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1275 CARLSBAD VILLAGE DR; ; CB920595; Permit
r * , BUILDING PERMIT 09/03/92 14-57 Page 1 of 1 Job Address: 1275 ELM AV (NV)" Suite. Permit Type: INDUSTRIAL, TENANT IMPROVEMENT Parcel No: Lot#: Valuation; 0 Construction Type: NEW Occupancy Group: Reference#: Description: R/R 4750 SF FIRE STATION #1 : NO FEE PERMIT Permit No: CB920595 Project No A9201505 Development No: Appl/Ownr : CITY OF CARLSBAD CHUCK WALDEN EXT 4109 CARLSBAD, CA 92008-:. Status: ISSUED Applied: 06/22/92 Apr/Issue; 09/03/92 Validated By: DC 619 438-1161 *** Fees Required **%€%!- '-;*^**.*i v ',' V Fe;e;s\doliected & Credits *** Fees: Adjustments: Total Fees: ,00 .00 .00 PROVAL DATE'Tllii CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1 PERMIT TYPE A - jXCommercial LJNew Building QTenant Improvement B - D Industrial D New Building D Tenant Improvement C - D Residential D Apartment DCondo D Single Family Dwelling D Addition/Alteration D Duplex D Demolition D Relocation D Mobile Home D Electncal D Plumbing D Mechanical PPool D Spa D Retaining Wall P Solar O Other 2. PROJECT INFORMATION PLAN CHECK NO. FOR OFFICE USE ONLY Building or Suite No""""1275 Eft*-) AYE Nearest Cross Street LEGAL DESCRIPTION Lot No Subdivision Name/Number Unit No Phase No CHE'CK BELOW IF D 2 Energy Calcs 2 Structural Calcs D 2 Soils Report O 1 Addressed Envelope ASSESSOR'S PARCEL \ «5* <L - \EXISTING USE PROPOSED USF. DESCRIPTION OF WORK SQ FT 4150 OF OF STORIES 3 UJNTALT PEKSUN Ut dillerent trom applicant) _ NAME'TE'D ^UCHAM-AM, A^ I -ADDRESS CITY <^. "B> A D STATE «£T A ZIP CODE ^f <£ O ftp DAY TELEPHONE *T"3 *T 4. APPLICANT UUONTRAl'iUR CJACL'Nl WR CONTRACTOR—DOWNER LJ AGENT FOR OWNUR— NAME <c- \T Y" & F <^- A.R U<V^ A D ADDRESS !> 6 T y CITY PROPERTY OWNER NAME ,| CITY (XWlllACTOR NAME V/ ^ A , CITY E"D SO^.M^M'WTELIC DESIGNER NAME CITY <r' BAD WOKKllKS1 COMJVENSA'nON STATE STATE STATE 1 O ^ ^ f# / fj^ ^ ^^ STATE<CA ZIP CODE ADDRESS ZIP CODE ADDRESS ZIP CODE • LICENSE CLASS <^ ADDRESS ZIP CODE ^\ 2&O& DAY TELEPHONE DAY TELEPHONE DAY TELEPHONE CITY BUSINESS LIC # DAY TELEPHONE -4-3^- • /j&^T STATE LIC # Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY _ __ POLICY NO _ EXPIRATION DATE _ Certiticate ot Exemption I certify that in tne performance of the work lor 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-BUUDCR DECLARATION Owner-Builder Declaration I hereby aitirm that 1 am exempt trom the Contractors Ucense Law lor the following reason d I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale ) D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) D I am exempt under Section Business and Professions Code for this reason (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, pnor 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-RESIDENTIALTBUlLDlNCJ PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or nsk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act' D YES -El NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES « NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES S NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ' CONSTRUCTION IKNDUJC AEiENCV "~ I hereby athrm that there is a construction lending agency tor the perlormance ot the work for whTch^tHrs^ermTt Islssued (Sec~309>fi)Civil Code) LENDER'S NAME LENDER'S ADDRESS T0~APPLICANT CERTIF1CATIQN ^_^__ ^^ I'1 certify that I have read the applicationUnd state that the above: information is correct I agree to comply with all City ordinances and State Taws 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 HARMU?SS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stones in height Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code) *X APPLICANTS SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920595 FOR 05/31/94 DESCRIPTION: R/R 4750 SF FIRE STATION #1 NO FEE PERMIT TYPE: ITI JOB ADDRESS: APPLICANT: CONTRACTOR: OWNER: 1275 ELM AV (NV) CITY OF CARLSBAD PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCK# CB920595 OCC GRP CONSTR. TYPE NEW STE: LOT: 619 438-116! REMARKS: MWVINCE/899-2054 PAGER SPECIAL INSTRUCT: 434-6658 JOBSITE INSPECTO TOTAL TIME: CD, LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE 051294 051194 051194 051194 041294 040694 040494 033194 032994 032994 032994 032294 032294 031694 DESCRIPTION Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Rough Electric Rough Combo Rough Combo Frame/Steel/Bolting/Welding "Rough/Topout Rough/Ducts/Dampers Grout Ftg/Foundation/Piers Underground/Under Floor ACT AP CO CO CO AP AP AP PA CO CO CO AP AP PA INSP PD PD PD PD PD PD PD PD PY PY PY PY PY PD COMMENTS CEILING LIGHTS NOT WIRED SWITCH GEAR OK TO GROUT SLAB FILL IN FOR PLUMB ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1^68 DATE:APPLICANT JURISDICTION: PLAN CHECK NO: C oV\ SET: PROJECT ADDRESS: JUKI SPICE ,AN CHECKER QFILE COPY QUPS FjDESIGNER PROJECT N AME : 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 feeVaQ 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. 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 did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: „___ Date contacted: REMARKS : Pfe Telephone « G. \By:ESGIL CORPORATION DGA DCM Enclosures (619)560-1468 v*tit rt >*1is-* Sr-.x^ -!**-/,* *- *DATE: JURISDICTION: _ PLAN-! CHECK NO: PROJECT ADDRESS PROJECT NAME: C TV O\ °C *=>SET: APPLICANT CHKCKfR QFILE COPY Dups FjDESIGNER 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. plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected resubmitted for a complete recheck. -'The^check list transmitted herewith is for your information. The "plans are being held at Esgil Corp. until corrected^- "•***£*• f "^ ^ jf ^,are submitted for recheck. sr copy'of the' check" list1 is enclosed for the 'ato:return to}the applicant ^contact person. EsgiT"staff*did not advise the applicant contact person that check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted REMARKS : Telephone r s «• CV^. t> -. j,s.toU-r.r^. CC\vBy:_^ESGIL CORPORATION DGA DCM Enclosures : PLAN CORRECTION SHEET i d fy# LS P^/Vn FUJI CHECK KWRER;._ 9 2.- S 9J PAGE: SET: I /I PIAN CHECKER: CHUCK MENDENHALL MB;I3/ 92. J \n\\r, VYI v/OlA JLSP.*•or w be e u-m . ort\V\:o± oura\ .+UTTA or A/x ar 4nr AVg&V) -nr sVioui QpeYvnblp 9rayrrL&appro -for 4fie r\n\r Date.Jurisdiction Prepared by : VALUATION AND PLAN CHECK FEE Blag, Dept Esgil PLAN CHECK NO. t£> BUILDING ADDRESS U -7 APPLICANT/CONTACT ~T'_ J BUILDING OCCUPANCY y-i. PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION-CONTRACTOR PHONE BUILDING PORTION T-J Air Conditioning Commercial Residential Res. or Comm. Fire S-orinklers Total Value BUILDING AREA U - o^ "~ - VALUATION MULTIPLIER -^ " 1 ^. e § @ VALUE /^^-^ ii-^^r-^^ i / * ,i. /5£>/x;2 ^1 ' ^ "7 '-- 7 / , J / ^ Building Permit Fee S_ Plan Check Fee $ COM M E N T 5 • SHEET CD OF 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO: c ff . SET: CHECKER COPY DUPS (""•DESIGNER PROJECT ADDRESS: PROJECT NAME : ?r, rt —, 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 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. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. I The applicant's copy of the check list has been sent to: "T> f\ Tbo£V> j ^ ^ ' A\ k1 Esgil staff did not advise the applicant contact person that plan check has been completed. (j Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone # By Enclosures ESGIL CORPORATION QCM PLAN CORRECTION SHEET TENANT IMPROVEMENT PLAN CHECK NO. : JURISDICTION: ' 51 5 ( TO: Vi PROJECT DATA OCCUPANCY: BOTLDING USE:f"> vfc, TYPE OF CONSTRUCTION: ACTUAL AREA: ALLOWABLE AREA:fJ STORIES: Ml C_ HEIGHT:N) SPRINKLERS: OCCOPANT LOAD: REMARKS: Date plans received by jurisdiction: Date plans received by Esgil Corporation: b /A3 Date initial plan check completed: Ij M^A. Bv= Applicant contact person: Tel. 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 1988 UBC. The circled items listed modification or ., change. satisfied before the plans need clarification, All items must be will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 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 . note on this ...list (or a copy) where each correction . item_has been addressed, i.e., .p.lan_ sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE. NDMfcERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. LIST NO. 58 TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1988 UBC Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Shee't of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(d). 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 uhere 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. 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. 13. 15'. 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 jJie remodel areas and the floor v,here 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 and 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 1988 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. Specify on the plans the fire ratings of assemblies to protect proposed openings in existing or new fire walls. 7/10/91 ©<Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and __ shear walls '5^-- k? r 1 o ^ 27. ( 23. i Provide a section view of partitions. Show; all new interior © © Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO 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 loadl. 6loc^ \c.tx>-# fl 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. 2*.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 k feet around urinals and within water closet compartments. Section 510(b). 25. ) Note on the plans: "All interior finishes must comply with Chapter 42 of the UBC11 Specify "Class "jTZT flame spread rating (minimum) for .sa_ o ." /~^\ Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not .exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. ?• In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and flop_r_ above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.)- Section 2516(f). 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 frora 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. 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). 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 2k, Part 2. The width of the required level area on the side into which doors swing shall extend Ik inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 2k. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 2k. 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. > Ae^rrw In areas where the occupant load exceeds , two exits are required. See __ . Table 33-A. 2/15/90 Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). 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 exit through one adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314(a). 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. 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 REMAIN 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 by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). 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 3303(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). 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). Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. 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. 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 10 occupants must 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). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b.Exterior sides balconies. of exterior exit 5*. c. 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. Section 3305 (g). 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. 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.). 2/14/90 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. Indicate wiring method, i e. EMT, metal flex. Show exit signs on the electrical lighting plan(s). As per Section 3313 and 3314 of the 1988 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, 5319 Provide an electrical plan for the alarm system shoeing compliance with criteria described under earlier correction number 58. MECHANICAL Provide 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 JK. J>9. ' JW- s 91 Provide drain, waste and vent plans. Provide v-ater line sizing calculations. UPC Section 1009. Detail how floor drain trap seal is to be maintained. UPC Section 707 (floor drain trap priming). Show P & T val\e on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). 92.,1/4" per 12" slope on drain and v,aste lines. UPC Section 407. Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments) UBC Section 605. New v^ater 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 nore 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). KKERGY Provide complete energy design calculations, including all existing design and new energy design for this building. -See — attached non- -ranrlantial cne.re Jcoin chc.dtlij,t Detail access equipment. and working clearances to HVAC 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. Cooling coils or cooling units located in attic or furred space, where damage may result from condensate overflow, shall be provided with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UMC. One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706(b). PLUMBING Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. MISCELLANEOUS Please see additional that follow. corrections or remarks To speed up the recheck process, note on this list (or a copy) whee each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. m-. /Vc US cH-urw arr 3 Quarter*. Cv\ g.lgf -K 1 1&^ I re.c I €_ (o Igtn . S Dec L -f ,^~\ provide \CfcO X-t wu'^i Woe a^R-19 rooi be Please indicate here if any changes have been made ta the plans that are not a result of corrections from this list. If there are other changes, please briefly describe then and vhere they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No NOTE:•The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshal. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of raore than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one-hour fire-resistive construction Section 3305(g)l. Note on the plans that approved floor-level exit signs shall be provided This applies to A, E and I occupancies. Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEPTION: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation vails in lieu of automatic fire-sprinkler protection. In educational occupancies, storage and janitor closets shall be of one-hour fire-resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). s/, -/. Section 1807 should be rise buildings. reviewed for all high- The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. i-fl. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual earnings shall have a frequency of not more than 60 flashes per minute. 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 contact _ at Esgil Corporation Thank you. Enclosures: 2. 3. 1 *"" C v.\. A to f t.1 ^ < A -r3<*{T ^f-T 2- < v / 3 ' l. 1/23/92 TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction C* Plan Check No.r References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 1 (California Building Code) Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exemptions claimed for any item shall be requested determine "unreasonable hardship" as described in Section ITE DEVELOPMENT /VflTI> (( c-i. J HANDICAPPED PARKING SPACES /x >% . . ,—-~~/ , /,QLJL a. Provide 2-7102(b) 0^2^^. handicapped spaces. —L*f> * •<•• in writing and shall include all data needed to 2-422. d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7l03(d) JTT^/o^^!hlA_ b. c. Space shall be so located that- handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) Parking space shall be a minimum of 9 ft xlS ft. with adjacent majrked 5 ft. 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. 2-7l02(c). d. Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(e). 3. Parking space(s) shall be identified with the International Symbol of Accessibility on ref lectonzed sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36"x36" 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) g. 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) h. 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) CURB RAMPS Curb ramps shall pedestrian path 7103(a)) be located wherever crosses curb. (2- b.Curb ramp shall be 48" mm. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) c. A level 48" mm. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) Je. Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f. Border markings shall be 12" wide of l/4"xl/4" grooves, 3/V apart, located at top and sides. 2-7103(h) . 3. ) WALKS V a. 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) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 e. Gratings are not allowed whenever possible. 2-3325(b) f. At each gate or door a 60"x6011 level area is required when the gate swings toward the walk. 2-3325(e) g. A 48"x4V' deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 24" clear space is required at strike side of gate or door. 2-3325(e) ' 4. ^PEDESTRIAN RAMPSV_yr^ a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The maximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 48" minimum. A minimw 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.l) d. The surface of ramps shall be slip- resistant. 2-3307(g) e. A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top and bottom of ramps. 2-3307(d.l) g. Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- 11A h. Top landing 2-3307(d.l) shall be 60" x 60" minimim. i. When door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d 1.) j. Top landing shall have 60" mm. width vhen door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.l) k. Hamp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.l) 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.l) m. Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall. 2-3307(e.l) n. 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 a. Lifts may be provided between levels, 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 (30"x48"). 2-5107(a) c. There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) lHAZARDS a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. Headroom of maintained for etc. 2-522(f) 80" minimum shall be walks, corridors, aisles, c. 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) d. Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) e. 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) ENTRANCES AND CIRCDLATTOH ENTRANCES, DOORS, VESTIBULES AND CORRIDORS 'prs A , fo, f=l ± V- orsX ^A All primary entrances to — ^ be accessible to the handicapped. 2-330l(f) /. All required passage doors shall have 32" rlosn- nnpmno- st" QO d^frTP.PS ( ^6" drxrr^ .clear opening 2-3304(f) at 90 degrees (36" door). At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) d. 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.l) ©Exterior level 1/4 landing may slope up to per foot in any direction for surface drainage. 2-413 , f.) Door hardware shall be of the lever or ^^ push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8.5 Ibs. for exterior doors and 5 Ibs. for interior doors. 2-3304(c), 2- 3304(i.2) vg 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(i.l) b. Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511 l(a) c. Provide a 28" clear space between water closet and fixture or 32" clear space between vater closet and wall. 2-511. l(a) d. A 48" 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 l(a) e. Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self-closing. 2-511. l(a) SINGLE ACCOMMODATION TOILET FACILITIES a. Water closet shall be located 28" from a fixture or 32" from a wall. 2-511. l(a) b. Minimum clear space in front of water closet shall be 48". 2-511 l(a) c. In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511 l(a) W. URINALS a. 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) b. The force required to activate the flush valve shall be 5 Ibs. maximum and located 44" maximum above floor. 5-1503(b) c.Provide 30" x 48' forward approach. clear floor space for 2-511.l(b) 17. LAVATORIES a'. 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.l(b) 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 maximum counter surface height should be 34". 5-1504(a) Hot water and drain pipes lavatories shall be insulated. 5-1504(b) under 14. AB BARS AT WATER CLOSET <*-'"" One at side 42" icing extending ' 2V 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.l(a) Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.i(a) Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft. in bending, shear and tension. 2-511.ia dy 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 Ibs. 5-1504(c) ) If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) ^ is. WATER CLOSET a.) Height of water closet seat shall be 17" -' to 19" above floor. 5-1502 b. Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c.' Controls for the flush valves shall be moxnited on the wide side of toilet arfeas, no more than 44" above the floor. 5-1502 d^ Thfe force required to activate controls shall be no greater than 5 pounds force. 5-1502 18. TOILET ROOM ACCESSORIES ~ aC Mirror bottom edge shall be located 40" / maximum above floor. 2-511. l(b) >b.J Toilet tissue dispensers shall be mounted "-^ within 12" from the front edge of toilet seat. 2-511. l(b) c.) Operating parts of dispensing and ~ disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511. l(b) f'~~~^- 19 /SANITARY FACILITIES IDENTIFICATION aTl 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. l(a) BATHING FACILITIES 2V. PLUMBING REQUIREMENTS a. One such facility shall comply when provided for the public, clients or employees. 2-511 l(a) b. Shower compartment shall be 42" wide, 48" deep, with a 36" wide entrance. 2-511.l(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. GEHERAL REQUTEEMEKTS 21., DRINKING FOUNTAIN a. Drinking fountains shall be within alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511.l(c) b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a minimum of 32 inches clear between the wing walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-Sllc and 5-1507. TELEPHONE Provide space 30" x 48" for forward or parallel approach to telephone. 2-511.l(d) b. Note on the plans that public telephone shall conform to requirements of ^_^^ Sec. 2-511.l(d). I 23. VLECTRICAL REQUIREMENTS^j£^£dc ^ * * '*>£'~* ' ^ f-—v 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(e) Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROUP A OCCDPAHCt KEQDIKEMENTS 5. AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. a. Seating and toilet facilities handicapped shall be accessible main lobby or prunary entrance. 2-611(b) b. This structure requires for the from the wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(b) c. Each wheelchair space shall be 60" x 30" and level. 2-611(b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be m more than one location. 2-611(b) e. This structure requires .. seats for semi-ambulant persons. Clear leg space shall be at least 2-611(b) 24". f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, • and refreshment sales facilities shall be made accessible. 2-611(b) 26/ STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, / GYMNASIUMS a. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be m more ]than one location. 2-611(c) c. Ticket booths must be accessible from both sides. 2-611(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) 6. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-61l(c) Date.Jurisdictioh Prepared by t VALUATION AND PLAN CHECK FEE Bldg. Dept Esgil PLAN CHECK NO., BUILDING ADDRESS __ APPLICANT/CONTACT . BUILDING OCCUPANCY -7 PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION-CONTRACTOR PHONE BUILDING PORTION T-) ' Air Conditionine Commercial Residential Res. or Comm. Fire Surinklers Total Value BUILDING AREA <-! n 5^> ' - VALUATION MULTIPLIER r^ " ^ e @ @ VALUE :1^ 3"7±, ' / 1 * i ftf,S7>^ Building Permit Fee $ Plan Check Fee $ COM M E M T S • SHEET OF 12/87 City of Carlsbad DATE Jl Engineering Department BUILDING PLANCHECK CHECKLIST <39. PLANCHECK NO CB 92- BUILDING ADDRESS 1215 CARLSBAD- V/O/feE PROJECT DESCRIPTION' E/NJT-gCTQg REMODEL ASSESSOR'S PARCEL NUMBER f<3O-4tf*EST VALUE ENGINEERING DEPARTMENT APPROVAL The rtem you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submrttal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. 1 st CHECK By S.SPMFflEli Date 2nd CHECK By 3rd CHECK By Date Date. DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review -By By Date Date. By:.Date BY; FOR QFFICAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDINO PERMIT _____ _ DATS: ATTACHMENTS [H Dedication Application 0 Dedication Checklist D Improvement Application D Improvement Checklist CD Future Improvement Agreement D Grading Permit Application D Right of Way Permit Application D Sewer Fee Information Sheet CONTACT PERSON NAME ADDRESS PHONE P:\docs\chklst\bpOOOi frm REV 6/5/92 2O75 Las Paimas Dr • Carlsbad, CA 92OO9-1576 • (619) 438-1161 * FAX (619) 438-O894 BUILDING PLANCHECK CHECKLIST SITE PLAN 1stV 2ndv/ 3rd)/ D D .D 1 Provide a fully dimensioned site plan drawn to scale. Show A North Arrow D Property Lines Easements B Existing & Proposed Structures E Easements C Existing Street Improvements F Right-of-Way Width & Adjacent Streets D D D 2. Show on site plan, A Drainage Patterns _ C Existing Topography B Existing & Proposed Slopes D D U 3 Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure D D D 4 Include note "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)," [Per 1985 UBC2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5) D D D 5 Include on title sheet * A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include1 Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION P:\docs\chklst\bp0001.frm Page 1 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 1sti/ 2ndv/ 3rd%/ D D, D 6 Project does not comply with the following Engineering Conditions of approval for Project No Conditions were complied with by Date DEDICATION REQUIREMENTS D D 7. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 1840.030, Dedication required as follows \ Attached please find an application form and submittal checklist for the dedication process Provide the completed application form and the requirements on the checklist at the time of resubmittal Dedication completed by Date. IMPROVEMENT REQUIREMENTS D D CU 8a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18 40 040. Public improvements required as follows Please have a registered Civil Engineer prepare appropriate improvement plans and Submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit Attached please find an application form and submittal checklist for the public improvements requirements Provide the completed application form and the requirements on the checklist at the time of resubmittal Improvement Plans signed by Date: P \docs\chkJtt\bp0001.frm Page 2 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST D D D 8b Construction of the public improvements may be deferred pursuant to code Section 1840. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit Future public improvements required as follows Improvement Plans signed by Date._ D D D 8c Enclosed please find your Future Improvement Agreement Please return signed and notarized Agreement to the Engineering Department Future Improvement Agreement completed by Date D D D 8d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the Ctty Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D CD D 9a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) D D IZl 9b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached NOTE. The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date BUILDING PLANCHECK CHECKLIST P.\doc«\chkl«\bp0001.frm Page 3 of 4 REV 6/5/92 MISCELLANEOUS PERMITS El D D 10 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, trees, driveways A separate Right-of-Way permit issued by the Engineering Department is required for the following Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal D D D 11 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page D D D 12 INDUSTRIAL WASTE PERMIT is required Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit Industrial waste permit accepted by Date P:\dow\chklti\bp0001.trm Page 4 of 4 REV 6/5/92 CALCULATIONS WORKSHEET EDU CALCULATIONS: EDU's' APT CALCULATIONS ADT's ZONE FEE/EDU;. D 5 PUBLIC FACILITIES FEE D 6 SEWER FEES PERMIT No EDU's FEE/EDU . BENEFIT AREA- FEE: D 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) D 8 MELLO ROOS REMARKS J * FEES REQUIRED- WITHIN CFD D YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) ClNO D 1 PARK-IN-LIEU REE . PARK AREA- FEE/UNIT D 2.TRAFFIC IMPACT FEE ADTs FEE/ADT. D 3 BRIDGE AND THOROUGHFARE FEE ADT'S FEE/ADT D 4 FACILITIES MANAGEMENT FEE P \docs\chklrt\bp0001.frm REV 6/5/92 M \.-> A) a a a u. a. a. PLANNING CHECKLIST Plan Check No. 42- STff Address tZrf^ Planner VAN LYNCH Phone 438-1161 ext. ^325 (Name) APN. ^ Type of Project and Use Zone Legend _/* Management Zone / Item Complete [tern Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES NO X TYPE __ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action . Conditions of Approval * "" D D Discretionary Action Required:. YES NO £^ TYPE __ DATE:APPROVAVRESO, NO. PROJECT NO OTHER RELATED CASES: . Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval . D California Coastal Commission Permit Required: YES NO DATE OF APPROVAL: : San Diego Coasr 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 _; —. D D Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: OilDD DQ 2, Provide a fully dimensioned site plan drawn to scale. Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght-of-way width and dimensioned setbacks. s Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. EinD a'an a^a H'DD eaa ODD 3 Provide legal description of pr- perry. 4 " Provide assessor's parcel number Zoning: 1 Setbacks. jM6?P ^ Front: Required QfiJ Int. Side: Required ' Street Side: Required Rear: t Required ./ Ace ^T/^c-^^iT" ST tyfafi+tg' 2 Lot coverage- Required hJlCJrfkb& 3. Height: Required ^?J(**'&B 4. Parking: Spaces Required Guest Spaces Required Additional Comments - f , \* t f i <ExP Shown ^7 /O} Shown ^x/ *^S — Shown c^- 2cP " Shown ^/" Shown Shown Shown Shown OK TO ISSUE AND ENTERED APPROVAL,INTO COMPUTER DATE PLNCK.FRM City of Carlsbad 92139 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report Tuesday. July?, 1992 Reviewed by. Contact Name Ted Buchanan Address 529 Elm SteB City, State Carlsbad CA 92008 Bldg Dept. No. 92-595 Planning No. Job Name Fire Station #1 Job Address 1275 Carlsbad Village Ste or Bldg No. £3 Approved - The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided tn 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 D 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 1 st 2nd 3rd Other Agency ID CFD Job# 92139 File# 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 &M# I I "L, x -z-s-vio1 f 4;* 2*7, fit' Cv* I - , 1- , - RISA-2D (R) Version 2.01 Job Units Option : US Standard AISC Code Checks : No Shear Deformation: No P-Dolta Effects : No Redesign : No Edge Forces : No Node No 1 2 3 4 5 6 7 Material Label WOOD X-Coord Y-Coord \ r L j \ 1 1 / 0.00 0.00 8.00 2.00 16.00 4.00 24.00 6.00 32.00 4.00 40.00 2.00 43.00 0.00 Boundary Conditions X-dof Y-dof Rotation Temp. R R R ' R R E3ast,ic l>oisson' s Thermal Weight Modulus 1600.00 Section Database Label BM TIE I No Node 3 1 2 2 3 3 4 4 5 5 6 6 7 3 Shape J Node section 2 BM - 3 BM - 4 BM - 5 BM - 6 BM - 7 BM 5 TIE Ratio Coefficient Density {"I \tS./LLoJ 0,30000 0.65000 0.045 Matl. Area Moment of Set Inertia WOOD 46.00 678.000 WOOD 27.75 98.900 u/ r ; \ t* }o.oo 0.00o.oo o.oo 0.00 o.ooo.oo Yield Stress (Fy) V is.^1 ; 0.000 As y/y Coef 1.00 1.00 I Releases J End Offsets x y z x y z Sec Sway I ( -\ r\\ 1 1 J Length (-\r\\ (ft) 8.25 8.25 8.25 8. "25 8.25 8.25 16.00 RISA-2D {R} Version 2.01 Job Page Date r\ e. BLC No. Basn c Load Case Description Load Totals Nodal Point Dist. TOTAL LOAD Member Distributed Loads,BLC 1: TOTAL LOAD Memb No 1 2 3 4 5 6 I Node 1 2 3 4 5 6 LC No. 1 2 3 4 5 6 7 J Sta Node Dir Magni ( V I f\ 1\/ L2 y - 3 Y 4 Y - 5 Y - 6 Y - 7 Y Load Combination Description TOTAL GRAVITY r t t 0 0 0 0 0 0 t ude .216 .216 .216 .216 .216 .216 X Grav End Magnitude ( If 1 -f <r W \• \ 1\ / 1 1. , r ) -0.216 -0.216 -0.236 -0.216 -0.216 -0.216 Y Basic Grav 1 1 Start Location Loi _ f F t- \\ E u ) 0. 0. 0. 0. 0. 0. Load Case 2 3 000 000 000 000 000 000 Factors 4 5 End cation (ft) — 8.24i 8.24i 8.24) 8.24i 8.24i 8.24i W N S V 9 10 Load Combination is 1 Nodal Displacements TOTAL GRAVITY Node Global X -—(in) -0.00000 0.00053 0.15048 0.17042 0.39036 0.34031 Global Y — (in) 0.00000 -0.00000 -0.60339' -0.73394 -0.60339 -0.00000 Rotation —(rad) 0.00164 -0.00394 -0.00472 -0.00000 0.00472 0.00394 RISA-2D (R) Version 2.01 Job Page Date Node 7 Global X — {in) 0.34084 Global Y — (in) 0.00000 Load Combination is 1 Spring Reactions TOTAL GRAVITY Load Combination 3 s Member End Forces TOTAL GRAVITY Rotation -—Crad) -0.00164 Node 1 2 6 7 Totals Global X ( K \\ rv 1 0.00000 0.00000 0.00000 0.00000 0.00000 Global Y K i/ -0.68268 6.02611 6.02611 -0.68272 10.68682 Moment / V f t- \ —\ r\ L L / 0.00000 0.00000 0.00000 0.00000 0.00000 No 1 2 3 4 5 6 7 1 J 1 ~ 2-•i 4- 5- 6- 3- 2 3 4 5 6 7 5 Axia] i K\\ ]\ i — 0 0. 9. - 8. 0. -0. -9. T I?n r\ Shear t t7\ .. . 17 86 38 95 43 60 22 1 f\ / -0 3 -0 2 -1 2 0 .66 .46 .51 .24 .73 .39 .00 Moment (K-ft) -0 12 -8 2 -8 12 0 .00 .59 .79 .53 .79 .59 .00 AXD al — (K) 0.60 -0.43 -8.95 -9.38 -0.86 0.17 9.22 Shear — (K) 2 ~1 2 -0 3 -0 0 .39 .73 .24 .51 .46 .66 .00 Momcnl -(K-ft! -32, 8, — P 8. -12, -0. 0. ENVELOPE SOLUTION Member Section Forces Nodes No I J I-End 1 1- 2 A -0.17 -0.17 V -0.66 -0.66 M -0.00 -0.00 Ic- 1 1 1 1 1 1 Mem 1/4 <K,K-ft)- -0.27 -0.27 -1.09 -1.09 1.81 1.81 ber 1C 1 1 1 1 1 1 Quarter 1/2 (K,K-ft)- -0.38 -0.38 -1.53 -1.53 4.51 4.51 Points 1C IK, 1 1 1 1 1 3 3/4 K-f -0. -0. -1. — i 8. 8. t)- 49 49 96 96 10 10 Ic- 1 1 1 1 1 1 J-End -(K,K-ft)- -0.60 -0.60 -2.39 -2.39 12.59 12.59 1C RISA-2D (R) Version 2.01 Job Page A4- Date A&O £ot>u*v* ne Nodes No I J / 1V 1 2 2- 3 A V M 3 3- 4 A V M 4 4- 5 A V M 5 5- 6 A V M 6 6- 7 A V M 7 3- 5 A V M I-End<,K-f t)-: 0.86 0.86 3.46 3.46 12.59 12.59 9.38 9.38 -0.51 -0.51 -8.79 -8.79 8.95 8.95 2.24 2.24 2.53 2.53 0.43 0.43 -1.73 -1.73 -8.79 -8.79 -0.60 -0.60 2.39 2.39 12.59 12.59 -9.22 -9.22 0.00 0.00 0.00 0.00 Member Quarter Points 1/4 1/2 3/4 Ic- (K,K-f t)-lc- (K,K~f t)-lc- (K,K-f t) -I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 1 3 1 1 1 0.76 0.76 3.02 3.02 5.91 5.91 9.27 9.27 -0.94 -0.94 -7.29 -7.29 9.06 9.06 1.80 1.80 -1.63 -1.63 0.54 0.54 -2.16 -2.16 -4.78 -4.78 -0.49 -0.49 1.96 1.96 8.10 8.10 -9.22 -9.22 0.00 0.00 0.00 0.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.65 0.65 2.59 2.59 0.12 0.12 9.16 9.16 -1.37 -1.37 -4.91 -4.91 9.16 9.16 1.37 1.37 -4.91 -4.91 0.65 0.65 -2.59 -2.59 0.12 0.12 -0.38 -0.38 1.53 1.53 4.51 4.51 -9.22 -9.22 0.00 0.00 0.00 0.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.54 0.54 2.16 2.16 -4.78 -4.78 9.06 9.06 -1.80 -1.80 -1.63 -1.63 9.27 9.27 0.94 0.94^ — 7 ? 9 -7.29 0.76 0.76 -3.02 -3.02 5.91 5.91 -0.27 -0.27 1.09 1.09 1.81 1.81 -9.22 -9.22 0.00 0.00 0.00 0.00 J-End Lc-(K,K-ft)-l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.43 0.43 1.73 1.73 -8.79 -8.79 8.95 8.95 -2.24 -2.24 2.53 2.53 9.38 9.38 0.51 0.51 -8.79 -8.79 0.86 0.86 -3.46 -3.46 12.59 12.59 -0.17 -0.17 0.66 0.66 -0.00 -0.00 -9.22 -9.22 0.00 0.00 0.00 0.00 «r -/. i: I >4*10 fa.<£ A. 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Carter >- w TED A BUCHANAN, A I A Architecture • Planning 529-B Elm Avenue Carlsbad, California 92OOB 613 • 434 • 1 B24 27 April, 1992 Mr. Carter Darnell Building Permit Dept. T City of Carlsbad 2075 Las Palmas Drive Carlsbad,. CA 92009 re: Renovation ofFirestationNo. 1 Dear Mr. Darnell: .Please^ accept thi-s letter as a formal request to have the 'handicap requirements' "waived for the above referenced project. We feel that granting this waiver, for this project, is appropriate due to the existing physical requirements that firestation personnel must meet to qualify for the job. We recognize that there are certain public activities that do occur at this type of facility. We suggest that the limited areas where the public has access to the facility be designed and equipped to meet the existing 'handicap requirements'. These areas would in- clude the reception area, the corridor to the public toilet and the toilet room"itself. Thank* you for your consideration of this matter and. . . best regards, Ted A. Buchanan, AIA cc: Chuck Waiden encl.: floorplan blueprint 4/28/92 The elimination of and the addition of handicap requirements as outlined in this letter are approved and will be shown on the plans you are now preparing for plancheck. PAT KELLEY, BUILDING OFFICIAL r