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Home My WebLink About2051 PALOMAR AIRPORT RD; ; CB920445; Permiti U I L D I N G P E R M I T Permit No: CB9204'5 (:8/03/92 15:36 Project No: A9Z011t ?ag of .L Deveopment No: Job Address: 2051 PALOMAR AIRPORT RD Suite: Permit Type: MECI-ANICAL 8754 08/03/92 0001 01 02 parcel No: 213-050-39-00 Lot#: CPRMT 147200 Valuation: 160,600 Constructioc Type: NEW Occupancy Group: eference#: Status: ISSUE.) Description: ADD 2 1-.ANDLERS/7 EXHAUST FANS AppieLi: 05/0h/2 OTA' 7^V Ap:/Isu: 08/03/92 -al --'dated By: CD App/Ownr : HUGHES AIRCRAFT - 619 931-300C 2951 PALOMAR AIRPORT ROAD CARLSBAD, CA 92009. - - OWNER : TSUCHIYAMA AND HAINO Lic. 714 755 0565 2010 MAIN ST 450 IRVINE, CA fl74 - ** Fees Required Fee: CoI i & Credits Fees: 1,472.0U Adjustments: . Total Credit: Thta1 Fees: .00 'lance 1,472.00 Fee description \ ,Ørts 'FeeJnit Ext fee Data --------------------------------- Enter for Mechanical Is'"ee> ------------------------- 'Y' ' 'O', ( 15.00 Y Ir.sta Furn/Ducts - .0C 18.00 Each Install/Reloc A-line Vent 7 I.EO 31.50 Other > 107.00 1407.Oa PC/BP MECHANICAL TOTAL 0 1472.00 FINAL APPROVAL IN$2DATE '-- CLTAR'ANCE ',4.DA(.. ,S àO Oc /-1wcd-4AA1/C,4( ,440 7$UC/'€.'A *11/A/1T' e773 0=,flC#kA' PA7V& ,'G / m c'o ,4#a26,1CIA40F CARLSBAD ,S 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 7`~ PERMiT APPLICATION City of CarLsbad BuiLding Department 2075 Las Patinas Dr., Carlsbad, CA 92009 (619) 438-1161 S PERMrr -rYPE A - LI Commercial LI New Building U Tenant Improvement - Industrial U New Building M Tenant Improvement PLAN CHECK NO. 2- EST. VAL I PLAN CE DEPOSIT_______________ VALID. BY DATE C - a Residential 0 Apartment a Condo U Single Family Dwelling a Addition/Alteration 0 Duplex 0 Demolition U Relocation U Mobile Home 0 Electrical 0 Plumbing U Mechanical 0 Pool 0 Spa U Retaining Wall 0 Solar a Other. FOR OFFICE USE ONLY iauress isunuing or suite NO. 2051 Palomar Airport Road Bldg. #735, Carlsbad, California Nearest Cross Street Yarrow Drive LEGAL DESCRIPTION thE No. Subdivision Namn/Number Unit No. Phase No. CHECK BELOW IF SUBMIT lED: 02 Energy Calcs 02 Structural Calcs 02 Soils Report 01 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK Addition of (2) Air Handlers, (7) Exhaust Fans and misc. supply, exhaust, and vent ductwork and water, air cnd vacuum piping. SQ.FT. 31,000 #OFSTORIES 2 U.JN is Pr.HJN (ii aiflerent from applicant) NAME ADDRESS Ar4t, A4a pt_i ~s$-l-- CITY STATE ZIP CODE DAY TELEPHONE APPLICANT UCONIRAC1UR Li AGENT FOR WNTRA(JIUK NAME Tsuchiyaiiui & Kaino ADDRESS LIOWNER LIAGENI FOR OWNER 2010 Main Stet, Suite 450 CITY Irvine STATE CA ZIP CODE 92714 DAY TELEPHONE (714) 756-0565 PROPERTY OWNER NAME Hughes ADDRESS 2051 Palomar Airport Road CITY Carlsbad STATE CA ZIP CODE 92009 DAY TELEPHONE (619) 931-3000 WNTRACTOR NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # DESIGNER NAME ADDRESS Tsuchiyama & Kaino 2010 Main Street, Suite 450 CITY Irvine STATE CA ZIP CODE 92714 DAY TELEPHONE(714) 756-0565SrATE UC. # WORKERS' WMPENSA11ON Workers' Compensation Declaration: I hereby allirm that I have a certificate of consent to sell-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, lab. Q. INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate or 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 OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following 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.). o 1, 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). I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 13 YES C* NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? XYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES NO IF ANY OF ThE ANSWERS ARE YES A1INAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY], 1989 UNLESS THE APPLiCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE MR POLLUTION CONTROL DISTRICT. WNSI1ilJCI1ON LENDING AtiENCY 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 I 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 LIABILITIES, JUDGMEN'LS, COSTS AND EXPENSES WHICII MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF liDS PERMIT. OSHA: An OSHA permit is required for excavations over 5,0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform)luild)ng Code). PJ)óVS SIGNATUE DATE: V CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920445 FOR 08/25/92 INSPECTOR AREA MC DESCRIPTION: ADD 2 HANDLERS/7 EXHAUST FANS PLANCK# CB920445 CORR & STAIR ENCLOSURE 0CC GRP TYPE: MECH CONSTR. TYPE NEW JOB ADDRESS: 2051 PALOMAR AIRPORT RD STR: FL: STE: APPLICANT: HUGHES AIRCRAFT PHONE: 619 931-3000 CONTRACTOR: PHONE: OWNER: TSUCHIYAMA AND KAINO PHONE: 714 756 0565 REMARKS: MH/MONTE/586-2295 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS CB880652 MISC EXPIRED WDP02018 WDP ISSUED CB920396 ELEC ISSUED CB920559 ITI ISSUED A5920048 ASTI ISSUED AS920052 ASTI ISSUED A5920054 ASTI ISSUED CB920810 PLUM ISSUED CD LVL DESCRIPTION ACT COMMENTS Final Structural Final Electrical Aj Dv.' ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 081292 Frame/Steel/Bolting/Welding CO MPC SEE INSP NOTES 081292 Rough/Topout CO MPC SEE INSP NOTES 081292 Rough/Ducts/Dampers P1 MPC SEE INSP NOTES 081192 Rough Electric P1 MPC CO/SEE INSP NOTES 081192 Rough/Ducts/Dampers P1 MPC CIRCUIT CARD RM 081092 Rough/Ducts/Dampers P1 MPC SEE INSP NOTES 080792 Rough/Topout P1 MPC SEE INSP NOTES AUG-25-92, 25 1.91 SK -r STRUCTURAL ENG PO2 F SKr OCt.U01 Eig .M 7Ur'rr,vPkwy - 6u A201 . L~vIma CA 971 . (71) 727-970 .. August 25, 1992 City of Carlsbad Building and Safety 2075 Las Palmas Carlsbad, CA. 92009 Re: Hughes ISD, Tenant Improvements, Plan Check No. 92-445. To whom it may concern; - - - -•- -• On August 24, 1992, a visit was made to the above referenced site to review the work in progress for compliance with the structural construction documents. During this review the following areas were observed: Additional framing added to existing mezzanine at grid line 3 and E.5 for new mechanical duct work. New 2 X 12's were added per plans. Existing roof framing between grids 3 & 4 at E.5, verified that the members were 3-1/8" glulam purilns and not 4 X solid sawn pieces. Therefore, per the construction documents, no additional strengthening was required. New mechanical unit platforms on the existing roof between lines 3 & 7 and grids E to F. As the wood platforms were already roofed over their framing method could not be verified, however, the minimum heights required at the curb was checked and found to be within the limits established in the drawings. it is apparent that the applicable detail was followed In this regard. The raised steel platform was also reviewed and appears to be per plans. Based upon the observations mentioned above, we feel that the work completed is in compliance with the structural construction documents. Should you have any questions, or require further clarification of any Issue, please do not hesitate to call. t7 Iy yours, RodG, New, SE - INDUSTRIAL PRODUCTS DIVISION Industrial Electronics Group August 18, 1992 Mr. Mer P. Camero Building Inspector Building Department City of Carlsbad Carlsbad, CA. 92009 -4— Ref: Plan Check #92-445 Dear Mr. Camero, I hereby acknowledge that the General Contractor, Saf fell and McAdam, Inc. has installed building underground and above ground plumbing and piping systems in compliance with applicable sections of uniform plumbing code pertaining to materials selection, installation and testing procedures, city approved construction design documents and specifications Thank you. Sincerely, x 2 JJ- - Kasi Ramakrishnan P.E. Sr. Facilities Engineer cc: John Ozurovich Facilities Manager kt~1 ILai1f NO M026258 as EXR I 1! OF C Hughes Aircraft Company 2051 Palomar Airport Rd Carlsbad, CA 92009 (619) 931-3000 • T'NX/TLX: 910-322-1393 CITY OF CARLSBAD INSPECTION REQUEST - PERNIT# CB920445 FOR 08/24/92 INSPECTOR AREA MC DESCRIPTION: ADD 2 HANDLERS/7 EXHAUST FANS PLANCK# CB920445 0CC GRP TYPE: MECH CONSTR. TYPE NEW JOB ADDRESS: 2051 PALOMAR AIRPORT RD STR: FL: STE: APPLICANT: HUGHES AIRCRAFT PHONE: 619 931-3000 CONTRACTOR: PHONE: OWNER: TSUCHIYANA AND KAINO PHONE: 714 756 0565 REMARKS: MH/MONTE/586-2295 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE CB880652 MISC WDP02018 WDP CB920396 ELEC CB920559 ITI A5920048 ASTI A5920052 ASTI A5920054 ASTI CB920810 PLUM STATUS EXPIRED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 39 EL Final Electrical %m.(4O AjJC/. - TI4& - 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE 081292 081292 081292 081192 081192 081092 080792 DESCRIPTION Frame/Steel/Bolting/Welding Rough/Topout Rough/Ducts/ Dampers Rough Electric Rough/Ducts/Dampers Rough/Ducts/ Dampers Rough/Topout ACT INSP COMMENTS CO MPC SEE INSP NOTES CO MPC SEE INSP NOTES P1 MPC SEE INSP NOTES P1 MPC CO/SEE INSP NOTES P1 MPC CIRCUIT CARD RN P1 MPC SEE INSP NOTES P1 MPC SEE INSP NOTES BUILDING PERMIT Permit No 446 07/27/92 13:58 Project No. A9201187 Page 1 of 1 Development No: Job Address: 2051 PALOMAR AIRPORT RD Suite: Permit Type: ELECTRICAL Parcel No: 213-050-39-00 Lot#: Valuation: 0 Construction Type: NEW Occupancy Group: Reference#: Description: 3000 AMP SWITCHBOARD, RACEWAYS : BLDG 735 COMBINED WITH 920445 Appl/Ownr : FREDERICK BROWN ASSOC 714 852 3420 IRVINE AV STE 200 NEWPORT BEACH CA 92660 Status: Applied: Apr/Issue: Validated By: 9995 PENDING 05/06/92 DI *** Fees Required *** *** Fees Collected & Credits Fees: 3,010.00 Adjustments: .00 Total Credits: .00 Total Fees: 3,010.00 Total Payments: .00 Balance Due: 3,010.00 Fee description Units Fee/Unit Ext fee Data Enter "Y" for Electric Issue Fee > 0 10.00 Y Three Phase 480 Per AMP > 3000 1.00 3000.00 * ELECTRICAL TOTAL 0 3010.00 VOl FINAL BUILDING INSPECTION RECEIVED G DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920445 DATE: 08/25/92 PERNIT#: CB920445 PERMIT TYPE: MECH PROJECT NAME: ADD 2 HANDLERS/7 EXHAUST FANS CORR & STAIR ENCLOSURE ADDRESS: 2051 PALOMAR AIRPORT RD CONTACT PERSON/PHONE#: MONTY/BEEPER 714-568-2295 SEWER DIST: CA WATER DIST: CA ------------------------------------------------------------ INSPECTED DATE 4 BY: INSPECTED: 3b/43 APPROVED DISAPPROVED - INSPECTED U DATE BY: INSPECTED: APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: W.,..t..aa. &-. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 7 Z - APPLICANT DItTI JURISDICTION: C,4,'.s flPLAN CHECK - OFILE COPY PLAN CHECK NO: 7 SET: [J-UPS ( PROJECT ADDRESS: ,4 A 10 On -71? DDESIGNER PROJECT NAME: 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 LI with the jurisdiction's b.lding codes when minor deficien- cies identified are resolved and checked by building department staff. E The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected - and resubmitted for a complete recheck. D 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. LI 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. LI Esgil staff did advise applicant that the plan check has been completed. Person contacted:_______________________ Date contacted: Telephone #________________ 11 REMARKS: By:________ Enclosures:______________________ ESGIL COR - OGA 0cM Date _____ Jurisdiction CARLSBAD prepared by* o Bldg. Dept. ~074 VALUATION AND PLAN CHECK FEE 0 Esgi]. PLAN CHECK NO 2-gv 51,04W~9~ BUILDING ADDRESS -o5/ P,c-O.,4' APPLICANT/CONTACT C.i YAi'4#4/sJ'HONE NO. 7' - BUILDING OCCUPANCY P DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE E51, V4- -- -- 4 L/ __- .1 .•.•' Air Conditionir ------------------- Commercial - - Residential Res. or Comm. -Fire Sprinklers Total Value Buildind Permit Fee $_ $71, o Plan Check Fee $ COtiMCNTS SHEET OF '. .. - ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 ()_5&O- 1468 DATE: - 2 [J-APPLICANT C ,, SDI JURISDICTION: []FILE COPY PLAN CHECK NO: 9z- oups ODESIGNER PROJECT ADDRESS: 2 PROJECT NAME: 114Cs //0 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- cs identified are resoied 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. 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 check list has been sent to: Y#4-i4 o/O A14,stj Si' &rr 9ç0 97i'—J GO Esgil staff did not advise the applicant contact person that - plan check has been completd. D Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # D REMARKS: By: 64601 AgA,"ce',t Enclosures:___________________ ESGIL CORPORATION IGA 00 CM PROJECT DATA OCCUPANCY: -P BUILDING USE: frl'4'..J rwrr DRovD PLAN CEECK NO.: 92— 4/ q 5 ..ZZ' Date plans received by jurisdiction: JURISDICrION: CARISB.1D Date plans received by Esgil Corporation: TO: ' Date initial plan check completed: /, 9 Z Z.. By: 2 1 A c! Applicant contact person: C#?' YA F .0 0 Tel.( 7/'7') 7 5 6 -6 5r-5- FOREWORD: PLEAS! READ TYPE OF CONSDCrION: or Je. Al ACTUAL ARE&:f_18 7 '6 5-9. ALLOWABLE AREA:t STORIES: 2 SPRINKLERS: OCCUPANT LOAD:______________ 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 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), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sneed un the recheck process, note on this list for a copy) where each correction item has been addressed, i.e., plan sheet, snecification, etc. Be sure to enclose the marked up list when you submit the revised plans. :f' 1it1y_ :. (.)u;:4 ')' )UW)!.! LIST NO. 56 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC EKGY ZONE DATA OR POLICY SUPPT17S, 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 p208, San Diego, CA 92123, (619) 560-1468. 20 please cake 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 jurisdicticrt's building department. Indicate on the Title Sheet 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 cust 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. Busingss and Professions Code. Provide the correct address and suite number of '-i-' 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 '7 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. ((12) )Provide a note on the plans indicating if any \./'hazardous materials will be stored ad/or used within the building which exceed the qua nIes listed in UBC Tab 'es 9-A and 9-B. C PI &- '7' 5 —70#''t '5 5 ,1'C(4) .) (,)1A 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 cake 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(1). i'14 )If control areas are used for exceeding the ,,5 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. (9exceed The number of control areas within a building used for retail/wholesale stores shall not two; the number o(-' control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. Smaterials The aggregate quantity of any hazardous "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. 18. 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. 21. Specify on the plans the fire ratings of assemblies to protect proposed openings in existing or new fire walls. ,L/v .10 cA?C? 4....5' 67d;'#q,cc 24'O g At-So 54,cd7S '-/ /cz.. ,,, Acr. '-I ____ - Sigi 4, it,ia,j ç (tog, . 5/ Section 3305(g), Exception S 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. If non-rated corridors are used per Section / 3305(g), Exc. 5, provide a reference to the corridors on the floor plan, noting: Corridors are non-rated per Section 3305(g), Exception 5. Smoke detection system must be listed by the State Fire Marshall and be a supervised low voltage system. Smoke detectors shall be maximum 30' on center. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly marked FIRE- ALLAM CIRCUIT CONTROL, with a lock-on device. If a tenant space utilizes Section 3305(g), Excepticn 5, tln that tenant space shall be separated from adjacent spaces by a demising wall constructed as for a one-hour corridor wall. . Clearly show where the non-ra'ted corridor 7 system terminates and a rated corridor system commences. One-hour fire-rated corridors shall have 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). Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. 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, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h). 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). 65 Show the location of fire darnpers. Provide fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor walls and ceilings. Section 6306(j). fa room with an exhaust fan has a door pening into a rated corridor, show how make-p 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 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. If a second door is provided at the elevator entry, note that it will be readily openable from the car side without da key, tool or special knowledge or effort. Section 5106. Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). When nonflammable supply cylinders for medical gas systems are located inside buildings, they shall be in a separate room or enclosure separated from the rest of the building by not less than one-hour fire-resistive construction. Doors to the room or enclosure shall be self-closing smoke- and draft-control assemblies having a fire-protection rating of not less than one hour. Rooms shall have at least one exterior wall in which there are not less than two vents of not less than 36 square inches in area. One vent shall be within 6 inches of the floor and one shall be within 6 inches of the ceiling. When an exterior wall cannot be provided for the room, automatic sprinklers shall be installed within the room and the room shall be vented to the exterior through ducting contained within a one-hour- rated shaft enclosure. Approved mechanical ventilation shall provide six air changes per hour for the room. Section 702(b)4. 6/13/90 5 ELECTRICAL PLAN CORRECTION SHEET MCAL, pznBn;, Emm, -. -. PLAs awamoN y r juRisincrlot:~,qg & S &4 0 3 m GIM ADAMFX PLAN z : _6"' 574 4 2Z pz.ii ui: Cl 7/1 -1(24 604 oe Z- V i- A- 6 U Ai 7 0 r HA '* it IO 5 / , . s 4Ac. 7 a 5 c /3 . .- 0 C) ,O Pd d4s 44 " -Id 5, , / OOL - e Iva 1w ,4#uc I OA-) Ti'c A io, , c. a M.1 -CAS reie 7, 4Jyj - 4S ,: u ,' .'44 s 4,ou ko AS /4iSS #1 I SA'O ) , L (.. 4? 7'#U 4 -f ,4 'J A oc7'QJ /S'4J Z,ci-i1' O'. -U Ale C~ 51 Ai a IC9 0 ei7t 0 i_-4pu j 7cr. i Ld CO& ,4ei Vi'-J Y c r'Pi e. )A e.. 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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 El identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Ug The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. U 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: c'i,Y'"i#4 fI'4M.ø/_2o/ø _-t4,u Sr_Sc,ra VOp. 9z7/Q IV Esgil staff didnot 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: Telephone #(7/4')_75 04;5 U REMARKS: By: Enclosures: ESGIL CORPORATION GA K CM PLAN CORRECTION sHK1cr T IMPROVEMENT PLAN CHECK No.: 92- '/ V 5 1-7 Date plans received by jurisdiction: JURISDICTION:CARLSBAD Date plans received by Esgil Corporation: TO: -k d. H 1 )'41 P1 ft /k4,.dl_, a '010 Sr.S,if 'f6;0 9z 71,V Date initial plan check completed: S1181 2 Z- By: c PROJECT DATA Applicant contact person: OCCUPANCY: P Tel.7/Vii 7565 '65- BUILDING USE: friA AJ eA deA C. 7" TYPE OF (X)NSTRUCTION:_________________________ ACTUAL AREA: AUABLE AREA:________ BKl: SPRINKLERS: eo OCCUPANT LQAD:_________________________________ 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 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), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To Sneed 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 submittherevisedplans. NOTE: PACE NIB4BRES ARE NOT IN SJENCE AS PACES HAVING NO I334S NEEDING CORRECTIONS WERE LIST NO. 56 CARLSBAD 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. 2 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 Sheet 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 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. 6 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. 11 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. 12. 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). G 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. 15 The number of control areas within a building 0 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 G 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. 18. 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. - 21. Specify on the plans the fire ratings of 0 assemblies to protect proposed openings in existing or new fire walls. 7/10/91 2 Identify existing walls to be removed, existing 71. In buildings having floors and roofs of wood walls to remain and proposed new walls. / frame construction, other than dwelling or Identify bearing walls, non-bearing walls, and hotel occupancies, draft stop the area between shear walls, the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no 23. 0 Provide a section view of all new interior horizontal dimension exceeds 60 L.F. (if space partitions. Show: has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). Type, size and spacing of studs. Indicate gauge for metal studs. Specify 3$'. In buildings having floors and roofs of wood manufacturer and approval number or frame construction, other than dwelling or indicate "to be ICB0 approved", hotel occupancies, draft stop the area between Method of attaching top and bottom plates the ceiling and roof above so that no to structure. (NOTE: Top of partition concealed space exceeds 3,000 s.f. and no must be secured to roof or floor framing, horizontal dimension exceeds 60 L.F. (if space unless suspended ceiling has been designed has sprinklers, then 9,000 s.f. and 100 L.F.). for partition lateral load). Section 2516(f). Wall sheathing material and details of attachment (size and spacing of $. Storage areas exceeding 1000 sq. ft. in fasteners). / connection with wholesale or retail sales Show height of partition and suspended shall be separated from the public area by a ceiling, and height from floor to roof one-hour occupancy separation. If the entire framing or floor framing. building has an automatic sprinkler system, then the occupancy separation need not be 24. Provide notes and/or details to show that the provided. floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent )ø. An automatic sprinkler system shall be material extending five inches up the wall. I installed in rooms used by the occupants for Similar surfacing shall be provided on the the consumption of alcohol and in accessory walls from the floor to a height of 4 feet uses where the total area of such unseparated around urinals and within water closet rooms and assembly uses exceeds 5000 square compartments. Section 510(b). feet. Section 3802(c). () Note on the plans: "All interior finishes must S1. The tenant space and new and/or existing comply with Chapter 42 of the IJBC". Specify facilities serving the remodeled area must be "Class flame spread rating (minimum) accessible to and functional for the for ." physically disabled. See the attached correction sheet. Title 24, Part 2. 26. Lateral bracing for suspended ce 0 iling must be provided. (UBC Table 23-P) Where ceiling is The width of the required level area on the not supporting interior partitions, ceiling side into which doors swing shall extend 24 bracing shall be provided by four No. 12 gauge inches past the strike edge for exterior doors wires secured to the main runner within 2 and 18 inches past the strike edge for inches of the cross runner intersection and interior doors. Section 2-3304, Title 24. splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the Specify lever-type hardware for passage doors ceiling. A strut (adequate to resist the on floors accessible to the disabled. Section vertical component from lateral loads) fastened 2-3304, Title 24. to the main runner shall be extended to and fastened to the structural members of the roof $. If both sexes will be employed and the number or floor above. These horizontal restraint 7 of employees exceeds four, provide separate points shall be placed 12 feet o.c. in both toilet facilities for men and women. If "both directions with the first point within 6 feet sexes will be employed and the total number of of each wall. Attachment of restraint wires to employees will not exceed four", and only one the structure above shall be adequate for the restroom is provided, note the words in load imposed. UBC Standard 47-18. quotation above on the floor plan. Section 705. In areas where the occupant load exceeds two exits are required. See________________ Table 33-A. 2/15/90 3 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. If non-rated corridors are used per Section / 3305(g), Exc. 5, provide a reference to the corridors on the floor plan, noting: Corridors are non-rated per Section 3305(g), Exception 5. Smoke detection system must be listed by the State Fire Marshall and be a supervised low voltage system. Smoke detectors shall be maximum 30' on center. 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), Exception 5, then that tenant space shall be separated from adjacent spaces by a demising wall constructed as for a one-hour corridor wall. Clearly show where the non-ra'ted corridor 7 system terminates and a rated corridor system commences. One-hour fire-rated corridors shall have 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). Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. 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, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h). 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). 65 Show the location of fire dampers. Provide fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor walls and ceilings. Section 4306(j). () If a room with an exhaust fan has a door 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)1. 1010, If building exceeds two stories and has an 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. If a second door is provided at the elevator entry, note that it will be readily openable from the car side without a key, tool or special knowledge or effort. Section 5106. Y Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). ø'. When nonflammable supply cylinders for medical gas systems are located inside buildings, they shall be in a separate room or enclosure separated from the rest of the building by not less than one-hour fire-resistive construction. Doors to the room or enclosure shall be self-closing smoke- and draft-control assemblies having a fire-protection rating of not less than one hour. Rooms shall have at least one exterior wall in which there are not less than two vents of not less than 36 square inches in area. One vent shall be within 6 inches of the floor and one shall be within 6 inches of the ceiling. When an exterior wall cannot be provided for the room, automatic sprinklers shall be installed within the room and the room shall be vented to the exterior through ducting contained within a one-hour- rated shaft enclosure. Approved mechanical ventilation shall provide six air changes per hour for the room. Section 702(b)4. 6/13/90 5 FLICAL ET* 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. SIT, 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. 4'. Provide an electrical plan for the alarm system / showing compliance with criteria described under earlier correction number 58. 2'. Provide mechanical ventilation in all rooms I 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. p4. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. . Detail access and working clearances to HVAC equipment. 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). PLUThG Provide drain, waste and vent plans. 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). Show P & I valve on water heater and detail / drain line route from P & I valve to the exterior. UPC Section 1007(e). Show 1/4" per 12" slope on drain and waste lines. UPC Section 407. Provide a drinking fountain at each floor level in assembly occupancies (except drinking and dining establishments). UBC Section 605. 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). om'gy 95. Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. 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 SUPPL1T Floor drains must have auto-prime (City Policy). A grease interceptor is required. Show details complying with City Policy 83-34. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). Condensate drains must connect to a wet trap (dry traps are not permitted). (Memo 1/14/83). Provide gas line plans and calculations, 101. Show fans are duct type; City Policy does not showing pipe lengths and gas demands. UPC permit ductless fans. Section /L(.O1'# g)0$70'Jf 41AJ€rc4. 1/23/92 6 Romex is not permitted in industrial or commercial buildings. (City Policy) l3<'No wiring is permitted on the roof of a P building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) 10 . All roof-mounted equipment shall be concealed ,from view. Provide structural detailing for the screening. All panel boards shall have a minimum 100 amp rating or approved by the Building Official. l. The minimum rating of a service disconnect is ' 100 amperes. The minimum size conductor to receptacles and lighting fixtures in commercial and industrial buildings shall be #12 Cu. 108. AC(BX) cable is not allowed in group A, B, E, H and I occupancies. (see Ord. for exception) 19(. Only tank-type water closets that use an 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. MISCELLANJS 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. 112 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. es No NOTE: The following provisions are contained in Title 21e, 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. S-l. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more 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 walls 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). Section 1807 should be reviewed for all high- rise buildings. 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. S-i. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. 1/23/92 7 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__________________ dA/ at Esgil Corporation Thank you. Enclosures: 4) /0Aoci'i( d063/,s ;,t '-/#4oc cISf, as /&, Al1A) ,4iuiô O) A &-i d IZA.) c,' 4&, &. Ja -' L7as,c.o 1) dA 4. V '4) 4J6 7 /3 7; 4 OAIU S 7'4r4, X7 45Yfl'04 S Vs T d-1-7 A j e ki OW !X41#44S7 ,44J AU fo 1/23/92 8 JuiIsnIcrIo: s boA 92-4 PLA2( Q: CHUCXMDTw.r. Submit complete electrical plans 7 reflecting the full extent of work to be performed, including but not limited to the following as applicable. - ,2 Submit complete service and feeder one- line diagram. N= 215-S. Show :the Available Fault Current (Isc) from the Utility Co. and at equipment where the Isc exceeds 10,000 amps. G Show the ampere interrupting capacity (AIC) ratings of service and subscrvice equipment. NEC 110-9, 230-65. G Show the method used to limit fault current: to 10,000 amps on branch circuits. Show fuse letters if used (i.e., JJN,A3T,I_PH). Show fuse/breaker size(s). 240-6. Show each building disconnecting means. 2.30-84. Show conduit and wire sizes. Specify wire type (AL or CU) and / insulation (i.e.'M'N). MM A= 310. Show the approximate length of feeders. Show the grounding system- required for / each building, structure, or service. XEC 2.50-24, 80(a), 81(c). )transformer Show the "nearest electrode" used for each secondary ground system (i.e., bldg. steel, cold water pipe). NEC 250- 26(c). SEE. E -c E-'2. Show the grounding elcctodc conductor size and wire type (AL/Cu). MC 2.50-96. yt Submit load calculations. Include long continuous loads (I_CL) and largest motor loads. NECMa 220. Show/Identify new loads proposed for the existing equipment. Indicate main service size and total load. Specify wiring methods (i.e., IhT, Metal / Conduit). PAZ: I i. S:I Show location of Service(s). I 110-16, 230-2. Specify dimensions of equipment rated 1200 amps or more. h= 110-16(c). Provide the required access and entrance to working space for equipment rated 1200 amps or more and over 6 feet wide. XSC 110-16(c). 21. Show location of all panels, load centers, switchboards, and transformers. ?MC 110-16, 240-2'., 300-21. £(E .iØcj S22. Provide the required working space about lectrical equipment. • 110-16. CLu 4/ Ct..EPR.. .o TPL '/s ,Submit complete panel schedule(s). 24.- Provide --overcurrent --protection on the secondary side of transformers. 2C 240- 21 Er., 384-16(d). 25. Provide required transformer ventilation. NEC450-9. X Provide receptacle(s) within 25 feet of f EVAC equipment. UHC 509. Provide the required 20 amp 1200 VA.sga 7 circuit(s) and receptacle(s). ZC 600- 6(b)(c). Provide "uniform" pattern lighting within sight of multiple switch lighting control:. CAC Title 26, 5319. Where the exit system serves a total / occupant load of: a)50 or more. Show exit signs on lighting plan(s) at all required exits and specify either self luminous or second power source (battery or generator). MM 700-16/UBC 3316. b)loo or more. Provide mm. 1. ft. candle at floor level of emergency (exit) illumination and specify second power source (battery or generatory. NEC700- 16/tJC 3313. &30. 2;~oj speed up the recheck process.noteon this list (or n copv) where each correction_iti'mh ,bc'nuidrnsstd.i.o._- plan sheet, specification, etc. Besire to enclose the markedup when you submit the revised pLns. ?-' FM ._"T A 17 F"\ Any questions on electrical corrections please contact the plan checker shown above at £sgilCorporatj at (619) 560-1463. Thank you. 10/08/91 DISABLED ACCESS REQUIREMENTS FOR REMODELS (including alterations, structural repairs, additions, tenant improvements and occupancy changes) A. GENERAL Full access compliance is required for remodels including: 1. Path of travel to remodeled area. Parking Walks Hazards Curb Ramps Ramps Elevators 2. Primary entrance to remodeled area. Entrances Exit Doors 3. Sanitary facilities serving remodeled area. 4. Drinking fountains and telephones serving remodeled area. B. REMODELS LESS THAN $72.435 When remodels are valued at less than $72,435 access compliance may be limited to the specific area being remodeled when an unreasonable hardship is determined by the enforcing agency. Staff determination of unreasonable hardship shall be made on Form HCA-1, which shall be filed in the project file. When the required work outside of the remodeled area (l.a through l.f above) exceeds 10% of the cost of the work to be done in the remodeled area, an unreasonable hardship shall be found to exist (criteria is staff guideline). The unreasonable hardship finding may be by observation when obvious. Form HCA-1 should describe the obvious. C. REMODELS $72.435 AND HIGHER When remodels are valued over $72,435 and specific access requirements cannot be met: The law allows equivalent facilities to be accepted if strict compliance with the regulations would create an unreasonable hardship. Access cannot be waived unless there are physical or legal barriers that prevent providing either full access compliance or equivalent facilitation compliance. When both access and equivalent facilitation are waived by the enforcement official, ratification is required by an Appeals Board. D. MULTI-FLOOR REMODELS: Exceptions and exemptions Provisions for Upper and Lower floors: The Health and Safety Code Section 19955.5 says that, "In privately- funded multi-storied passenger vehicle service stations, shopping centers, offices of physicians and surgeons, and office buildings, subject to this code, floors or levels above and below the first floor or ground level are exempt from these requirements if a ramp or elevator is not available to provide public access to such floors or levels." Health and Safety Code Section 19956 says that, "In privately-funded multi-storied buildings, floors or levels above the first floor or ground level are exempt from these requirements if a reasonable portion of all facilities and accommodations normally sought and used by the public in such a building are accessible to and usable by disabled persons." D:\general\disabled.req TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction Plan Check No. References to section numbers with prefix 112" are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix 113" is for Part 3 (California Electrical Code). Prefix 115" is for Part 5 (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 1. HANDICAPPED PARKING SPACES Provide handicapped spaes. 2-7102(b) 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.x18 ft. with adjacent marked 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. 2-7102(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) If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) Surface is to be slip resistant and a contrasting finish from adjacent sidewalk. 2-7103(f) Border markings shall be 12" wide of 1/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) 3. 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 6011x60" level area is required when the gate swings toward the walk. 2-3325(e) A 481lx44" 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) 4. 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 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.1) Landings are required at top and bottom of ramps. 2-3301(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" minimum. 2-3307(d.1) When door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.1.) 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 3011-34" 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.1) S. SPECIAL ACCESS LIFTS 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) 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 (6011x60") at each level for access to the lift. 2-5107(a) 6. 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 maximum 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) ENEWICES AND CIR]LAII0I 7. ENTRANCES, 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) C. 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 44" 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(i.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(1.4) 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. 2-3301e(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 48" 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(1.1) m. For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. 8. FLOORS a. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pedal access lifts. 2-522(e) 9. STAIRWAYS NOTE: Only applies 'where disabled access is provided or required to other levels. Treads shall have smooth, rounded exposed 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 1-1/4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j.1) 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. 10. ELEVATORS 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 5411, 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) J.p i,'4u 11. 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" minimum'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 44" clear depth in opposite direction of door swing. 2-511.1(a) 12. MULTIPLE ACCOMMODATION TOILET 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" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.1(a) 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. 2-511.1(a) Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self-closing. 2-511.1(a) 13. SINGLE ACCOMMODATION 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 48". 2-511.1(a) In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511.1(a) 14. 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 moilhting support shall be able to withstand 250 lbs./ft. in bending, shear and tension. 2-511.1(a) 15. WATER 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 4411 above the floor. 5-1502 The force required to activate controls shall be no greater than 5 pounds force. 5-1502 16. 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 44" maximum above floor. 5-1503(b) Provide 30" x 48" clear floor space for forward approach. 2-511.1(b) 17. 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 maximum 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) 18. TOILET 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. SANITARY 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) 20. BATHING FACILITIES One such facility shall comply when provided for the public, clients or employees. 2-511.1(a) Shower compartment shall be 42" wide, 48" deep, with a 36" wide entrance. 2-511.1(a) 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. - 21. DRINKING FOUNTAIN a. Drinking fountains shall be within alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511.1(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: 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 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. 2-511c and 5-1507. 22. PUBLIC TELEPHONE Provide space 30" x 48" for forward or parallel approach to telephone. 2-511.1(d) Note on the plans that public telephone shall conform to requirements of Sec. 2-511.1(d). 23. ELECTRICAL REQUIREMENTS 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) 24. PLUMBING REQUIRfl4 ENT S a. 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 25. AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-611(b) 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(b) Each wheelchair space shall be 60" x 30" and level. 2-611(b) When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(b) This structure requires seats for semi-ambulant persons. Clear leg space shall be at least 24". 2-611(b) 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 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) When the seating capacity exceeds 300, the wheelchair spaces shall be-in more than one location. 2-611(c) Ticket booths must be accessible from both sides. 2-611(c) Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-611(c) 27. DINING, BANQUET AND BAR FACILITIES Access shall be provided at primary entrances. 2-611(d) Wheelchair access shall be provided to all areas where each type of functional activity occurs. 2-611(d) This facility requires ______________ wheelchair seating spaces. 2-611(d) At least one wheelchair seating space shall be provided for each dining, banquet and bar area. 2-611(d) Access to wheelchair seating spaces shall be provided by 36" minimum clear width main aisles. 2-611(d) Cafeteria line aisles shall be a minimum of 36" clear width. 2-611(d) Access to food preparation areas shall comply with provisions for entrance doors and doorways contained, in Section 2-33014. 2-611(d) Restrooms and powder rooms shall conform to the requirements in Section 2-511. 2-611(d) 28. RELIGIOUS FACILITIES Sanctuary areas shall be accessible. 2- 611(e) Provide wheelchair seating spaces in the sanctuary. Use Section 2- 611(b). 2-611(e) Provide wheelchair access to raised platforms, choir rooms, choir lofts, performing areas and other similar areas. 2-611(e) Assembly areas along with enclosed and unenclosed platforms and stages shall be made accessible. 2-611(e) Sanitary facilities shall con1orm to the requirements of Chapter 2-5. 2-611(e) 29. ASSISTIVE-LISIENING DEVICES Assembly areas with permanently installed public address systems (other than exclusively for paging or background music), shall' provide assistive-listening systems for people with hearing impairments. 2-611(f) Since the capacity of the assembly area exceeds 99, this facility requires - personal receivers to be available on request. 2-611(f) C. If the system provided is limited to specific areas or seats, then such areas or seats shall be within a 50-foot viewing distance of the performing area. d. A sign shall be posted in a prominent place indicating the availability of assistive-listening devices. The sign shall include the international symbol of deafness and wording that states "Assistive-listening System Available". 30. Group B occupancies used for assembly purposes but having an occupant load of less than 50 shall conform to all the requirements for Group A occupancies covered in Section 2-611. 2-712(d) 31. SALES FACILITIES General sales, display and office areas together with related toilet rooms must be accessible. 2-712(b) Sales employee work stations shall be located on accessible levels. Employee work areas shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations shall be accessible. 2-712(b) - This facility requires check stands accessible to the physically handicapped, based upon 1 for 8 checkstands or less, 2 for 9 or more. 2- 712(b) Where quick check stands are provided, at least one shall be accessible. 2-712(b) Check stands shall be made accessible by providing a 36" aisle on the customer side of the stand. 2-712(b) Accessible check stands shall be identified by the International Symbol of Accessibility and shall state, "This check stand to be open at all times for handicapped/physically disabled customers". 2-712(b) 32. FITTING OR DRESSING ROOMS Where fitting/dressing rooms are provided for male or female customers, one for each type shall be usable by the physically handicapped.- 2-712(b) Minimum dimension of room shall be 60" x 60". 2-712(b) Bottom of the mirror shall be located within 20" of the floor. 2-712(b) Height of clothing hooks shall not be greater than 48" from the floor. 2-712(b) a. Accessible sanitation facilities in all Group H Occupancies shall be provided as specified in Chapter 2-5. 2-913(a) b. Accessible floors and levels shall comply with the requirements specified in Chapter 2-5. 2-913(a) c. Employee work areas shall be accessible by means of a 36-inch minimum aisle width, and a 32-inch minimum clear opening door width. 2-913(a) ADDITIONS, ALAflOIS AND REPAIRS TO ECESXING BUILDINGS. (2-11OA(b)11) The area of specific addition, alteration and/or repair, shall comply with the provisions of Title 24. Additionally: The primary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. Compliance must be shown, beginning from the existing parking area and leading to the area of alteration. Existing restrooms, water fountains, and public telephones which serve said specific area must be shown to be accessible to and functional for handicapped persons. Information regarding handicapped accessibility shall be posted in lobby per Sec. 2-522. 12/29/89 DOCUMENTATION OF UNREASONABLE HARDSHIP— - Job Address Plan Check No owner Date__________ It is requested that the above named project be granted an exception from the requirements of the State of California Title 24 handicapped accessibility provisions, as specifically noted below: EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXEMPTED The cost of all construction without excepted items, is:______________ The impact, on financial feasibility of the project, if the requested exception is not approved is:_______________________________________ The facility is used by the general public for the purpose of:_______ The eceptions being requested will not penalize handicapped accessibility as equivalent facilities are available as follows:_____ Exceptions requested, and data provided, by: Department Use Only Findings and Decision of the Enforcing Official: Signature of Enforcing Official Date HA-1 010190 REMODEL OR TENANT IMPROVEMENT CONSTRUCTION VALUATION The Building Official is mandated by State law to determine the value of work proposed in each application for a Building Permit. The value to be used, shall be the total value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire exting- uishing systems and any other permanent equipment. Uniform Building Code Section 304 (a) APPLICANT PLEASE COMPLETE SITE ADDRESS PLAN CHECK NO.___________ DESCRIPTION OF PROPOSED WORK AREA OF M REMODEL__________________________________ ED TENANT IMPROVEMENT_______________________ ADDITION_______________________________ PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING YES NO NEW HVAC YES NO NEW FIRE SPRINKLERS YES CD NO NEW PARTITIONS YES NO NEW PLUMBING YES NO NEW ELECTRICAL YES NO HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED WORK?( ]YES E )No ITEMIZED COST ESTIMATE IS ATTACHED (_1 YES ( ] NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- ING, ROOFING, ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS, AND ALL PERMANENT EQUIPMENT IS:$____________ THIS VALUE IS BASED ON: DESIGNER'S ESTIMATE CONTRACTOR'S ESTIMATE OTHER, DESCRIBE BASIS THE ABOVE INFORMATION IS TRUE AND CORRECT APPLICANT J DESIGNER EJ CONTRACTOR PLAN CHECKER USE ONLY THE VALUE IS ACCEPT?BLE =1 YES NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. J YES El NO BY: DATE: 4/22/85 Page 1 of 2 Remodel Or Tenant Improvement Information Form Plan File No Jurisdiction. Project Address Date REMODEL OR TENANT IMPROVEMENT BUILDING CODE INFORMATION REQUIRED PRIOR TO PLAN SUBMITTAL. In order to complete a plan review of a remodel or tenant improvement within an existing building it is necessary that the information in Items 1-11 be provided or the approved plans be provided for the existing building. *.*I-LIIIIIJINIIIN NI I 1*11111 I*4-I-I-**-N-**INI I I*IIINII4-N-*I III II 1111 I-It Circle the existing type of construction for this building: I, 11-FR., II-lhr., II-N, III-lhr., Ill-N, IV, V-lhr., V-N Does this building have fire sprinklers throughout? Yes No Does the proposed project create a change in use or occupancy classification? Yes No Describe the previous use of the project area Describe the proposed use of the project area Existing Building Area Improvement Area_______________________________ How many stories are in this building?____________________________________________________________ What story is the improvement on?_________________________________________________________________ Does this project involve alterations to: Existing fire walls Yes No Existing floor or roof loads Yes No Existing building structure Yes No Existing HVAC equipment Yes No If "YES", see 010 below Existing electrical service loads Yes No Existing lighting Yes No If "YES", see 010 below What is the approximate date that construction of the existing building was permitted? ENERGY CONSERVATION Which of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved: Building envelope Yes No HVAC equipment Yes No Area lighting Yes No Water heating Yes No Will the proposed project significantly alter any element that was approved? Yes, No If "YES", see 1110 below HANDICAPPED ACCESS FACILITIES Which of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: Parking & access to the building Yes No Building entrance doors Yes No Building stairs & elevators Yes No Existing public restrooms Yes No ENERGY DOCUENTATION Remodels to existing conditoned spaces require that a Form CF-i (attached) be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or HVAC equipment are to be altered or added, appropriate State required documentation must be submitted. Provide copies of all existing CF-1 Forms for this building. Provide a copy of any existing approved energy design for the building. 12/16/B7 Page 2 of 2 ii. PLANS Plans shall clearly show all demolition and new construction proposed. Plans shall clearly show exit systems, fire rated construction details, occupancy require- ments, handicapped access provisions and other requirements necessary to show the work will comply with adopted codes and ordinances. If structural revisions or increased live or dead loads are proposed the structural plans details and calculations shall be provided and shall be signed by a California licensed engineer or architect. If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel. schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting when required. If plumbing revisions or additions are proposed provide plumbing layout, details and specifi- cations. Include sizing calculations when necessary to justify pipe sizes. All, sheets of the plans are requried to be signed by the responsible designer. Information is provided by Title Date i _/S? JurisdictionCARLSBAD Prepared by: 13 Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. - BUILDING ADDRES - 0 6/ P4.-O"i#4'z #4/4,°a,e7 /o,4 73S) APPLICANT/CONTACT 7cc. O.i YArn #4/cq,ujHONE NO. 76 - 0 5-6S- BUILDING OCCUPANCY -- DESIGNER PHONE_____________ TYPE OF CONSTRUC'rON CONTRACTOR PHONE____________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE . Air Conditioning Commercial Residential Res. or Comm. Fire_SDrinklers - Total Value 9.gaoo Building Permit Fee $ s 57.0o Plan Check Fee $ CD M MEN TS SHEET OF_____ 12/87 MCCOLLOUGH DESIGN GROUP 16969 Von Karman/Suite 240 Irvine, California 92714 (714) 660-0264 FAX (714) 757-0472 June 8, 1992 Mr. Glen Adamek Esgil Corporation 9320 Chesapeake Drive, Suite 208 - San Diego, California 92123 Subject: Hughes IPD 2051 Palomar Airport Road Carlsbad, California Plan Check No. 92-445 Dear Mr. Adamek: The following is in response to your plan check comments dated May 18, 1992. 1. Project data is on sheet A-i. Plans are signed as requested, no structural calculations are required or included. There is no suite number included, as equipment is located throughout the building. 8. There is no change of occupancy. 10. See sheet A-2 for dimensions to property lines from building. ii. See sheet A-i for building occupancy. There is no change in occupancy as a result of the remodeling. See note 19, sheet A-i. Floor plans are included on sheets A-3 and A-4. See sheet A-3. Walls with fire ratings, or area separation walls are noted as required. No openings in fire walls are proposed. 23. See sheet A-6 for partition details. Mr. Glen A d a n i e k June 8, 1 9 9 2 Page 2 See note 2 4 , s h e e t A - i . See detai l s 9 & 1 0 , s h e e t A - 6 f o r c e i l i n g d e t a i l s . 31. All r e m o d e l e d a r e a s s h a l l c o m p l y w i t h a c c e s s i b i l i t y requireme n t s f o r t h e h a n d i c a p p e d . 104. No n e w r o o f m o u n t e d e q u i p m e n t i s v i s i b l e , a n d n o screening h a s b e e n p r o v i d e d . If there a r e a n y q u e s t i o n s r e ) g p r d i n g t h e a b o v e c o m m e n t s , please fe e l f r e e t o c o n t a c t m e (714) 660 - 0 2 6 4 . Sin nis 1 , M:co1lo .. City of Carlsbad 92111 Fire Department Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report:Wednesday, July 29, 1992 Reviewed by:_ rAk44131) ___________________ Contact Name Tsuchlyama & Kaino Tj Address 2010 Main St Ste 450 City, State Irvine CA 92714 Bldg. Dept. No. 92-445 Planning No. Job Name Hughes IPD Facility Job Address 2051 Palomar Airport Ste. or Bldg. No. #735 Approved - The item you have submitted for review has been approved. The approval is based on plan; 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 3rd Other Agency ID CFDJob# 92111 File#_________ 2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121 City of Carlsbad 92111 Fire Department Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report:Monday, July 20, 1992 Reviewed by:.4L__... Contact Name Tsuchiyama & Kaino - Address 2010 Main St Ste 450 City, State Irvine CA92714 Bldg. Dept. No. 92-445 Planning No. Job Name Hughes IPD Facility Job Address 2051 Palomar Airport Ste. or Bldg. No. #735 0 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. 09 Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 92111 File# 2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121 Requirements Category: Building Plan Check HAFfi 1 Deficiendv Item: Pending 01 Project Data Provide complete address and suite designation. Provide building construction information indicating occupancy classification, type of construction, number of stories, aggregate square footage, occupant load, and description of intended uses. Deficiency Item: Pending 03 Floor Plan Provide a complete floor plan of building or suite. Show exiting from all areas. Indicate use or occupancy of each room including adjacent suite if applicable. Deficiency -Item: Pending 33 Plan Revisions Please submit 2 sets of plans to Esgil and an additional set directly to the Carlsbad Fire Department at 2560 Orion Way, Carlsbad CA 92008. Page 2 I 07/20/92 City of Carlsbad 92111 Fire Department Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report:Wednesday, June 10, 1992 Reviewed by:____________________ Contact Name Tsuchlyama & Kalno Address 2010 Main St Ste 450 City, State Irvine CA 92714 Bldg. Dept. No. 92-445 Planning No. Job Name Hughes IPO Facility Job Address 2051 Palomar Airport Ste. or Bldg. No. #735 O 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. Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFDJob# 92111 File#_________ 2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121 Requirements Category: Building Plan Check HAFi2i1 1 Deficiency If em: P e n d I n g 01 Project Data Provide complete address and suite designation. Provide building construction information indicating occupancy classification, type of construction, number of stories, aggregate square footage, occupant load, and description of intended uses. Deficiency Item: Pending 03 Floor Plan Provide a complete floor plan of building or suite. Show exiting from all areas. Indicate use or occupancy of each room including adjacent suite if applicable. Deficiency Item: Pending 32 Additional Requirements or Comments Architectural drawings to be submitted prior to approval of Plan check no. 92-445 Page 2 06/10/92 P1 SENT BY: XEROX Telecopier 7017 7- 8-92 ; 14:02 6199313329-' 414 - INTERDEPARTMENTAL CORRESPONDENCE $Ub$ldluy of GM Hi TO; KASI RAMIKRISHNAN C: D. IRSEN CAG: 91-08-10 SUBJECT: APCD t4FO FOR PPMITI1NG DATE; 511/02 FEN FROtJ. QUIZ ORG: 01-38 BLDG. 735 MAIL STA. 552 -- Cbo.CB RO%E5165 The following is the additional information you requested for APCD permitting: ....i.4) Attached Is a copy of the Herkules GWR spray gun cleaner. . 2) Oven cure temperatures for both the spray and dip conformal coat operations Is 170 deg F 3) Estimate of solvent emissions, wave eolder. c The Technical Devices NU!RA wave solder machine has two processes that emit solvents; fluxing and titanium finger cleaning. The following chart details the emissions: Usage Recovery Emissions Process Chemical Gal/day Gal/day Gal/day. Fluxer FlUX - Kàater 185 0.1 0.1 0 Flux thinner - Koster 109 0.8 0 0.6 Flux . Koster 185 0.1 0.1 0 Flux thinner - Koster 103 0.8 0 0.6 Finger Cleaner Isopropyl Alcohol 0.4 0 0.4 Total - 1.6 gal/day ir9 . 7,"I EPA SPILL VAPORIZAT I ON MODEL: LIJ)t rR L 7HQL p e. 9 -4 2/3 LJ :MKAf' K R -r r1: M1LEJL.A i,JS 161 H-r 4 522 lc-E'9 F _-4 Li ' I5FP :1-i iii /uiz V lFFJIc4 FI1EI41: c20c't46 ct.1/ . O IO3I. . 6Z lao R F7 : vq MM '.v+ PSio . 7B o.oco ic 3Z &003IS Pri lb N : Lo )?s .&I4- - L2/E )( 4S LE/MftI VAc A.FLJ : La ck' i : l4'' L/r1tt4 V. -rc Ai P. : Em $) /Of:)} p 1-NFLAMfr1AB42 LIMIT ri/ VO maw is Nor-W __ FLAM?1ALE ANE___ SENT BY: XEROX Telecopior 7017: 7- 8-92 ; 13:55 ; 6199313329-4 ;# 2 I (!1)aI f Exhaust tans are either interlocked to the operating equipment or run continuously with emergency manual override to stop exhaust fans. Rooms where booths are located, are ventilated for 6 air changes per hour minimum. 3 • Fume Hoods (Clean Room): Solvents are used intermittently in very small quantity for cleaning parts. The vapor generated in the hood is mixed with the exhaust air at a higher capture velocity (100-150 FP) and is diluted to below lower flammable limit. 4. Fume hoods, (M&P Lab; Petting, Conformal Coating & Touch- Up Booth): No flammable vapor generating solvents are used. 5. Alcohol Booth: Cold solvent cleaning is done in a 1 sq. ft. area closed container. 7. Refer to EPA model calculation sheet for a typical spill in a critical alcohol booth. 6. SPRINKLER REODIREMENTSt All exhaust ducts connected to conformal spray coating and dip coating booth, and alcohol booth are sprinkled per fire code and mechanical code. Space within conformal spray coating and dip coating booths on the down stream and up stream sides of filters are protected with automatic sprinklers. Touch up booths installation shall be in compliance with UFC 45, Section 45-207. Space within the alcohol booth is protected with automatic sprinklers. Page (2) Tsuchiyama & Kaino Consulting Mechanical Engineers - - (E.3) The vapors exhausted from all booths and fume hoods are not flammable and therefore comply with the general requirements for system exhaust as required under chapter 11 of the UMC. Make up air has been provided for each system. Plumbing Item No. 87 Gas line calculations have been provided on sheet P-7 and an isometric has been provided on sheet P-il. If you have any questions or comments, please call our office. Sincerely, TSUCHIYAMA & KAINO D ZWY7 hov- 0~ /1 - % Dawn Sera William id Tsuchiyama & Kaino Consulting Mechanical Engineers Principals Senior Associate Victor M. Tsuchiyama, P.E. Kenneth K. Kaino, P.E. Thomas S. Kaya Associates Stanley S. Sato Cindi L. Noll Keith Matoi July 15, 1992 Larry Sun, P.E Mr. Glen Adainek Esgil Corporation 9320 Chesapeake Dr. Suite 208 San Diego, California 92123 Subject: Hughes IPD Carlsbad, California Plan Check No. 92-445/446 Dear Mr. Adamek: The following is in response to your plan check comments dated June 23, 1992. Mechanical Item No. 104(B) Per our discussion, the thermostats for AH-1A & B have been located in their respective fume hoods. See sheets M-2 and M-6. (C) The CF-1A and CF-1X forms have been imprinted on sheet M-3. (E.l) These ducts are vent ducts from environmental chambers to a plenum which goes directly out of the building. The ducts do not convey flammable or hazardous vapors and comply with chapter 11 of the UMC. (E.2) The alcohol spray booth is a storage booth. See attached calculations for this and other booths showing that under regular use and in the event of a spill, flammable vapors will not be produced. 2010 Main Street • Suite 450 9 Irvine • California 92714 9 (714) 756-0565 • FAX: (714) 756-0927 2-- Iai IIlI1I SKT Structural Engineering. 15375 Berranca Pkwy Suite A-201 Irvine. CA 92718 - (714) 727-9070 KT STRUCTURAL CALCULATIONS FOR HUGHES / MSD CARLSBAD, CA 1988 UNIFORM BUILDING CODE SKT JOB #T92018 PLEASE NOTE THE FOLLOWING: COMPUTATIONS INVOLVING SCIENTIFIC PRINCIPLES ONLY SERVE AS A GUIDE FOR THE EXPERIENCED ENGINEER AND ONLY ASSIST HIM IN MAKING .ENGINEERING DECISIONS. THE CONSTRUCTION DOCUMENTS REFLECT THE TOTAL DECISION MAKING PROCESS. ANY EVALUAION OF THE ENGINEERING DECISIONS MADE BY SKT STRUCTURAL ENGINEERING SHOULD BE BASED ONLY ON A REVIEW OF THE PLANS AND SPECIFICATIONS. HUGHES / MSD T92018 a DESIGN SUMMARY 1988 UBC ROOF LOADS: DEAD = 10 PSF LIVE = 20 PSF MEZZANINE LOADS: DEAD = 14.2 PSF LIVE = 125 PSF WIND SPEED: 70 MPH WIND: EXPOSURE C SEISMIC: ZONE 4 Cg936 V3 IpI-4 Bufl6Q J_)•_ ooa ns . •.Jo OOflpJeA I. SuiassuiBua leinmonjae j eor -- 7--'g=- - &_ I -. - -- - / ,.. •__, 7-::,-•- 2 Z'2 _3 7 Z /t1 JOB N T72"o iAiJ&i SKT Structural Engineering .75 By S FZT 23141 Verdugo Or Suite 200 _7•,•• 9ç7 Legune -hlIe CA 92653 DATE 81ff CF__ /- / / / - =-• .-,-. ,',-_•- Y/3T1 2'/ 72=Z' L - / 4: 7 tc/7 = ) 4tp = )/5i= / 5 BY_____________ DATE 7A 9 SHY_ OF_____ i1Ii SKT Structural Engineering S 23141 Verduga 0r• Suite 200 Laguna Hills CA 92953 Lfr -3c25 29 ) =- /1 / ,, 9iH J SKT STRUCTURAL ENGINEERING Title :HUGHES/MSD 15375 BARRANCE PARKWAY Scope :ROOF PURLINS SUITE A-201 Number:T92016 IRVINE, CA 92718 Misc 714) 727-9070 Dsngr : Date:27-Apr-92 TIMBER ------------------------------------------------------------------------ ------------------------------------------------------------------------ BEAM DESIGN Page, Description >> ANALYZE P-2 >> PURLINS -- DESIGN DATA -- -----1 -----J-"-2-----I-"-3-----J----4-----I----5-----I----6 TIMBER SECTION 4X16#SS 31/8X161/2 --- .Depth ml 15.25 16.5 .Width ml 3.5 3.125 Le: Unsupp ftl Fb - ALLow psil 1,800 2,400 Fv - AL Low psil 95 155 E ksil 1800 1700 LOAD DUR. FACTORI 1.25 1.25 Stress Ratio->>I 0.794 0.575 -- CENTER SPAN -- OK --------- OK --------- OK --------- OK --------- OK -------- OK --------- OK"-- SPAN LENGTH ftl 27.25 27.25 UNIFORM DL pl 80 80 IL ptfl 128 128 PARTIAL DL pifi IL ptfl X-Left ftl X-Right ftl POINT... DL #1 15 15 LL # X-Dist. ftl 9.00 9.00 DL #1 15 15 LL # X-Dist. ftl 14.00 14.00 DL #1 43 43 LL # X-Dist. ftl 18.00 18.00 DL # LL # X-Dist. ftl -. CANT. SPAN 1 -----I----2-----I""3-----1"4-----l----5-----l----6 SPAN LENGTH ftl PARTIAL DL ptfl IL pLfl X-Left ftl X-Right ftl POINT... DL # LL # X-Dist. ftl DL #j LL # X-Dist. ftl RESULTS ---- i ----------- .---------- I---------- I---------- I---------- I ---------- I Mmax a Cntr in-kI 236.07 236.07 X-Dist. ftl 13.63 13.63 . •nt B Rt in-ki REACTIONS... I Left: Dead #1 1,122 1,122 KT STRUCTURAL ENGINEERING Title :HtJGHES/MSD 15375 BARRANCE PARKWAY Scope :ROOF PURLINS SUITE A-201 Number:T92016 IRVINE, CA 92718 Misc : 714) 727-9070 Dsngr : Date:27-Apr-92 TIMBER BEAM DESIGN Page -------------------------------------------------- Live #1 1,744 1,744 Right: Dead #1 1,131 1,131 Live #1 1,744 1,744 STRESSES 1 -----I----2-----I----3-----I---4----------5-----I----6 Fb... ALLow psil 2,191 2,896 ActuaL psil 1,740 1,665 Fv... ALLow psil 119 194 ActuaL psil 73 75 -- DEFLECTIONS --- -----------I----------I----------I----------I----------I----------I CENTER... Dead Load ml -0.558 -0.523 X-Dist. ftl 13.6 13.6 DL Ratio 1 586 626 Live Load ml -0.853 -0.798 X-Dist. ftl 13.6 13.6 LL Ratio 1 383 410 TotaL Deft. in -1.411 -1.321 X-Dist. ftl 13.6 13.6 TotaL Ratio 232 247 CANTILEVER... Dead Load ini DL Ratio I lye Load ml LL Ratio TotaL Deft. mI TotaL Ratio 0 11 0-I ''J fv = _5_/, X /5 27 - - 2X') - 3 lO '6//i5 ./tiL5Z JWN0. LAlAb BKT Structural Engineering S 23141 Verdugo 0r• Suite 200 LagunaKi Hula CA 92553 X •_••.•-f- x::- .0 7-•J _______________ -c- ,-.•7 .-- _\ \41 fr A21 Z93 Aoz4? 72-- /0 2v .• •.&u - 5 / - / ' 7 91Cr Structural Engineering S 23141 Verdugo Dr's Suite 200 9 Laguria Hiii CA 92853 _____ SKT STRUCTURAL ENGINEERING Title :HtJGHES/MSD 15375 BARRANCE PARKWAY Scope :ROOF PURLINS SUITE A-201 Nuinber:T92016 IRVINE, CA 92718 Misc 714) 727-9070 ------------------------------------------------------------------------ Dsngr : Date:28-Apr-92 TIMBER ------------------------------------------------------------------------ BEAM DESIGN Page/ Description >> ANALYZE P-i >> FOR A/H UNITS -- DESIGN DATA --f-----1 -----I--"2-----J--3-----I----4 -----t ---5-----I""6 TIMBER SECTION I4X18#1 51/8X15 31/8X18 LL ONLY . . .Depth in 17.25 15 18 17.25 ....Width ini 3.5 5.125 3.125 3.5 Le: UrISUPP ftl Fb - ALLow psil 1,500 2,400 2,400 1,500 Fv - ALLow psil 95 155 155 95 E ksil 1800 1700 1700 1800 LOAD DUR. FACTORI 1.25 1.25 1.25 1.25 Stress Ratio->>I 1.024 0.569 0.661 0.688 -- CENTER SPAN --I-No Good! ------OK---------OK---------OK---------OK--------OK---------OK---- SPAN LENGTH ftl 27.00 27.00 27.00 27.00 UNIFORM DL pLfI 96 96 96 LL ptfl 128 128 128 128 PARTIAL DL ptfl LL p1fI 109 109 109 109 X-Left ftl 6.00 6.00 6.00 6.00 X-Right ftl 17.00 17.00 17.00 17.00 POINT... DL LL X-Dist. ft DL # LL # X-Dist. ftl DL # LL # X-D ist. ftl DL # LL #1 X-Dist. ftl -- CANT. SPAN ---i -----1 -----I ----2-----I --"3----------4----------5 I ----7---- SPAN LENGTH ftl PARTIAL DL ptfl LL pLfl X-Left ftl X-Right ftl POINT... DL LL # X-Dist. ftt DL #f LL # X-Dist. ft RESULTS ---- i -----------I ----------I ----------I----------I Mmax @ Cntr in-kl 319.96 319.96 319.96 215.11 X-Dist. ftl 13.14 13.14 13.14 12.96 ant @ Pt in-ki REACTIONS... Left: Dead #1 1,296 1,296 1,296 SKT STRUCTURAL ENGINEERING Title :HUGHES/MSD 15375 BARRANCE PARKWAY Scope :ROOF PURLINS SUITE A-201 Number:T92016 IRVINE, CA 92718 Misc 714) 727-9070 Dsngr : Date:28-Apr-92 TIMBER BEAM DESIGN Page/,7 ------------------------------------------------------------------------ Live #1 2,416 2,416 2,416 2,416 Right: Dead #1 1,296 1,296 1,296 Live #1 2,239 2,239 2,239 2,239 STRESSES ---I--No Good!-j ---- 2 ----- I----3 ----- I ---- 4 ----- - ---- 5 ----- I ---- 6 ----- I ---- 7---- Fb... Allow psil 1,801 2,927 2,868 1,801 Actual psil 1,843 1,665 1,896 1,239 Fv... Allow psil 119 194 194 119 Actual psil 84 67 90 55 -- DEFLECTIONS ------------ I----------I----------I----------I----------I----------I CENTER. - - Dead Load inj -0.426 -0.468 -0.445 X-Dist. ftl 13.5 13.5 13.5 DL Ratio 1 761 692 729 Live Load in -0.852 -0.936 -0.889 -0.852 X-Dist. ftl 13.3 13.3 13.3 13.3 LL Ratio 1 380 346 365 380 Total Deft. ml -1.277 -1.405 -1.333 -0.852 X-Dist. ftl 13.3 13.3 13.3 13.3 Total Ratio 1 254 231 243 380 CANTILEVER... Dead Load ini DL Ratio ive Load ml LL Ratio I Total Deft. inf Total Ratio SKT STRUCTURAL ENGINEERING Title :HUGHES/MSD 15375 BARRANCE PARKWAY Scope :ROOF PURLINS SUITE A-201 Nuinber:T92016 IRVINE, CA 92718 Misc 714) 727-9070 Dsngr : Date:28-Apr--92 TIMBER BEAM DESIGN Page,/ -------------------------------------------------- Description >> ANALYZE GIRDER >> FOR A/H UNITS -- DESIGN DATA --1 -----f----2-----I ----3-----I----4 -----I--5----------6----------7---- TIMBER SECTION I63/4X31 63/4X31 - - -- - - . - .Depth inj 31 31 - - - .Width in( 6.75 6.75 Le: Unsupp ftl Fb - Allow psil 2,400 2,400 Fv - Allow psil 155 155 E ksil 1700 1700 LOAD DUR. FACTORI 1.25 1.25 Stress Ratio->>f 0.847 0.866 -- CENTER SPAN -- OK --------- OK --------- OK --------- OK --------- OK -------- OK --------- OK---- SPAN LENGTH ftl 56.00 46.50 UNIFORM DL pLfl 392 392 LL ptfl 336 336 PARTIAL DL ptfl LL pI X-Left ftl X-Right ftl POINT... DL #J LL #f 942 X-Dist. ftl 6.50 DL # LL #1 942 X-Dist. ftl 22.50 DL #1 LL # X-Dist. ftl DL #j LL # X-Dist. ftl -- CANT. SPAN ---i-----1 ----- (----2 ----- -----3 ----- (----4 ----- -----5 ----- (----6 ----- (----7---- SPAN LENGTH ftl 9.50 PARTIAL DL ptf( 392 LL ptf( 336 X-Left ft( X-Right ft( POINT... DL #( 9,114 LL #( 9,109 X-Dist. ft( 9.50 DL #( LL #J X-Dist. ft( RESULTS ---- - ----------- I---------- -----------i ---------- 1 ---------- I Mmax @ Cntr in-k( 2300.06 2527.78 X-Dist. ft( 22.77 22.63 .nt @ Rt in-kj -2471.634 REACTIONS... Left: Dead #1 9,114 9,114 SKT TRtJCTURAL ENGINEERING Title :HtJGHES/MSD 15375 BARRANCE PARKWAY Scope :ROOF PURLINS SUITE A-201 Nuinber:T92016 IRVINE, CA 92718 Misc 14) 727-9070 Dsngr : Date:28-Apr-92 TIMBER BEAM DESIGN Page 2-------------------------------------------------- Live #1 7,592 9,109 Right: Dead #1 25,676 9,114 Live #1 23,525 8,399 STRESSES 1 ----- I"2 ----- -----3 ----- -----4 ----- I"--5 -----I ----6 Fb... Allow psil 2,700 2,700 Actual psil 2,286 2,338 Fv... Allow psil 194 194 Actual psil 166 118 -- DEFLECTIONS --I ---------- I---------- I---------- I---------- I ---------- I CENTER... Dead Load in -1.822 -1.447 X-Dist. ftl 25.8 23.3 DL Ratio 1 369 386 Live Load ml -1.421 -1.409 X-Dist. ftl 25.0 23.3 LL Ratio 1 473 396 Total Deft. ml -3.243 -2.856 X-Dist. ftl 25.4 23.3 Total Ratio 207 195 CANTILEVER... Dead Load ml 1.281 DL Ratio 1 178 ye Load inj 1.038 LL Ratio 1 220 Total Deft. ml 2.319. Total Ratio 98 'z L'i(272 /= 0 - c# 1 / 0 i&LIII SKT Structural Engineering S <r 23141 Vardugo 0i• Suite 200 Laguna Hula. CA 92853 JOBN IAM 8ff____ - 7 '/- '9.e.7 22, 7L L ;9 Cd'. I -, .. 5. 7- a (,>,) .2 — ?/--- ..- -a 7 .—/ • .—,/.—, 'I. e-372+7,= 77k" 'I / 4 442 92 - Z7/% 2- I&JIII SKT Structural Engineering 23141 Verdugo 0r• Suite 200 SK Lagune Hula CA 92S63 BY DATE____________________________ SlIT Za'z 771 Lj -77 / SKT STRUCTURAL ENGINEERING Title :HUGHES/MSD 15375 BARRANCE PARKWAY Scope :(E) PANEL PENETRATION SUITE A-201 Number:T92016 IRVINE, CA 92718 Misc 714) 727-9070 Dsngr : Date:05-May-92 ------------------------------------------------------------------------ TILT-UP CONCRETE WALL PANEL STRIP DESIGN Page ------------------------------------------------------------------------ DESCRIPTION >> (E) PANEL TYPE P-72 >> NEW OPENING -----------WALL DATA ----------- ---------- DESIGN DATA ---------- CLEAR WALL HT. = 24.5 ft f'c : CONCRETE = 2,000 psi PARAPET HEIGHT = 0.5 ft Fy : REINF. = 60,000 psi WALL THICKNESS = 7.25 in PHI : 0.90 REBAR SIZE # 6 SEISMIC ZONE (0=Wind)= 4 REBAR SPACING = 14 in WALL : ZICp = DEPTH TO STEEL = 3.25 in PARAPET : ZICp = CONCRETE WEIGHT = 145 pcf EFFECTIVE LENGTH = 28 in MAX DEFL. RATIO = 150 COMBINE LL & ST ? N y/n MIN VERT STEEL = 0.0020 % INCLUDE PARAPET ? n y/n MIN HORIZ STEEL = 0.0012 % Max. Vert. Spacing = 18.00 in % FIXITY @ BASE ---> % Max. Horiz.Spacing = 18.00 in (Set to 0% for UBC methods) -------LATERAL LOADS ---------- -------- VERTICAL LOADS ---------- WIND LOAD = psf ROOF/FLOOR LOADS: POINT LATERAL LOAD = # DEAD LOAD = 94 lbs HEIGHT FROM BASE = ft LIVE LOAD = 267 lbs .l:Seismic,2:Wind ? 1 w/s LOAD ECC. = 7.125 in UNIFORM LATERAL LOAD ADDL. DEAD LOAD = lbs PER FOOT WALL HT. = 87.6 plf " LIVE LOAD = lbs .HT TO TOP OF LOAD = 24.5 ft Note! These Vertical and Lateral HT TO BOTTOM " to = ft loads are applied over the 1:Seismic,2:Wind ? 1 w/s "effective length". CHOICE OF DESIGN METHOD 1988 UBC 2614(i) : Exact, Non-Iterated Enter --> 0 1988 UBC 2614(i) : Iterated --> 1 ACI Method #1: Eq. 9-7 and iterate deflections --> 2 >> 1 << It " #2: Eq. 9-7 w/ deflection @ Mn --> 3 Empirical Method #1: Use Icr and iterate defl. --> 4 if 11 #2: Use Icr and defi. @ Mn --> 5 --------DESIGN SUMMARY -----------------Seismic ---------Wind Moment Capacity: Mn * Phi = 135,233 in-# 133,471 in# Applied Moments: Mu @ Mid-Height = 118,947 in-# in# Mu @ Top of Wall = 938 in-# in# Actual Axial Stress = 13 psi 13 psi Allow. Axial Stress = 0.04 f'c = 80 psi 80 psi Max. As %: 0.6 * RhoBal = 0.008 : vs. 0.0097 NG! 0.0097 % Maximum Service Deflection = 1.881 in in Height/Service Deflection Ratio = 156 Maximum Bar Spacing For Parapet Mu ---------------------------------------------------------------------- = 18.00 in 18.00 in -----FACTORED LOAD ANALYSIS -- Seismic -- --- Wind Basic Deflection w/o P-Delta = 2.58 in in Basic Moment w/o P-Delta = 110,891 in-# in-# Excess over Cracking Moment = 27,470 "/ft tuft Maximum Deflection w/Factored Loads = 4.14 in in Mu : Maximum Moment @ Convergence = 118,947 in-# in-# SKT STRUCTURAL ENGINEERING Title :HUGHES/MSD 15375 BARRANCE PARKWAY Scope :(E) PANEL PENETRATION SUITE A-201 Number:T92016 IRVINE, CA 92718 Misc 714) 727-9070 Dsngr : Date:05-May-92 TILT-UP CONCRETE ------------------------------------------------------------------------ ------------------------------------------------------------------------ WALL PANEL STRIP DESIGN Page tF Governing ACI Equation : 9-2 9-2 ------SERVICE LOAD ANALYSIS -- Seismic -- --- Wind Basic Deflection w/o P-Delta = 0.22 in in Basic Moment w/o P-Delta = 79,208 in-# in-# Excess over Cracking Moment = 11,559 in-# in-# Maximum Deflection w/Service Loads = 1.88 in in Maximum Moment @ Convergence = 81,821 in-# in-# ----------------------LOAD SUMMARY ------------------------------- All factored load analysis is carried out twice for each ACI Equation: Eq. 9-2: 1.4D + 1.4L + 1.4E Eq. 9-3: 0.9D +1- 1.4E Wall Weight = 87.6 psf Wl:Wall Wt * ZICp =. psf W2:Parapet Wt * ZICp = Vertical Loads: Seismic Wind P-Axial = 40 plf Pu-Axial = 56 42 plf P-Wall = 1,117 " Pu-Wall = 1,564 1,173 Total Service = 1,157 plf Total Fact. = 1,620 1,215 plf ----------------------ANALYSIS VALUES ---------------------------- E :57,000*(f'c .5) = 2.5E+06 psi S-gross = 245.3 in -3 n : 29,000/Ec = 11.38 Ncr = S * Fr = 54,849 in-# Fr: 5 * (ft c .5) = 223.6 psi Rho balanced = 0.01425 Ht / Thk Ratio = 40.6 As(eff) = [ Pu:tot + (As*Fy) ] / Fy 'a' = (As*Fy + Pu) /(.85*f'c*12) 'c'= 'a' / .85 MOMENT OF INERTIA MODIFICATION FACTOR I-gross I-cracked I-effective (ACI) Phi : Capacity Reduction Factor Mn = As(eff) * Fy * ( d - a/2 -- Seismic -- 0.943 in-2/ft = 1.189 in = 1.398 in = 1.40 = 1244.9 in4 = 87.2 " - It = 0.9 = 150,259 in-# Wind 0.927 in2 1.169 in 1.375 in 1.40 1244.9 in4 85.9 ' tt 0.9 148,301 in-# I1IIlI SKT Structural Engineering S <r ri 23141 VardugoDr.• Suite 200 Lague HuII CA 82653 'Yf3 //15 z JOB N_________ /70,-V DATE_'7/L KT STRUCTURAL ENGINEERING Title :HUGHES/MSD 15375 BARPANCE PARKWAY Scope :2,000 GALLON TANK SUITE A-201 Number:T92016 IRVINE, CA 92718 Misc 714) 727-9070 ------------------------------------------------------------------------ Dsngr : Date:28-Apr-92 GENERAL FOOTING ANALYSIS & DESIGN Page .5..-! DESCRIPTION >> TANK FOUNDATION ------------------------------------------------------------------------ >> -----------------------------DESIGN DATA ----------------------------- ALLOW. SOIL PRESSURE = 1,000 psf OVERBURDEN DL WT = psf SHORT TERN INCREASE = 1.33 COMBINE LL & ST ? N y/n BASE PEDESTAL HEIGHT = in CONCRETE WT. = 145 pcf SEISMIC ZONE (0=wind) = 4 BIAXIAL ANALYSIS ? N y/n ----------AXIAL LOADS ------------- --------- DIMENSIONS ---------- DEAD LOAD = 18 kips WIDTH ALONG X-X = 8 ft LIVE LOAD = kips LENGTH ALONG Y-Y = 8 ft SHORT TERN = kips THICKNESS = 18 in LOAD ECC. FROM CL = in COLUMN X-X DIM. = 12 in LOAD ECC. FROM CL = in it Y-Y DIM. = 12 in -----Y-Y AXIS ROTATION FORCES --------- X-X AXIS ROTATION FORCES -- Pressures @ Left/Right .. . . Pressures @ Top/Bot MOMENT: DL = ft-k MOMENT: DL = ft-k LL = ft-k LL = ft-k Short Term = 26.4 ft-k Short Term = ft-k SHEAR: DL = k SHEAR: DL = k LL= k LL= k Short Term = 6.6 k Short Term = k ------------------------------ SUMMARY ------------------------------- ......... Soil Pressure Moments & Shears ...... D+L D+L+ST Max. Allow. Max Pressure = 499 924 psf Mu/Phi = 5.6 --- k-ft Allow. " = 1,000 1,330 psf Vu:1 Way= 10.6 93.1 psi 'X t Ecc. = 13.65 in Vu:2 Way= 15.2 186.2 psi 'Y' Ecc. = in OTM Ratio= 3.52 1.50 Service Load Pressures Left Right Top Bottom DL + LL : 499 499 499 499 psf DL + ST + LL (if LL & ST= Yes): 73 924 499 499 psf Factored Load Pressures Left Right Top Bottom ACI Eq 9-1 : 698 698 698 698 psf Eq 9-2 : 103 1,294 698 698 psf Eq 9-3 : ---------------------------------------------------------------------- 66 832 449 449 psf rLfl.ji.LINL, UrLbluv UPik1 ---------------------------------------------- f'c = 3,000 psi tm'= Fy /(.85f 1 c) = 23.53 Fy = 60,0O0 psi Vn:1 ... 2(f'c).5 = 109.5 psi REBAR CL TO SOIL = 3.5 in Vn:2 ... 4(ftc).5 = 219.1 MINIMUM STEEL % = 0.0014 FACTORED SHEARS --------9-1 -- 9-2 --- 9-3 ---------Vn * Phi TWO-WAY 15.2 15.2 9.8 psi 186.2 psi ONE-WAY: Vu @ Left = 5.0 -0.7 -0.4 psi 93.1 psi Vu @ Right 5.0 10.6 6.8 psi 93.1 psi Vu @ Top = 5.0 5.0 3.2 psi 93.1 psi Vu @ Bottom= 5.0 5.0 3.2 psi 93.1 psi MOMENTS ------9-1 --- 9-2 --- 9-3 -------------Ru--- As Reqd Mu/Phi @ Left = 2.68 -0.25 -0.16 k-ft 12.7 0.24 in2 (D# 7g1OoA' P PP'VfJ '.. 1 W6 Q/,ip'p 6/mJ1, '710 .5 fli w' HAZARDOUS MATERIALS QUESTIONNAIRE usiress Narn.e Contact Person Telephone Hughes Aircraft Company Industrial Products Division John Ozurovich (619) 931-6341 Mailing Address City State ZIP Plan;: 2051 Palomar Airport Rd. Carlsbad CA 92009 " 6L' Mailing Address City State Zip Plan File * PART I: FIRE DEPARTMENT HAZARDOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION nujcao, uy carujing me item, wnetner your ousuness wuuu use, process, or store any or me following hazardous materials. If any of the items are checked off, applicant must contact the Fire Department-Hazardous Materials Management Division, 525 B Street, Suite 705, San Diego, CA 92101. Telephone (619) 533-4400 prior to plan submittal. 1 Explosive or Blasting Agents ( compressed Gases (fDFlammable or Combustible Liquids 4. Flammable Solids PA Organic Peroxides 3) Oxidizers Pyrophoncs Unstable (Reactive) Materials Water-Reactives Cryogenics I 'l Highly Toxic or Toxic Materials 12. Radioactives () Corrosives 14. Other Health Hazards CONTINGENCY PLAN REVIEW If the 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 92138. Telephone (619) 338-2222 prior to the Issuance of a building permit. YES NO (FEE MAY BE REQUIRED) I Is your business type listed on the reverse side of this form? II Will your business dispose of Hazardous Substances or Medical Wastes in any amount? LJ II Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet of compressed gas? 4 Will your business use an existing or install an underground storage tank? 5 Will your business store, use, or handle carcinogens, reproductive toxins, or Acutely Hazardous Materials? 6 Will your business be located within 1,000 feet from the outer boundary of a school and handle Acutely Hazardous Materials? PART Ill: 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 1 I1 Will 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? 2 £Z (ANSWER ONLY IF THE ANSWER TO QUESTION 1 IS YES.) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K thru 12) 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 Cede Section 33190? Briefly describe nature of the intended business activity: - - ELECTRONIC PARTS MANUFACTURING AND ASSEMBLY Name of QuPft:COAN Signature of Owner or Authorized Agent: I declare under penalty of perjury that to the best of my knowledge and bel true and correct. DO NOT WRITE BELOW THIS LINE Chuck Pridham Uperations Manager FIRE DE EN BY., TOCCUPANCYCLASSlFlCATlON: 432... Wf7'lL_2t4 j jDiftk) e responses made herein are EXt FROM PERIl! REQUIREMENTS CO - APCD APPROVED FOR BUILDING PET BUT NOT FOR OCCUPANCY COUNTY BUILDING APCD APPROVED FOR OCCUPANCY COUNTY HMMD APCD 4~? REVIEWED ) AKD 100DOE MO Mr'...IJ u -#q.2--cs7 .v INDUSTRIAL WASTE DISCHARGE PERMIT APPLICATION CB No. l . -44 SENo._________________ APPL NO._____________ IND. CLASS_____________ BUSINESS NAME HUGHES AIRCRAFT COMRNY SITE ADDRESS 2051 Palomar Airport Road CONTACT PERSON (at business) John Ozurovich PHONE NUMBER (619) 931-6341 Type of Business (check all that apply) O Agricultural Efl Assembly O Automotive Chemical Handling Lxi Electronics 0 Food 0 Government Laboratory U Laundry Manufacturing 0 Medical Metal Work D Office D Photo Lab O Retail O Service Station R Warehouse Other DESCRIBE WASTE OTHER THAN DOMESTIC (Chemicals, Particulates, etc.)Industrial waste water generated from cooling tower, aqueous cleaner laboratory glass container cleaning. DESCRIBE BUSINESS ACTIVITY: Electronic parts manufacturing and assembly. GENERAL DESCRIPTION OF ONSITE WASTEWATER PROCESSING: (chemical & physical characteristics) Univ cooiina tower water is treated for conductivity. All other equipment drainage water Is drained directly to sanitary sewer. Is business presently in operation at site? E3(YES 0 NO Has Wastewater Dis ge R rmit, been applied for through the Encina Water Authority? I YES 0 NO Applicant's Name Chuck Title Operations llgr. Phone (619) 931-3647 Please Print Signature: Date__________________________ Date Signature of City Representative O EXEMPT O NOT EXEMPT Date forwarded to Encina______________________ P:\DOcSVI1SF01=FRMO0045 REV. 2/10/92 vu; ! .4 I. • — UI oil o (P g r Z : 0 yru (p Ti C (fl • - 10 .• •1' 3 fp- 3 rI th J rçr LIST OF CHEMICALS STORED IN BUILDING 735 L!)$ 4 !)411 1. NITRIC ACID : 1 GAL 2. SULFURIC ACID : 2GAL OMEUSTThLE LIOIDi 1. FLUOBORIC ACID 1 CAL 2. I1DROFLURIC ACID 3. GAL CORROSIVE LIOUXD: I. ACETIC ACID : 1 QUART 2. LONCOTERGE 520 55 GAL 3. CEE BEE STRIPPER A'202 1 GAL 4. HYDROCHLORIC ACID : 5 GAL TOXIC: 1. NC-100 GOLD STRIPPER 2 GAL (NATIONAL CHEMICAL CO) PLMMABLE LIQUID: ACETONE 5 GAL MEK 1GAL HEXANE 1GAL METHANOL : 2 GAL Page 1 6/26/92 IE ,•, , ' *. • .. CHEMICALS STORED BLDG/735 (continued) I. RESTER - 185 RESTER - 1585 RESTER - 109 RESTER - 103 S. ISOPROPYL ALCOHOL RESTER - 103 2 - PROPANOL RESTER 1544 RESTER - 950E 3.0. RESTER -. 1520 RESTER - 197 RESTER - 817 ALPHA METAL 851 ALPHA METAL 615-15 STRIPEEZE AMMONIUM SULPHATE TOLUENE 18 MOLD RELEASE (LILLY-RAM) LACQYER THINNER PAINT AP 20 ROSIN REMOVER (RESTER) 711 ROSIN FLUX (ALPHA METAL) RA 1544 SOLDERIC FLUX (RESTER) Page 2/6-26-92 23 GAL 0 BGAL 4GAL 3GAL 21. GAL 4GAL 20 GAL 3GAL 1GAL 1GAL 6GAL : 0.25 GAL 1GAL XGAL 1GAL 1 QUART 1GAL 1GAL 0.5 GAL 10 GAL 2GAL 2GM, 2GAL 'I W '• : CHEMICALS STORED BLDG/735 (continued) PLHMABL LIQUID: •• CLASS I-C: 1. CONAPCE1155 8GAL 2. XThENES : 1. GAL 3. AWL ALCOHOL 2 0.5 LITER GENERAL PLN=Llg LIQUID-1 1. BUTYL CELLOSOLVE ACETATE : 7 GAL 2, CELLOSOLVE ACETATE : 7 GAL 3. HUMISEAL IA33 2 5 GAL 4. HUMISEAL 600 : 5 CAL NON FLAMMABLE: 1. 1, 1, 1, TEICHLOROETHANE 55 GAL 2 • METHYLENE CHLORIDE 2 2 GAL 3 FLUORINERT PC-40 (3M) : 2 GAL GENERAL: I. FREONTF 2 2GAL COMPRESSED GASES: I. NITROGEN 2 2. PROPANE CRYOGENICS: I. LIQUID NITROGEN Page 3 6/26/92 J. 6IWf' .' , I FLAMMABLE MATERIAL USE CLASS I-A VOLUME ACETONE 1.50 ACETONE (SPEC GRADE) 1.00 IIEK 1.25 CLASS I-B IPA KESTER 185 FLUX KESTER 197 FLUX KESTER 109 THINNER KESTER AP-20 CLEANER EPDXY PAINT MARKEM THINNER NEUTRAFLUX 3000 CLASS I-C CONAP CE-1155 JAJ CONAP CE-1155 B 3.75 23.00 SUBTOTAL 13.50 3.00 3.50 1.00 0.50 1.00 0.25 0.25 SUBTOTAL 0.25 0.25 0.50 CLASS I-C (GENERAL) HUMISEAL 1A33 HUMISEAL 600 THINNER BUTYL CELLOSOLVE ACETATE SUBTOTAL 1.00 1.00 2.00 SUBTOTAL GRAND TOTAL 4.00 31.25 1 CONFORMAL COAT SPRAY OPERATION QUANTITY OF PWB/HR APPROXIMATELY: 60 PWBS (HIGH VOLUME) TIME OF SPRAY PER PWB APPROXIMATELY: 20 SECONDS/PWB DILUTION RATIO (HUMISEAL IA33) 30 - 50% MIX WITH HUMISEAL 600 THINNER MATERIAL USAGE (60 PWB) 300 g HUMISEAL 1A33 (55% VOC) 120 g HUMISEAL 600 THINNER (100% VOC) 1