. NonresidenJ Con, piianc. Form . December 1991 PROJECT NAME DATE PROJECT ADDRESS PRINCIPAL DESIGNER. MECHANICAL TELEPHONE IIfl Permit I DOCUMENTATION AUTHOR TELEPHONE ChecIed by/Del. ErormenI Agcy U$I :j'uINFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA BUILDING TYPE D NONRESIDENTIAL EDHIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEW CONSTRUCTION ADDITION ALTERATION METHOD 0FMECHANICAL COMPLIANCE E PRESCRIPTIVE PERFORMANCE PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMIT ENVELOPE COMPLIANCE ATTACHED STATEMENT (.)COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: D I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer, or architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents.for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL MECHANICAL DESIGNER. NAME SIGNATURE UC. NO. DATE MECHANICAL MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission; MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. MECH.3 and MECH-4: Required br all submittals. L!!3identaI Compliance Form -- - - December 1991 Enclosures: By ESGIL CORP iGA 0CM RATION ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: C/1/93 JURISDICTION JURISDICTION: CARLSBAD PLAN . 9-O SET: I COPY PLAN CHECK NO:. cupS IGNER PROJECT ADDRESS: 4j ?iY\c A PROJECT NAME: Foc*g TI E 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 El with the jurisdiction's building, codes when minor deficien- cies identified 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 Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant -contact person. IThe applicant's copy of the check list has been sent to: Esgil staff did not advise the appliçaxt contact person that plan check has been cornpleted(e)(Cek by j Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: PLAN CORRECTION TEKANT IMPROVEMENT PLAN CEECK NO.: () Y 5O) Date plans received by jurisdiction: JURISDIC'flON:CARLSBAD TO: 12bs Eiac- 4O20 kIk* SP' &1 CO) OCCUPANCY: 2 BU]iDDG USE: Oi TYPE OF CONSTRUCTION: ACTUAL AM: 7'7_TI MLABLE AREA:_________ 5/2JD( 93 Date plans received by Esgil Corporation: Date initial plan check completed: (/ -7/ 9:2 yQ\ t,dc L\ede&ca(t Applicant contact person: tY\S Y\ M6 Tel. 2i0O 524 FOREWORD: PLEASE READ Plan check is limited to 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 handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Code sections cited are based on the 1991 UBC. The circled 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. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To soeed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PALE NUMBERS ARE NOT IN SJKZ AS PAZ HAVING NO ITEMS N)ING CORRECTIONS WERE DRI.FI). LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 0208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original / tracings and submit two new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the / name of the legal. o'ner and" name of person responsible for the preparation of the plans. Section 302(d). 4. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. ji. Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC' Section 304 requires the Building Official to determine the total value of all construction work, proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. 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 9-A and 9-B. A complete description of the activities llnd processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 9-A and 9-B possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building / used for retail /wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage".. Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on the Title Sheet of the / plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing / the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the / area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising 'walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. 7?. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. 8/4/92 " ' ' ' 2 Identify existing walls to be removed, / existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Show safety glazing in the following / locations, per Section 5406(d): Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed postion (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-O" or higher above the walking surface). Glazing greater than 9 square feet with the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed). Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). Provide a section view of all new interior / partitions. Show: Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICB0 approved". Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Wall sheathing material and details of attachment (size and spacing of fasteners). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 510(b). 26. Note on the plans: "All interior finishes must comply Chapter 42 of the UBC". Specify "Class Llame spread rating (minimum) for Note on plan that suspended ceilings shall comply with UBC Tables 47-A and 23-P. In buildings having floors and roofs of wood i' frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no 29. In buildings having floors and roofs of wood frame construction; other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). An automatic sprinkler system shall be installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated rooms and assembly uses exceeds 5000 square feet. Section 3802(c). 32. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. () The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 24. ,—..SHco IWI CEA-Q. A-i..'.. ALE. 34. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705(c). A -hour occupancy separation is / required between occupancy and the occupancy. Table 5-B. Ducts penetrating occupancy or area separation walls must have fire dampers. Section 4306 (j). In areas where the occupant load exceeds -, f two exits are required. See_________________ Table 33-A. 39. Provide an exit analysis plan (may be 8 1/2" x 11" or -any convenient size). concealed space exceeds 1,000 s.f. and no 40. Exits should have a minimum separation of one- horizontal dimension exceeds 60 L.F. (if space half the maximum overall diagonal dimension of has sprinklers, then 3,000 s.f. and 100 L.F.). the building or area served. Section 3303(c). Section 2516(f). Ooô 9ZcM T1. MZ.E. TAJ t/ Tai D%AojJL I 4J$ojj O Tifa BtD(. PPT 7/8/92 3 The maximum number of required exits and their / required separation must be maintained until egress is provided from the structure. Section 3303(a). Rooms with more than 10 occupants may have one I exit through one adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required whenever two exits are / required. Show all required exit sign locations. Section 3314 (a). 44. Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Show the locations of existing exits from the / building and show the path of travel from the remodel area to the existing exits. 46. 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 occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO RDtklN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). Exit doors should be a minimum size of 3 feet I. by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). 31 Exit doors should swing in the direction of / egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304(b). Applies to door(s)_________ Regardless of occupant load, a floor or landing / not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access). Section 3304(i). Doors should not project more than 7 inches / into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d). 31 Revolving, sliding and overhead doors are not / permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). Provide panic hardware in Group A,E,H-1,H-2,H-3 and I occupancies. Chapter 33. Double acting doors are not allowed when / serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. fri Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 50 occupants may be a minimum of 36 inches in width. Section 3305(b). When two exits are required, dead end / corridors and exit balconies are limited to 20 feet. Section 3305(e). 57. Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction. Show compliance or clearly show on plans which of the following exceptions has been satisfied: Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. Exterior sides of exterior exit balconies. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. d. Within office spaces occupied by a single tenant, partial height partitions which form corridors and -which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor- to-ceiling height. Section 3305 (g). 58. Section 3305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. 3&..uP1ir Lo > o 54. Section 3305(g), Exception 5 does not apply to common corridors where the corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.). Section 3305(g), Exception 5 is applicable only for corridors on one floor; the corridors on the lower level(s) must be rated if these lower corridors have openings into them from other levels. 5/28/92 4 If non-rated corridors are used per Section 7 3305(g), Exc. 5, provide a reference to the corridors on the floor plan, noting: 1. Corridors are non-rated per Section 3305(g), Exception 5. Smoke detectors shall be maximum 30' on center. 3. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked FIRE ALARM CIRCUIT CONTROL, with a lock-on device. If a tenant space utilizes Section, 3305(g), 7 Exception 5, then that tenant space shall be separated from adjacent spaces by a demising wall constructed as for a one-bout corridor well. Clearly show where the non-rated corridor system terminates and a rated corridor system commences. One-hour fire-rated corridors shall have interior door openings protected by tight- fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic- closing by action of a smoke detector per Section 4306(b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h). If a room with an exhaust fan has a door 7 opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. If building exceeds two stories and has an 7 elevator opening into a rated corridor, show how the smoke and draft control provision of Section 3305(h) will be met. Either provide a separated elevator lobby or a second door at the elevator entry meeting the provision. Section 3305(j). If a second door is provided at the elevator ,7 entry, note that it will be readily openable from the car side without a key, tool or special knowledge or effort. Section 5106. New provisions in Chapter 43 of the 1991 UBC require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire- resistive integrity will be maintained at the following conditions (Include the manufacturers' names and ICB0 numbers (or equal) for any sealant): A. THROUGH-PEKETRATIONS (through the entire assembly): Fire-resistive bearing walls and/or walls requiring protected openings shall have penetrations protected with through- penetration fire stops having an F- rating, T-rating or complying with UBC Standard 43-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, I-rating or complying with UBC Standard 43-1, depending on their sizes, combustibility and whether the penetrations are in walls above. B. RAiE-PEKETRATIONS (through only one side of an assembly): Fire-resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 43-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive ceilings shall have no penetrations, except for noncombustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed glazing listed and labeled for a fire- protection rating of at least 3/4-hour. Section 3305(h).T H'fu.s'&r c4pig 2u.207 Show rated corridors, lobbies, reception 'or foyers cross-hatched on the floor plans. Provide a complete architectural section of the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 3305(g). ()Show the location of' fire dampers. Provide fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor ceilings. Combination fire/smoke dampers are required at duct penetrations of rated corridor walls. Section 4306(j). 73. 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 4304 and 4305". 8/4/92 5 7fl' Provide evidence of Health Department approval / (for restaurants or for tenants using X-ray equipment). If nonflammable supply cylinders for medical I gas systems are located inside buildings, show how they comply with UBC Section 702(c)4. ELECTRICAL Submit plan showing location of all panels. Submit panels schedules. Submit electrical load calculations Indicate existing main service size. Indicate existing total main service load. Indicate new additional loads. 82 Indicate wiring method, i.e. EMT, metal flex. 83. Show exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1991 UBC, provide two sources of power to exit signs and exit illumination. Provide receptacle(s) within 25' of HVAC units. UMC Section 509. Provide multiple switch lighting controls per Title 24, Part 6. MECHANICAL ,-...1;~OTS am - puj T*RT T 86.9&mmiAe mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail access and working clearances to HVAC f equipment. Detail disposal of main condensate drainage I from air conditioning units. (UMC Section 510) . Detail overflow (secondary) condensate f discharge from air conditioning units that are in a ceiling space. (UMC Section 1205) 91. Fire rated corridors are not. to be used to convey air to or from rooms. UMC Section 1002. Co &. Q..c7 Lwu RM 2.t PUB1BThG Provide gas line plans and calculations, ( showing pipe lengths and gas demands. UPC Section 1219. p43. Provide drain, waste and vent plans. 9/. Provide water line sizing calculations. upc ( Section 1009. Detail how floor drain trap seal is to be ( maintained. UPC Section 707 (floor drain trap priming). 6. Show P & T valve on water heater and detail drain line route from P & T valve to the / exterior. UPC Section 1007(e). h7. Show 1/4" per 12" slope on drain and waste lines. UPC Section 407. /8. Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. p. Note on the plans that new water closets and / associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). ENERGY Provide complete energy design calculations, f including all existing design and new energy design for this building. See attached non- residential energy design checklist. 101. For remodels in an existing conditioned space, show that the remodeled space will not use more energy than the existing space or show the remodeled space will conform to latest energy design standards. CITY OF CARLSBAD SUPPIT 1pl. Floor drains must have auto-prime (City / Policy). I3. A grease interceptor is required. Show ' details complying with City Policy 83-34. ,I. Roof mounted equipment must be screened and / roof penetrations should be minimized (City Policy 80-6.). 8/10/92 6 Condensate drains must connect to a wet trap I (dry traps are not permitted). (Memo 1/14/83). /6. 'Show fans are duct type; City Policy does not permit ductless fans. 1l. No wiring is permitted on the roof of a I building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) 19( All roof-mounted equipment shall be concealed ( from view. Provide structural detailing for the screening. All panel boards shall have a minimum 100 amp I rating or approved by the Building Official. Only tank-type water closets that use an I average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. Please see additional corrections or remarks that follow. To speed up the recheck 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 check. Yes No 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 check for your project. If you have any questions regarding these plan check items, please cot_________________ e tact . I at Esgil Corporation Thank you. Enclosures: 2. 8/10/92 7 TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction OPcLSAD Plan Check No.9-5O References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part S (California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 1. HAIDIGAPPED PARKING SPACES 2-7103(d) Provide hand icappedspaces. e. Surface is to be slip resistant and a 2-7102(b) contrasting finish from adjacent sidewalk. 2-7103(f) Space shall be so located that handicapped persons are not compelled to f. Border markings shall be 12" wide of wheel or walk behind parked cars other 1/4"xl/4" grooves, 3/4" apart, located at than his/her own. 2-7102(c) top and sides. 2-7103(h) Parking space shall be a minimum of 9 ft.x18 ft. with adjacent marked 5 it. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(e). Parking space(s) shall be identified with the International Symbol of Accessibility on ref lectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 361lx36" and painted at the back of the parking stall). 2-7102(f) Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space(s) may be subject to tow-away. 2-7102(f) If covered parking is provided, then a reasonable portion of the total number of stalls reserved for the disabled shall also be covered. 2-7102(a) Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) 2. CURB RAMPS Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) Curb ramp shall be 48" 'mm. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) A level 48" mm. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) 0 WALKS Site development and, grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-7101(a)" Walks sloping greater than 5 (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 Gratings are not allowed whenever possible. 2-3325(b) At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-3325(e) A 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) A 24" clear space is required at strike side of gate or door. 2-3325(e) 0 PEDESTRIAN RAMPS A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) The maximum slope shall be 1 in 12. 2-3307(c.1) The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.1) The surface of ramps shall be slip- resistant. 2-3307(g) A 6011 intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d.1) Landings are required at top and bottom of ramps. 2-3307(d.1) Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- 1A Top landing shall be 60" x 60" 2-3307(d.1) - 1. When door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.l.) Top landing shall have 60" mm. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.1) Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.1) 1. Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.1) Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall. 2-3307(e.1) A 2" high curb or wheel guide rail centered 3" ± 1" above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) SPECIAL ACCESS LIFTS 177 Lifts may be provided bétweenlêvels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) b. The lift platform shall be of sufficient size to accommodate a wheelchair (3011x4811). 2-5107(a) C. There shall be a level and clear floor area or landing (60"x6o") at each level for access to the lift. 2-5107(a) /HAZARDS a. Provide 80" headroom from •walkway surface to any, overhanging obstruction. 2-3326(b) Headroom of 80" minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) Free standing objects mounted on posts between 27" and 80" above the floor may project a raxi=am of 12". 2-522(f) Abrupt changes in level exceeding 4" adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) ThZRANCES AND CIRCULAMCK. Q TPANCES, DOORS, VESTIBULES AND CORRIDORS All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) All required passage doors shall have 32" clear opening at 90 degrees (36" door). 2-3304(f) At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) Threshold shall be no higher than 1/2" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i.1) Exterior level landing may slope up to 1/4" per . foot in any direction for surface drainage. 2-413 Door hardware shall be of the lever or push type, mounted 30" to 4.4" above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2- 3304(i.2) The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(1.3) Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. 2-3304(i.4) There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(1.1) k. Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. 2-3304(i.1) 1. The space between two consecutive doors (vestibule) shall provide a minimum of 68" clear depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(i.1) m. For corridors over 200 feet long, see special requirements of Sec. 23305(b)2. FLOORS a. Floors of a given story shall be a coon level throughout or shall be connected by pedestrian rams, passenger elevators, or s pecial access lifts. 2-522(e) STAIRWAYS Nail: Only applies where disabled access is provided or required to other levels. Treads shall have smooth, rounded e>oosed edges and be slip resistant. 2- 3306(s) Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s)- Risers shall be sufficiently solid. 2-3306(s) The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. 2-3306(r) On exterior stairs, each tread shall be marked as noted above.., 2-3306(r) Handrails are required on each side of stairway. 2-3306 Handrails shall be located 30" to 34" above nosing,extend 12" beyond top riser and 12" plus tread, width beyond bottom nosing and returned to wall/newel post. 2-3306(j.1). Handrails shall be 1-1i4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j.1) Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. 0 -'.7 ORS a. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.1). At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, 'residential care homes, hotels, motels, apartments and condominiums. Elevator, in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36". Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.1) TOILET FACILITIES ACCESS When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.1(a)) Doorways shall have 32" minim= clear opening width. 2-511.1 There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 4.4" clear depth in opposite direction of door swing. 2-511;1(a) 1ULTIPLE ACCO1ODATION'TOILEI FACILITIES a. Provide clear area 60" diameter x'27" high - or clear space 56" x 63" x 27" high. 2-511.1(a) Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.1(a) Provide a 28" cle.a.r space between water closet and fixture or 32" clear space between water closet and wall. 2-511.1(a) A 1.8" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. 2-511.1(a) Water closet compartment door to provide 32" cle.ar width for end entry and 34" clear width for side entry. Door to be self-closing. 2-511.1(a)-- SINGLE ACCO10DATI0N TOILET FACILITIES Water closet shall be located 28" from a fixture or 32" from a wall. 2-511.1(a) Minimum clear space in front of water closet shall be 1.8". 2-511.1(a) In an existing building, a single accoodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.1(a) 0 GRAB BARS AT WATER CLOSET One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511.1(a) Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.1(a) Bar fasteners. and mounting support shall be able to withstand 250 lbs./ft. in bending, shear and tension. 2-511.1(a) •" 0 WA3ZR CLOSET Height of water closet seat shall be 17" to 19" above floor. 5-1502 Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the, floor. 5-1502 The force required to activate controls shall bone greater than 5 pounds force. 5-1502 URINALS - - Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) The force required to activate the flush valve shall be 5 lbs. maximum and located 4-4" raximum above floor. 5-1503(b) Provide 30" x 48" clear floor space for forward approach. 2-511.1(b) 0 LAVATORIES' Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.1(b) Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The r.a.ximum counter surface height should 'be 34". 5-1504(a) Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) OTOILET ROOM ACCESSORIES Mirror bottom edge shall be located 40" maximum above floor. 2-511.1(b) Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.1(b) Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.1(b) 19. SAh1TARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.1(a) Datet_____ 93 JurisdictionCARLSBAD Prepared 'bys Bldg. Dept. VALUATION AND PLAN CHECK FEE Q Esgil PLAN CHECK NO. 9?)-506 BUILDING ADDRESS 24 c hir-port R6, anA Pwr APPLICANT/CONTACT PHONE NO. —24 BUILDING OCCUPANCY DESIGNER PHONE______________ TYPE OF CONST.RUCTION - tr CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA [VALUATION MULTIPLIER VALUE 2.5 1_9(7 Air Conditionirie Commercial - Residential Res. or Comm. Fire_SDrinklers Total Value Buildin Permit Fee $_ S 79. Z Plan Check Fee COMMCW•TS- SHEET _____ OF I PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE ' ADDRESS RESIDENTIAL :.TENANTIMPRONT, RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) VILLAGE FAIRE ;COMPLETE OTHER PLANNER S DATE ENGINEER ' ' DATE • C:\WP51\FILES\BLDG.FRM Rev. 11/15190 PLANNING CHECKLIST Plan Check No. 93- 57) & Address 'Z/C// M2P0,2 7?) Planner VAN LYNCH Phone 438-1161 ext. 4325 (Name) APN: ?/T - 070-/i Type of Project and Use 9cC8 72 Zone _ Facilities Management Zone A Legend Item Complete El Item Incomplete — Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES - NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval U 0 Discretionary Action Required: YES - NO X TYPE APPROVAL%/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 'California Coastal Commission Pit Required: YES - NO DATE OF APPROVAL: ._... SanDiego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 '(619) 521-8036 • ' ' ' Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval '' ' ' • • 0 'Landscape' Plan Required: YES NO See attached submittal requirements for landscape plans Site Plait 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North 1 arrow, property lines, easements, existing and proposed' structures, streets, existing street improvements, right-of-way width and / / dimensioned setbacks' 0 0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 0 3. Provide legal description of property. 0 4. Provide assessor's parcel number. Zoning E9'fE] 0 1. Setbacks: S N: c Front: Required ' ShownXwol IL Int. Side: 'Required Shown Street Side: Required Shown Rear: S Required Shown 0 2. Lot coverage: Required Shown E1iE] 0 3. Height: S Required Shown 0 5 4. Parking: S Spaces Required Shown 'Guest Spaces Required Shown 0 0 0 Additional Comments S ' 5) OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER J ~//4/L DATE PLNCK.FRM City of Carlsbad 93073 Fire Department Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report', Thursday, June 24, 1993 Reviewed by: 5-d-.- Contact Name Peterbulit Corp Address 6235 Lusk Blvd San Diego CA 92121 Planning No. Job Address 2141 Palomar Airport Ste. or Bldg. No. 200 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. O 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 L— 3rd Other Agency ID CFD Job# 93073 File# 2560 Orion Way • Carlsbad, California 92008 (619) 931-2121 City, State CB[dg Dept. No( 930508 Job Name Forte S - - June 10,- 1993 OCCUPANCY LOAD SUMMARY -- ROOM--NO.: ROOM NAME OCCUPANCY QTY. FACTOR USED 201 office 1.11 100 202 corridor 0 0 203 corridor 0 0 204 corridor 0 0 205 corridor 0 0 206 office 2.49 100 207 conference 24.00 15 208 office 1.76 100 209 office 1.43 100 210 office 1.43 100 211 office 1.76 100 212 office 1.53 100 213 office 1.53 100 214 office . 1.56 - 100 215 telephone room .12 300 216 lunchroom 2.44 100 217 . office 1.76 100 218. office 1.43 100 219 office 1.37 100 220 office 1.76 100 221 office 1.76 100 222 office. . 2.23 . 100 223 office . 1.37 100 224 •. office • - 1.37 • 1.00 .. • 225 - office 1.37 • . . • • 100 -. 5 . • 226 . office • 1.37 . . 100 . 227 office 1.37 100 228 office 1.37 • - 100 229 office 1.37 100 230 office 1.37 .. 100 231 office . - 1.37 • • 100 232 - office 2.30 . 100 233 office • . • 1.43 . 100 234 . - office - . 1.37 - : • 100 25 - office . 1.37 .. 100 • 236. office . 1.37 • 100 237 office 1.69 5 100 238.. office 1.98 100 239 office 2 02 100 240 • office - - 1 .43 . • 100 • 241 . office • . 1.43 100 242 -. office • - - . 1.43 . • 100- -- . . • -• 243- oice 1.43 100. 244 • office " . 1.30 100 245 - - office - 1 .33. • 100 • 246 office 1.37 • - 100 ROOM NO ROOM NAME OCCUPANCY QTY FACTOR USED 247 office 2 15 100 - - 248 office 1.33-.- - 100 - - 249 office 1 33 100.--- 250 - - office - 1.33- .- .•'. 100 - 251 . - office 252 . - -office . . . 1-.33 100 253 office . - 1.33 . 100- TOTAL OCCUPANCY 97.18 The following compares the occupancy by the very general method which figures a factor of 100 for the entire floor's square footage - not taking into account the varied uses of each room. I am showing this as a method of comparison to demonstrate that the -above ACTUAL occupancy calculation is accurate and has not beefl exaggerated. . • - TOTAL FLOOR SQUARE FOOTAGE IS: • :1,1750 sq. ft. ..LESS THE CORE-AREA:- • • -_ • -. 1,525 sq. ft. GENERAL SQUARE FOOTAGE: 10,225 sq. ft. - 10,225 divided-by a factor of 100 (general). 102.25 occupancy. Hazardous Materials SAN DIEGO REGIONAL . . Al HAZARDOUS MATERIALS QUESTIONNAIRE Pii.uTui mt øizmcr Management Division COCITY •P IAN 011.60 Business Name Contact Person Telephone . - Mailing Address City State Zip Plan File# 2141 Oo4pd - (74 Site Address City State Zip Plan File# PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS MANAGEMENT DIVISION: QLLJIANY CLASSIHCA lION Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Explosive or Blasting Agents 4. Flammable Solids 7. Pyrophorics 10. Cryogenics 13. Corrosives Compressed Gases 5. Organic Peroxides S. Unstable Reectives 11. Highly Toxic or Toxic Materials 14. Other Health Hazards Flammable or Combustible Liquids 6. Oxidizers 9. Water Reactives 12. Radioactives lithe answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Management Division, 1255 Imperial Avenue, 3rd Floor, San Diego, CA 92186-5261. Telephone (619) 338-2222 prior to the issuance of a building permit. FEES MAY BE REQUIRED Yes No M E~rils your business listed on the reverse side of this form? RF'Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet or carcinogens/reproductive toxins in any quantity? Mill your business use an existing or install an underground storage tank? S. WiIl your business store or handle Acutely Hazardous Materials? OFFICE USE ONLY RMPP Exempt Date Initials 0 RMPP Required Date Initials RMPP Completed Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT If the answer to any of the questions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123. Telephone (619) 694-3307 prior to the issuance of a building permit. YES NO C= pPTWill the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the reverse side of this form? (ANSWER ONLY IF QUESTION 1 IS YES.) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 1 2) as listed in the current Directory of School and Community College Districts, published by the San Diego County Office of Education and the current California Private School Directory, compiled in accordance with provisions of Education Code Section 331907 —21 Name of Ow'n,pALithorized Agent: - ,--. Signature of Owner or'AgQorized Agent: Ideclare undair of perjury that to the best of my knowledge and belief the responses made herein are true and correct. - 41 "z,.9 ,-' #i . Date: . 2 ' Do not write below this FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:____________________________________________________________________ BY:. . 0 . Date:_______________________________________ EXEMPT FROM PERMIT REQUIREMENTS COUNTY-HMMD APCD APPROVED FOR BUILDING PERMIT BUT NOT occupANcY COUNTY-HMMD . APCD APPROVED FOR OCCUPANCY COUNTY-HMMD APCD Environmental Health Service. . '. County of Sin Diego D HS: HM-9171(6/92) 0 0 Depasenat of Health Scrvicc.