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Home My WebLink About2051 PALOMAR AIRPORT RD; ; CB920559; PermitV BUILDING PERNT Permit No: CB920559 08/17/92 13:52 Project 'No: A9201421 Page 1 of 1 Development No: Job Address: 2051 PALOMAR AIRPORT RD Suite: Permit Type: INDUSTRIAL TENANT IMPROVEXENT 8919 08/17/92 0001 01 02 Parcel No: 213-050-39-1;0 Lot#: C-PRMT 3195.00 Valuation: 75,600 Construction Tyre: NEW - 1`11) tl. IFI! A Occupancy Group: Reference#: PJV Status: ISSUE) Description: 3600SF CLEAN ROOM Applied: 06/09/92 INCLUDING PLUM-3, MECH AND ELECTRIC Apr/Issue: 08/17/92 Vidated By: CD Appl/Ownr : DENNIS NCCOLLOUGJ-f 714 660-0264 16969 VON KARI1EN #240 IRVINE CA 9274 *** Fees Required ***At A -5-. Foe,- C.'Iected & Credits ---------------------------- Fees: 3,54u. 9 ------------------------------------------- Adjustments: ..'a Thtal Credtz: .00 Total Fees: 3,54U.10 T;ta Pvient: 345.CC Balance Due: 3,95.00 Fee description Units Fee/Unit Ext fee Data Building Permit 0 - 532.00 Plan Check - C 346.00 Strong Motion Fee "V" 7' /0 / 16.C) Enter to Au*ocIc License Tikk > U / 1376.00 Y ---S U 1270.00 * BUILDING TOTAL \. -- 0 351±0.00 \\ - 'COflPOrATED -- S / FINAL APPROVAL I INSP1)9AfE More!CLARANCEJ / ,kLO ,&Se,D 44' 7M& 77, g,cj cy ' 'h126w, f9 - CITYR4F CARLSBAD Dr., Carlsbad, CA 92009 (619) 438-1161 PERMiT APPLICATION S City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 S . 1. PERMIT TYPE A - U Commercial Li New Building 4Venant Improvement B -0 Industrial a New Building 0 Tenant Improvement C - U Residential U Apartment 0 Condo 0 Single Family Dwelling U Addition/ Alteration Duplex a Demolition U Relocation 0 Mobile Home 0 Electrical a Plumbing 0 Mechanical 0 Pool U Spa U Retaining Wall 0 Solar U Other__________ IiitsiJbM d II I') PLAN CHECK NO. FZF.VAL IS Cc z). PLAN CE DFJ)Sl, —e 3 C( C5b VALID. BY DATE g9 M.8d,1 02 C-PRMT 34500 C4SI95' FOR OFFICE USE ONLY Nearest Cross Street 2 Energy Calcs M'2 Structural Calcs 02 Soils Report 0 1 Addressed Envelope DESCRIPTION OF WORK 1V'/27 SQ. FT. # OF STORIES J. WN iALiJ4.R.)N UI clilleren Irom applicant) NAME (/9J Jfr ADDRESS CITY C4 4L7 STATE ZIP CODE DAY TE PHON/%) APPLICANT U WN!TRA(JIUR Li A(iENT FOR WN!HACUR U OWNER ENI FUR OWNE /fZ CITY /,J.74 STAT' ZIP CODZ7J/#L DAY TELEPHONE1,/1.) 4..... PROPER!)' NAME /'7Y-7 ,4// JRESS O/ ,4LO27),4Pr< i'rA'flt? CnY &4IL7 STATE ZIP CODE77 DAY TELEPHONF//f) 0. NAME Itro"In ADDRESS 95 4441A/ P0. )cJ7io7 CITY STATE ZIP CODF?&27/ ) DAY TELEPHOQ") 7Z 3'a STATE UC. #"tZZ7310ENSE CLASS _ __ CITY BUSINESS UC. # L)ESIGNFJ( NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # WORKEHS WMPENSA lION Workers' Compensation Declaration: I hereby affirm 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. bAt O/43 /EXPIRATION INSURANCE COMPANY f,7u/143 POLICY NO. EXPIRATION DATE eruricae or r.xempuon: I certify tnat in tne performance or the work lot 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 Contractors license Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 1 am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE This SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? OYES 13 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? OYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? OYES ONO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFI'ER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE MR POLLUTION CONTROL DISTRICT. 9. WNSfltUCI1ON LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS 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 UABII.ITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'O" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisio f th e shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within he date of such permit or if the building or work authorized by such permit is suspe abandoned at any time aft ork e ed or a period of 180 days (Section 303(d) Unifo Buildin Code). APPLICANT'S SIG U UNSC11EDULZ INSPECTION DATE 91,911 INSPECTOR PERMIT $<67Z 0259 IPLANCK *___________ JOB ADDRESS O4 J (/(4ôtfl 14O4'/ /t. TIME ARRIVE: TIME LEAVE:____________ CD LVL DESCRIPTION ACT COI'Q1ENTS d/'J,4-. "5 A0 4(1 o~77,e,xzy741( Li773 7 57,vc-7ie.,4A i&AI ,DøV/CA-4&. ,AA/AiK-S., /,Jpec7'f).t. PERI(tTS 6/15/69 I Pj L1 G TUE 9 :9 SKY STRUCTURAL ENG P 02 D 0~~j - Suite A,201 - 1~vina CA9271S (71-4) 727-9070 T 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 12s were added per plans. Existing roof framing between grids 3 & 4 at E.5, verified that the members were 3-1/8" glulam purUns 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 feet 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. Si ly you SE INDUSTRIAL PRODUCTS DIVISION Industrial Electronics Group August 18, 1992 Mr. Mer P. Camero Building Inspector Building Department City of Carlsbad Carlsbad, CA. 92009 Ref: Plan Check #92-445 4 rA Z—' Dear Mr. Camera, I hereby acknowledge that the General Contractor, Saffell 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, _ Kasi Ramakrishnan P.E. Sr. Facilities Engineer cc: John Ozurovich Facilities Manager t" (j1 NO M026256 EXP0 Hughes Aircraft Company 2051 Palomar Airport Rd., Carlsbad, CA 92009 (619) 931-3000 • TWX/TLX 910-322-1393 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920559 FOR 09/04/92 DESCRIPTION: 3600SF CLEAN ROOM INCLUDING PLUMB, MECH AND ELECTRIC TYPE: ITI JOB ADDRESS: 2051 PALOMAR AIRPORT RD APPLICANT: DENNIS MCCOLLOUGH PHONE: CONTRACTOR: PHONE: OWNER: PHONE: INSPECTOR AREA MC PLANCK# CB920559 0CC GRP CONSTR. TYPE NEW STR: FL: STE: 714 660-0264 REMARKS: RS/MONTE/714-568-2295 INSPECTOR ,44 SPECIAL INSTRUCT: REQUESTING "BEFORE NOON" INSPECTION I TOTAL TIME: --RELATED PERMITS-- PERNIT# TYPE CB880652 MISC WDP02018 WDP AS920048 ASTI AS920052 ASTI A5920054 ASTI STATUS EXPIRED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ACT COMMENTS PL c ao7"A- *)ci Gt t,AJd jj14J A/ ce ,I, 1 a,bcb . ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 083192 Frame/Steel/Bolting/Welding AP MPC SUSPENDED CElL GRID 083192 Rough Electric AP MPC CEILING 083192 Rough/Ducts/Dampers AP MPC 082892 Gas/Test/Repairs CO MPC SEE INSP NOTES 8/28/92 082792 Interior Lath/Drywall AP MPC REST OF WALLS 082692 Interior Lath/Drywall PA MPC EXT SIDE,CLN RH WALLS 082692 Frame/Steel/Bolting/Welding PA MPC REST OF INT WALLS 082692 Rough Electric NR MPC INT WALLS 082592 Interior Lath/Drywall P1 MPC 082492 Interior Lath/Drywall PA MPC NDS SCREWS 082492 Rough/Ducts/Dampers PA MPC 082192 Interior Lath/Drywall CA MPC NR PER TEL W/MONTE 082092 Exterior Lath/Drywall PA MPC SEE INSP NOTES 081892 Frame/Steel/Bolting/Welding PA MPC WALLS & CEILING 081892 Rough/Topout P1 MPC SEE MECH ENGR LETTER 8/18/92 081892 Rough/Ducts/Dampers P1 MPC 081892 Rough Electric PA MPC IN WALLS 081892 Frame/Steel/Bolting/Welding CO MPC SEE INSP NOTES JURISDICTION: PLAN CHECK NO: SET: PLAN CHECKER FILE COPY UPS DESIGNER ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 203 SAN DIEGO, CA 92123 (619) 560-14,68 DATE: APPL NT JURISDICTI PROJECT ADDRESS: aos-' i'ci ,'s.o PROJECT NAME: Hv6m-srr -r= ___________________________________ E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building coder, when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies fl identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fl The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: Esgil staff did not advi-fhe,4plicant contact person that plan check has be "ise let, ] _* Esgil staff did a piicant that the plan check has been completed. Person /contacted: Date contacted: / \ Telephone #________________ 99 REMARKS :f/ELp(,q/,i I>*,A(s Accc IV By: P7 ,O.Enclosures: ESGIL CORPORATION Lo C 0GA 11CM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 - -SArIDIEGO, CA 92123 (619) 560-1468 DATE: 2 4 DUN URISDICTI JURISDICTION: CI °P Cc_4D PLAN CHEC]< DFILE COPY PLAN CHECK NO: SET: iL oups PROJECT ADDRESS: cj PLo--T. fIff>OrC T 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 E with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. 14N The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. E 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: Jo4t\J of3 77cc7X Esgil staff did not advise the applicant contact person that - plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted:_ Date contacted: Telephone REMARKS: By:, lOLftt.YT7 rP/a PF Enclosures: R' oF Th' ESGIL CORPORATION 7 Z OGA 0 CM JURISDICTION: Date plans received by plan checker: 2I' 2. PLAN CHECK NO.: I_2. - ___Date plan recheck completed: &/4/ff_ By:# _ i___r&- PROJECT ADDRESS: 8L 0.5 wa ,o z r TO: \J *I+-" OtIOV1C./4 RECHECKPLAN CORRECTION SHEET FOREWORD:PLEASEREAD 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 disabled access. 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 or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 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: &5C Cots ca_fl'+- _'-L tP7 To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. __Yes No 5. Ci-c.-k... F/ A'1 £. 5 (E7 aF- P11&Js c 9 1' A)-7t,f > 4-Z, i2/-1 iN.. £Te__T?--&'c 17-/ AJe-, /_ €4 S jc - rrn5- iu;:i1J#, &c/T/AJ, S)+TJk) &) F7 i-)7 Ct7P I /O(, q-,e S77Lc. No Ri/'JS fr- t'( / eei-i )7 P/-FiS / '- t -i -74r 7#4T oP- T/s '771 &F 5/7L;-T; Form No. RPCS.41290 (': 937ç-ç-; 7} y CD LI r S Ci(. >v t- '-° " — (ci -r-r 'C)LC 5_)_-) F 6 L, SAi'6,. - JIJ(YIOAJS AC,4T) SuP,VC-T I A- Nf-J SCëv /S 'p cl10L,, T? A)fr Si? .S A-r A-LL OPA,'rJ63 N 4F '- C ' C ) .i ( T '375 C4 7i frL Po-s r s ',si f A' T>?IL — cL 6 AJC j /rL(S Scr — CkLcS t (oA.Di'v 6 ,5 psji) frA) - Sf-uCY j.Z4C SLAG. / L , ,.,- - __ -5 -tvj -r4 ,) , , . , 3/ - L7 'it.Ls cri ,.j3 i4-T T c o &i Pe c P*j_ cjfl..0 S r' r•-' C- LJ 'S j.r_ fl ow - H& I4W Ao &LJfr. (OA-AJC C 7 u'v A-T 7c/J7I . 7 400 ,TOA/kL o.4-OS At &0 4 0L'ñ L cvpc lb 7> pAJD .S 7) x,j c ,toop- DI A-014 9 ,4- A 74-'J /-L<. AS T- (S i4 09 '*-1- Fo.€-. T)C_ CA LD (hijL- (cAn - S ftz, T)#*.. ,tj a, c U/V A/f c i-i S Th T) NE PLkr,o€.- c? P,tcv C 'ftC S Tt S H-, Th C OA'AJ C 7', qv Ao F I A-1LC tL (C A- - CV1 P,'&PV iNC,. 2 I 4f-N L C 7) LW 5 AA-f- fe- 6 LL1 c t'- fl- rAp ,4- ,'iY ' fDr- c I ^j o4__/7..—iO P'&_a3iL PA:__ r:1 131,92. ?IJ}( u±: CHUCK MENDENHALL * a- 4 PW " '\J" \occcect g(\ - ezzoc e'ie 40v3f2c S(ktM1 :t __ ~ ilb~msio - av\ Icy 4cov y cccucce4Ak Oc3teck(Y c cec'c( -côc ede cj 0c __ DL 1s±d a(css 1. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: /APPIL —ANT JURISDICflN JURISDICTION: 4/L.S3fQ PLAN CHECKER DFILE COPY PLAN CHECK NO: SS SET: ours DDESIGNER PROJECT ADDRESS: Z oS-i JPOeT #D PROJECT NAME:_7_T Ej The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl 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. j The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 3oH)7Ug0ViCI4__2oS/?A(0v __por-D CAI?- LS i CAr Q OO9 91 Esgil staff didnot advise the applicant contact person that plan check has been completed. fl Esgil staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date contacted: Telephone #________________ LI REMARKS: By: 12 6 7- 1-1-S C *f AZ Enclosures: ESGIL CORPORATION PLAN CORRECTION SEn= TI I)WROVEMERT PLAN (BECK NO.: IZ-53') Date plans received by jurisdiction: JURISDICTION: C4L.S 840 Date plans received by Esgil Corporation: TO: cEi OLUic) V/Cfr! Date initial plan check completed: By: P7E F/3Ch,Z OccUPARCY: BU]IDD4G USE: /'.1 f - ,- c. TYPE OF CONSTRUCTION: S P(( ACTUAL AREA: AJ(CkAJ6( ALLOWABLE AREA: U tj L I w, 7( r'L StI 6 STORIES: ,'Jp CM4sj6 N C/-.4r"6- SPRINKLES: YS OCCUPANT LOAD: Applicant contact person: Tel.____________ FORRD: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 speed 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: PAGE N(4BERS ARE NOT IN SEQUENCE AS PAGES HAVING, NO flDIS XMDIG CORRECTIONS WERE DRiRm). LIST NO. 58 TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1988 UBC Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. 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. 5. 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. 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. S." 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. SEE. Cc),,,/vT 17— U BC 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. 1/. 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. 1/. 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. G A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 9-A and 9-B possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 tJBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing ( the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect proposed openings in existing or new fire walls. 7/10/91 2 Identify existing walls o be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. 23. Provide a section view of all new interior partitions. Show: (p) Type, size and spacing of studs. Indicate / gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". (b) Method of attaching tep—d bottom plates to structure. 0 3'O— Top of partition (al Wall sheathing material and details of / attachment (size and spacing of fasteners). (/1 Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 510(b). Note on the plans: "All interior finishes must comply with Chapter 42 of the UBC". Specify "Class —flame spread rating (minimum) for •uI Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. p1'• In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. 39' An automatic sprinkler system shall be / installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated rooms and assembly uses exceeds 5000 square feet. Section 3802(c). 31. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. 3?? The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2-3304, Title 24. 33. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. 3/. If both sexes will be employed and the number / of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705. In areas where the occupant load exceeds -, / two exits are required. See_______________ Table 33-A. 2/15/90 3 36. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). / SEE- AEL)UJ %. Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). The maximum number of required exits and their 7 required separation must be maintained until egress is provided from the structure. Section 3303(a). 39. Rooms with more than 10 occupants may have one exit through one adjoining room. Revise exits to comply. Section 3303(e). 4I Exit signs are required for exits serving an ( occupant load exceeding 49. Show all required exit sign locations.' Section 3314(a). Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). 42. Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. AE(O-J 47 Note on the plans: "All exits are to be / openable from inside without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). Exit doors should be a minimum size of 3 feet / by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). 45. Exit doors should swing in the direction of egress when serving an occupan 50 or more or when serving any zardous area Section 3303(b). Applies to door _________ -r# _r r A. E,* i-R, Regardless of occupant load, a floor or landing / - not more than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not used for disabled access).. Section 3304(i). 47. Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required Exit doors from assembly rooms with 50 or more ( occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. Double acting doors are not allowed when / serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 10 occupants must be a minimum of 36 inches in width. Section 3305(b). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction .s€çt Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. . Exterior sides of exterior exit balconies. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). 5'( Section 3305(g), Exception 5, cannot be used / for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. ULiUUE WLULU WLLI1 JJI any pvb.LL..LvIL. Sect..LUII 3305(d). =7S T)4'. cc&Lc i''° -nfV-r CL4EAV . Section 3305(g), Exception 5 does not apply to &IL -.j ' o poci.S ç.t,vc 'p common corridors where the corridor serves as Revolving, sliding and overhead doors are not an exit for non-office areas (manufacturing, I permitted as exit doors if the occupant load warehouse, etc..). exceeds 9 or the exit door serves a hazardous area. Section 3304(h). ()E 4- cofY nic Th-E.. F,oc..& pm.&J. 3 )( 11i ' E VI o &f C 1) ,. 2/14/90 4 5/ Section 3305(g), Exception 5 is applicable only Provide a complete architectural section of / for corridors on one floor; the corridors on the corridor, or exterior exit balcony, the lower level(s) must be rated if these lower showing all fire-resistive materials and corridors have openings into them from other details of construction for all floors, walls, levels, ceiling and all penetrations. Section / 5K. If non-rated corridors are used per Section 3305(g). 1 3305(g), Exc. 5, provide a reference to the Show the location of fire dampers. Provide corridors on the floor plan, noting: fire dampers at duct penetrations of fire- rated occupancy and . area separations, shafts 1. Corridors are non-rated per Section and corridor walls and ceilings. Section 3305(g), Exception 5. 4306(j). 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. 4/ If a tenant space utilizes Section 3305(g), 7 Exception 5, then that tenant space shall be separated from adjacent spaces by a demising wall constructed as for a one-hour corridor wall. G Clearly show where the non-rated corridor 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). 6% 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. 4/ If building exceeds two stories and has an I 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. 6/. 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. 4/. Provide evidence of Health Department approval I (for restaurants or for tenants using X-ray equipment). 7/ 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 99. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No NOTE: The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshal. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. s-I. 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. 571. Note on the plans that approved floor-level exit signs shall be provided. This applies to A, E and I occupancies. 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. 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_________________ Pne- fiSCN.& at Esgil Corporation Thank you. Enclosures: 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. cEFrION: 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. S/4. In educational occupancies, storage and janitor I closets shall be of one-hour fire-resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). S-/. Section 1807 should be reviewed for all high- rise buildings. S-fr' 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 & £ T) ,rr,4 C Ha' S / 1/23/92 7 am sm -iwf te o o oi irw #-cDLI r (ci -rr t'OLC) Sflv f4" 5'L, Sc,A,6 (Ot'AJ Lc (yIpA)S ä A ifrT) SU°PORT i A v'' SCiLtA/ IS c i-t -r-tff Ht '4 S'i 2 A-r ' oP&'v' 63 5 L c aw 72f~ Al F-_ c. ' c 1 /1LJ A.-E 7-Ht CA-7'j 4-L& PoS Ts & 6 (j/ICS CkLcS iF T) Vt€ 10A.o,'v 6 is 0 A71) /q-J A uS7J6- s - LI CTt i,Z.A_ S L AS - L, f A5 AT ( 7)4 r S-1 DL T*iti IQ IE ' E. 9A, C 1 - S ti¼-.' 74 l)1fr6 p,vk(_ 1 - P 1 ,Z. e Cr7oA,3 A-T T)L. cojeyrie ?€ CfrLCS 5 THf- £ )C , 7i r'1 c- S VAJD€- T) O(0 - t-144-C. HAcAi'/A.o Q.,A-1L (OA'AJ C C 7t t)'V AT- T)fr,:_G'-.' 'ftt ?. Vt-/ &' 72 4OD IT) O'-'kt LOA-OS AA-A- LQI..'fr L. ~ S vctr 7b 7): p,jp S tt. ii & ,-00f - D/Ai,,t - 7.4vS -f T ,3 , 0F. '7 7)F._ f,vC.4f1 t - (A-r.m-- (c.Ab S 114.., Tth€ Al F'-' /tV'K- C C, /V Ali C -t DIVI Th Tt, v PP-cv LDL CA-LC S fli 7 C QA/AJ C 7p.'v - - GL' - ,i-'re 4L L oA-O S - 8- CvL 7v,z11iN6. 2: Al £ C 7 o' S AA-f- f-i '3 S t1-tj, T?-'-L CAFA-C, 1)' / T f-Die-CL Lt vi L- I 2--lb i',_ 23 ___ DISABLE!) 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 lO 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 RCA-i 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 CALL S 4O Plan Check No. C6_cy ..S5 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 spaces. 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) j;- srr PL4'-' Ile Parking space shall be a minimum of 9 I 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 I 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) 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"x1/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) /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 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) A 24" clear space is required at strike side of gate or door. 2-3325(e) (A PEDESTRIAN RAMPS cit'- 44,'p S(OP#.S, L&'D/, t0C1-TO.A,S £ L If T)y Ae.L OLc 10 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) d. The surface of ramps shall be slip- b. Headroom of 80" minimum shall be resistant. 2-3307(g) maintained for walks, corridors, aisles, etc. 2-522(f) e. A 60" intermediate landing is required at maximum elevation change of 30" and c. Protruding objects with leading edges 72" landing at each change of direction between 27" and 80" above finished floor (over 30 degrees). 2-3307(d.1) shall not protrude more than 4" into walks, corridors, etc. 2-522(f) f. Landings are required at top and bottom of ramps. 2-3307(d.1) d. Free standing objects mounted on posts between 27" and 80" above the floor may g. Bottom landing shall be minimum of 72" project a maximum of 12". 2-522(f) in the direction of travel. Fig. 2-33- 1A e. Abrupt changes in level exceeding 4" adjacent to walks, except between walks h. Top landing shall be 60" x 60" minimum, and adjacent streets or drives, shall be 2-3307(d.1) identified by 6" high warning curbs above walk surface. 2-3326(a) i. When door swings onto top landing, minimum depth of landing required is ENTRANCES AND CIR(ZLATION door width plus 42". 2-3307(d.1.) / 7/. ENTRANCES, DOORS, VESTIBULES AND CORRIDORS j. Top landing shall have 60" mm. width when door swings onto the landing, with a. All primary entrances to buildings shall 24" on strike side of door at exterior be accessible to the handicapped. ramp, or 18" at interior ramp. 2-3301(f) 2-3307(d.1) All required passage doors shall have 32" k. Ramp handrails are required on each side clear opening at 90 degrees (36" door). of ramp, when slope exceeds 1 in 15. 2- 2-3304(f) 3307(e.1) At least one of a pair of doors shall 1. Ramp handrails shall be continuous, meet the minimum 32" clear entrance width located 3011-34" in height above ramp requirement. 2-3304(f) surface, with 12" extensions beyond top and bottom, and the ends returned. . Threshold shall be no higher than 1/2" 2-3307(e.1) above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more in. Handrails shall be 1-1/4" to 2" cross than 1/4". 3304(i.1) section, spaced minimum of 1-1/2" from wall. 2-3307(e.1) . Exterior level landing may slope up to 1/4" per foot in any direction for n. A 2" high curb or wheel guide rail surface drainage. 2-413 centered 3" ± 1" above ramp surface is required on both sides where not . Door hardware shall be of the lever or otherwise bounded by walls when the ramp push type, mounted 30" to 44" above the exceeds 10 feet in length. floor and be operable with a maximum 2-3307(h.1) effort of 8.5 lbs. for exterior doors and SPECIAL ACCESS LIFTS - 5 lbs. for interior doors. 2-3304(c), 2- 3304(i.2) Lifts may be provided between levels, in . The lower 10" of the door shall be of lieu of elevator, when the vertical smooth, plane surface (no recess or trap) distance between landings, structural except at automatic and sliding doors. elevator, structural design and 2-3304(i.3) safeguards are as allowed by the State of California, Department of Industrial . Building entrance(s) shall be identified Relations, Division of Occupational by sign with the International Symbol of Safety and Health. 2-5107(a) Accessibility. Show location on plan. The symbol shall be a white figure on The lift platform shall be of sufficient blue background. 2-522(b) size to accommodate a wheelchair (301lx4811). 2-5107(a) . At turnstile, provide an access gate, 32" clear width opening, within 30 feet of There shall be a level and clear floor turnstile. 2-3304(i.4) area or landing (6011x6011) at each level for access to the lift. 2-5107(a) . There shall be a clear area on each side j of door, 60" deep in direction of door HAZARDS swing and 44" deep in opposite direction of door swing. 2-3304(i.1) a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) k. Width of clear area on the swing side of '. Approved stairway identification signs the door shall extend 24" past strike shall be located at each floor level in jamb for exterior doors and 18" past all enclosed stairways in buildings two strike jamb for interior doors, or more stories in height. The sign 2-3304(i.1) 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 1. The space between two consecutive doors and raised braille symbols which conform (vestibule) shall provide a minimum of to Section 522(b)3. The sign shall be 48" clear depth between the open door located approximately 5 feet above the and a second closed door.Doors in a floor landing immediately adjacent to the series at a vestibule shall swing in the door on the strike side. Signs shall same direction, or away from the space comply with requirements of U.B.C. between them. 2-3304(i.1) Standard No. 33-2. m For corridors over 200 feet long, see lql ELEVATORS special requirements of Sec. 2-3305(b)2. / a. Provide clear inside elevator car '. OORS dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 '5103(d.1). Floors of a given story shall be a common level throughout or shall be At least one elevator in buildings 4 connected by pedestrian ramps, passenger or more stories in height: 80" by elevators, or s pecial access lifts. 5411, with a 42-inch side slide door. 2-522(e) Applies only to: high-rise buildings, TAIRWAYS A/ElI occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and : Only applies where disabled access is condominiums. provided or required to other levels. Elevator in buildings more than two Treads shall have smooth, rounded stories or buildings where disabled exposed edges and be slip resistant. 2- access is required to upper level(s): 3306(s) 68" by 5411, with a minimum clear door width of 36". t. Nosing shall not project more than 1-1/2 inches past face of the riser Elevators other than in (b) above below. 2-3306(s) serving less than 50 occupants shall have a minimum inside platform of 4 • Risers shall be sufficiently solid. feet 6 inches by 4 feet 6 inches and a 2-3306(s) minimum clear door width of 36 inches. • The upper approach and lower tread of . Raised Braille markings and Arabic each flight of stairs shall be marked numerals are required on control buttons with a contrasting colored strip 2" in and door jambs. 2-5103(d.1) width. 2-3306(r) - _____ grrp FA(TLTrT On exterior stairs, each tread shall be marked as noted above. 2-3306(r) OTOILET FACILITIES ACCESS Handrails are required on each side of When located on accessible floors, stairway. 2-3306 sanitary facilities shall be made accessible to physically handicapped. g. Handrails shall be located 30" to 34" (2-511.1(a)) above nosing,extend 12" beyond top riser and 12" plus tread width beyond bottom Doorways shall have 32" minimum clear nosing and returned to wall/newel post. opening width. 2-511.1 2-3306(j.1). There shall be a level area with 60" h Handrails shall be 1-1/4" to 2" in clear depth in the direction of the door gripping cross section and 1-1/2" clear swing, and a level area with 44" clear of wall. 2-3306(j.1) depth in opposite direction of door swing. 2-511.1(a) 12. TIPLE ACCOMMODATION TOILET FACILITIES S 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 ettry and 34" clear width for side entry. Door to be self-closing. 2-511.1(a) 03. 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) 04-GRAB BARS AT WATER CLOSET One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511.1(a) Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.1(a) Bar fasteners. and mounting support shall be able to withstand 250 lbs./ft. in bending, shear and tension. - 2-511.1(a) eWATER 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 (19 URINALS Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) The force required to activate the flush valve shall be 5 lbs. maximum and located 4.4" maximum above floor. 5-1503(b) Provide 30" x 48" clear floor space for forward approach. 2-511.1(b) (I) 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) 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) C. 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) 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). 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) 27' PLUMBING REQUIREMENTS ( 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 2/ AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. ( a. 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) 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) MSCRMICAL, PLUMING, EKEWr PLAN Q)RION r JURISDICTION:— DATE: a] GLEN ABAM PLAN CH= NI:9 Z_— pz : El U 141L' eo4 ' c.. 5 ,'? 7 /.5 46r .X,'1'4t4-S /1O / c c!. -4.4 $ .2. ir ' 3 7/4t ,e/,4uSr Lc..tct .4i'J,4JO? /94 AJ 5,&4cL ar i#Jc 7w .5 ,w a. ci) C a 40 c ' — ci r s - c2 A-100 -03 e- 02 ez /1 (,m c2LL1t IcC , C C. LFA fl'Jc(jS /o,4- O14 its fL6$ 00 — i'kJ c2 t U / t) I CU-O 4 6'/ ,40c( ' C ' •7 5. ui&5 A#t ,pa (., S ..' A #4'J è -P.I'I / (4 #—i I 10 A40 i 14 v e. AJ 6. $ jIDICXIO:_________________ flAl cSQZ tuen 9 Z- PLA( ; C?UCXMNDATJ. Subit coplcte electrical plaits reflecting the full extent of work to be peoed, including but not licited to the following as applicable. Submit coplete service and feeder one- I line diagrac. = 215-5. Snow 'the AvailablO Fault Current (lac) / _.-c=the Utility Co. and at equipccnt where the Ise exceeds 10,000 =p:. Show the =pare mt rupting capacity I (.IC) ratings af service atd bscrvicc cquipccnt. 210-9, 230-65. Show the cethod used to licit fault centz to 10,000 aps on branch circuit:. Show fuse lc:tc:s if used J.IN, Show fu:c/brc_ke: site(s). l 240-6. Show each b-44 1d"3 discoan ting a. I *.X 2.30-4. Snow conduit and wt:e :.:es. () Specify vice typo (AL or Cu) and '— insulation (i.e. tnWN). IEC A7 310. Show the approxicate length of feeders. Show the grounding system. required for / each building, st.ructuzc, or service. l 250-24, &0(a), 81(c). 4'. ow the 'nc.a.rc.:z electrode" used for each / .rar.sforncr secondary ground system (i.e., bldg. steel, cold water pipe). *.'= 250- 26(c). )d'. Show the grounding electrode conductor size and wire type (AL/CU). X= 250-94. Submit load calculations. Include long / continuous loads (LCL) and largest motor leads. 2 A= 220. 15. Show/IdentifyA.ncw loads proposed for the If existing equipment. Fb9- ?A#JF-L66ArPLD D\ Indicate zain, service size and total load. Specify wiring methods (i.e., T, Metal Conduit). PAGE: l u S: I Show location of Sea-vice(s). I= 110-16, 230-2. - Specify dimension: of eqiaant rated f 1200 ps or more. 2.10-16(c)- Provide the required access and entrance to wozkinr space for equipaer.t rated 1200 anps or acre and over 6 feet wide. XC 110-16(c). Shcwlocation of a21 anc1:, lead --eREes,_ 110-16, 24.0-24, 300-21. Provide the required work space about / electrical e ipccn:. 110-16. Subti: cc---.)late panel schedule(s). ?rovide - ove:cu.rrcnt protection on the secondary side of t:an:fcae:s. 240- 21 Ex., 2.4-16(ci). Provide required t .azfcracr ven:ilcticn. %= 450-9. Provide receptacle(s) within 25 feet of !VAC equipment. LC 509. ?rovid the :coii:ed 20 ara 1200 VA.:iga 7 circuit(s) and receptacle(s). 2C (.00- 6(b)(c). Provide "unifo" pattern lighting within sight of multiple switch lighting control:. c_SC Title 26, 5319. Where the exit system serves a total i' occupant load o:: a)50 or more. Show exit signs on lighting plan(s) at all required c.;:,-*:-- and specify either self luminous or second power source (battery or generator). l 700-16/0C 3314. b)100 or core. Provide cia. 1 ft. candle at floor level of emergency (exit) i1lumi:ion and specify second power source (battery or generator). }C 700- 16/02C 3313. Tosieed inn the recheck nrocess. note on this -list (or a nov) where each cerrcction item has been ntdressp.d,i.e... laish.et,snecification,etc.Besure to enclose the marked un jst when you submit the revised t].ns. Any questions on electrical corrections please contact tho plan checker shown above at ___ii Corpo:atioi At (619) 560-1468. .k you. 10/03/91 Datez Jurisdiction 4LS1Sf'cD Prepared byt Pr frSCtti—' VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK NO._ 3S9 BUILDING ADDRESS - as'_g APPLICANT/CONTACT PHONE NO._________________ BUILDING OCCUPANCY 62 DESIGNER PHONE_____________ TYPE OF CONSTRUCTION; -S P,< CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA I VAL UATION IMULTIPLIER VALUE 36oQ 7 T6 CO Air Conditioning Commercial -Residential Res. or Comm. Fire_SDrinklers Total Value Building Permit Fee S_________________________________ Plan Check Fee $ $ CCMMNTS: SHEET ( OF/ 12/87 ' 5, of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: PLANCHECKNO.''L- BUILDING ADDRESS: PROJECT DESCRIPTION: S S ASSESSOR's PARCEL NUMBER: 0 EST. VALUE____________ ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies , marked with Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. 1st CHECK By: Date:_________ By:. ': - Date: 2nd CHECK By: Date:________ By: Date:__________ 3rd CHECK By: Date:__________ By: Date:_________ S ....... . :. . FOR OFFIAL USE ONLY S ENGINEERING AUThORIZATION TO ISSUE BUILDING. PERMIT' S .. DATE:. ATTACHMENTS El Dedication Application O Dedication Checklist O Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application O Right of Way Permit Application O Sewer Fee Information Sheet NAME: ADDRESS: PHONE: CONTACT PERSON - P:\doc9\chkl9t\bp0001.lrm REV 6/5/92 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576. (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST 1 SW 2nd./ 3rdV 1oo SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Lines Easements Existing & Proposed Structures E. Easements Existing Street Improvements F. Right-of-Way Width & Adjacent Streets O 0 0 2. Show on site plan: Drainage Patterns C. Existing Topography Existing & Proposed Slopes 0 0 0 3. Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure. O 0 0 4. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). 0 0 5. Include on title sheet Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION P:\docs\chklst\bp000l.frm Page 1 of 4 REV 6/5/92 C- BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 1st,/ 2nd/ 3rd' 11 0 0 6. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date:__________________ DEDICATION REQUIREMENTS o 0 0 7. Dedication for all Street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $______________ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date:___________ IMPROVEMENT REQUIREMENTS 0 0 0 8a. All needed public improvements upon and adjacent to the' building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:\doc.\chk1st\bp0001.frm Page 2 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST 1 SW 2nd./ 3rd,/ 0 0 0 8b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property. title report or current grant deed on the property and processing fee of $_ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows:_______________________________ Improvement Plans signed by: Date:___________ O 0 0 8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date: O 0 0 8d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. o 0 0 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). O 0 0 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: BUILDING PLANCHECK CHECKLIST P:\docs\chk1.t\bp0001.frm Page 3 of 4 REV 6/5/92 MISCELLANEOUS PERMITS 1 SW 2fldv' 3rd./ 0 0 0 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: Street improvements, trees, driveways. A separate Right-of-Way permit issued by the Engineering Department is required for the following: Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal. O 0 0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. j1 0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: P:\docs\chk1st\bp0001.frm Page 4 of 4 REV 6/5/92 CALCULATIONS WORKSHEET EDU CALCULATIONS: EDU's: ADT CALCULATIONS: ADT's: FEES REQUIRED: WITHIN CFD: O YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) ONO 0 1. PARK-IN-LIEU FEE PARK AREA: FEE/UNIT:_________ El 2.TRAFFIC IMPACT FEE ADT's: FEE/ADT: BRIDGE AND THOROUGHFARE FEE ADTs: FEE/ADT:____________ FACILITIES MANAGEMENT FEE ZONE: FEE/EDU:_________ El 5. PUBLIC FACILITIES FEE Cl 6. SEWER FEES PERMIT No. EDU's: FEE/EDU:_________ BENEFIT AREA: FEE: El 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) 0 8. MELLO ROOS REMARKS: P:\docs\chklat\bp000l.lrm REV 6/5/92 II V 41 10 41 0 PLANNING CHECKLIST Plan Check No. Q 2-s-5? Address 2c' 57 ig ,',' ,gpaizQ 7~1j Planner VAN LYNCH Phone 438-1161 ext. 4325 (Name) APN: - - Type of Project and Use //JØI4flp,4fJC 7T - Zone ___ Facilities Management Zone Legend EZT' Item Complete [tern Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified A. Environmental Review Required: YES - NO Z, TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES - NO TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Q 0 California Coastal Commission Permit Required: YES - NO DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Required __ Shown Required Spaces Required Guest Spaces Required Lot coverage: Height: Parking: Shown Shown Shown V rau LRU Landscape Plan Required: YES ___ ___ See attached submittal requirements for landscape plans Site Plan: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of pr-.Derty. Provide assessor's parcel number. Zoning: 'G cR '°46 F 1. Setbacks: Front: Int. Side: Street Side: Rear: Required Shown Required Shown Required Shown Required Shown 0 0 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 4'sL- DATE PLNCK.FRM City of Carlsbad Fire Department Bureau of Prevention Plan Review: Requirements Category: Date of Report:Wednesday, July 29, 1992 Contact Name John Oznrovlch Building Plan Check Reviewed by:____________________ Address 2051 Palomar Airport Rd City, State Carlsbad CA 92009 Bldg. Dept. No. 92-559 Planning No. Job Name Hughes lPD Facility Job Address 2051 Palomar Airport Ste. or Bldg. No. Og Approved - The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. O Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 92111-1 File# 2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121 City of Carlsbad 92111-1 Fire Department Bureau of Prevention Plan Review: Requirements Category: Date of Report:Monday, July 20, 1992 Contact Name John Oznrovich Building Plan Check Reviewed by: U Ar7e~ Address 2051 Palomar Airport Rd City, State Carlsbad CA 92009 Bldg. Dept. No. 92-559 Planning No. - Job Name Hughes lPD Facility Job Address 2051 Palomar Airport Ste. or Bldg. No. 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. Il 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# 92111-1 File# 2560 Orion Way 0 Carlsbad, California 92008 0 (619) 931-2121 Requirements Category: Building Plan Check HAF9f11 -1 Deficiency Item: 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. Provide architectural construction schedules. Provide report from esgil. Deficiency Item: Pen ding 16 NS Design Sprinkler system design shall be in accordance with standards set forth by the National Fire Protection Association and UBC Standards 38-1 and 38-2. Permits are required prior to installation. Plans, specifications and calculations shall be certified by a licensed fire protection engineer or other person deemed competent by the Chief, and submitted in the name of a licensed sprinkler contractor. Warehouse buildings for which no specific use, occupant, product, activity or storage array has been identified, shall be protected by sprinkler system designed to deliver water at the rate of .33 gallons per square foot, throughout a 3000 square foot design area. Deficiency Item: P e n d I n g 18 Fire Extinguishers Required Provide one 2A1013C fire extinguisher for each 6000 square feet or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. See item 32 for any additional fire extinguisher requirements. Deficiency !trm: P e n d I n g 20 Number of Exits i Every building or usable portion thereof shall have at least one exit, not less than two exits where required by UBC table 33-A. See item 32 for specific Exit requirement. Deficiency Item: Pending 21 Exit Doors Exit doors shall be of the pivoted type or side hinged swinging type. Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. Special Doors- Revolving, sliding and overhead doors shall not be used as required exits. Power-operated doors complying with UBC Standard No.33-11 may be used for exit purposes. Addditional Doors- When additional doors are provided for egress purposes, they shall conform to all the provisions of UBC chapter 33. See item 32 for specific requirements for your exit doors. Deficiency Item: Pen d In g 22 Exit Door Hardware Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exception: In group B occupancies, key locking hardware may be used on the Main Exit when the main exit consists of a single door or pair of doors if there is a readily visible, durable sign on or adjacent to the door stating, "This door to remain unlocked during business hours." For State Fire Marshal, sign shall read, "This door to remain unlocked whenever the building is occupied." See item 32 for additional exit door hardware requirements. - Page Jul 20, 1992 Requirements Category: Building Plan Check HAFi2i11 -1 Deficiency Item: P e n d I n g 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 3 1 07/20/92 a rl w It --j- ZL — a 111° W i ç — u—Ifl 1 0 I; (O - C'-' - t) N Li " II 0 U 0 0 TI O LTf -1 0>- 41 -) 11)0 (1) :z 7-z-q -9 SKT Structural Engineering. 15375 Berrenca Pkwy Suite A-201 Irvine. CA 92718• (714) 727-9070 SKT PLAN CHECK STRUCTURAL CALCULATIONS FOR - HUGHES CLEAN ROOM CARLSBAD, CALIFORNIA dp 1988 UNIFORM BUILDING CODE SKT JOB #T92016 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 EVALUATION OF THE ENGINEERING DECISIONS MADE BY SKT STRUCTURAL ENGINEERING SHOULD BE BASED ONLY ON A REVIEW OF THE PLANS AND SPECIFICATIONS. IJ 'I> 5. I' Jc ' o —n 1 0 t33 -et E ft bi fi 0 vn - (>3 0 SKT STRUCTURAL ENGINEERING Title :HUGHES CLEAN ROOM 15375 BARRANCA PARKWAY Scope :EXISTING ROOF FRAMING SUITE A-201 Number:T92016 IRVINE, CA 92718 Misc :NEW MECH UNIT 714 727-9070 Dsngr :RGN Date:22-Jul-92 ------------------------------------------------------------------------ STEEL COLUMN DESIGN Page DESCRIPTION >> CHECK EXISTING COLUMN AT GRID 4 >> ---------COLUMN DATA ---------- ----------- DESIGN DATA ------------ AISC SECTION ------>>TS5x5x3/8 Fy = 36 ksi TOTAL COLUMN HT. = 24.5 ft LOAD DURATION FACTOR = 1 COMBINE LL & ST ? N v/n SUPPORT FIXITY --->> 1 << 1=Pin/Pin, 2=Fix/Fix, 3=Pin/Fix SIDESWAY l:Restrained, O:Free 4=Fix/Pin, 5=Fix/Free X-X AXIS = 1 (Bottom/Top) Y-Y AXIS = 1 UNBRACED LENGTHS: EFFECTIVE LENGTH FACTORS: X-X AXIS = 24.5 ft X-X AXIS = 1 Y-Y AXIS = 24.5 ft Y-Y AXIS = 1 --------------------APPLIED LOADS ------------------------------ AXIAL DEAD LOAD = 8.5 kips ECC. for X-X MOMENTS = in it LIVE LOAD = 11.7 kips " " Y-Y " = in it SHORT TERN = kips Dead Live Short SLoc ELoc X-X AXIS MOMENTS: TOP = k-ft BOTTOM = k-ft BTWN ENDS = ft Y-Y AXIS MOMENTS: TOP = k-ft BOTTOM = k-ft BTWN ENDS = -ft POINT LOADS: (k) X-X = ft Y-Y = ft UNIFORM: (k/ft) X-X = ft Y-Y = ft -----------------------SUMMARY -------------------------------- USE : TS5X5X3/8, Max Stress Ratio = 0.51 Load Comb... >> Dead Live D+L DL+ST Formula 1.6 - la = 0.216 0.297 0.513 0.216 OK Formula 1.6 - lb = 0.060 0.082 0.142 0.060 OK Formula 1.6 - 2 = OK Actual & Allowable Stresses... Fa : Allowable = fa : Actual = Fb:xx : Allowable = fb:xx Actual = Fb:yy : Allowable = fb:yy Actual = 5.99 5.99 5.99 5.99 ksi 1.29 1.78 3.07 1.29 ksi 21.0 21.60 21.60 21.60 ksi ksi 21.60 21.60 21.60 21.60 ksi ksi Max X-X Axis Deflection = in @ ft from base Max Y-Y Axis Deflection = ---------------------------------------------------------------------- in @ ft from base --------------------STEEL SECTION DATA -------------------- DEPTH 5.00 = 5.00 in I-xx = 22.799 in-4 WIDTH = 5.000 in S-xx = 9.1199 in-3 FLANGE THICKNESS = 0.375 in R-xx = 1.861 in S SKT STRUCTURAL ENGINEERING Title :HUGHES CLEAN ROOM 15375 BARRANCA PARKWAY Scope :EXISTING ROOF FRAMING SUITE A-201 Nuxnber:T92016 IRVINE, CA 92718 Misc :NEW MECH UNIT 714 727-9070 Dsngr :RGN Date:22-Jul-92 STEEL ------------------------------------------------------------------------ COLUMN DESIGN - Page 33 WEB THICKNESS = 0.375 in I-yy = 22.799 in4 AREA = 6.58 in2 S-yy = 9.12 in WEIGHT = 22.34 #/ft R-yy = 1.861 in r-T = -----------------INTERMEDIATE STRESS CALCULATION VALUES --------------- F'ex (DL+LL) = 5986.3 psi F'ex (DL+LL+ST) = 5986.3 psi F t ey (DL+LL) = 5986.3 psi F'ey (DL+LL+ST) = 5986.3 psi Cm:x (DL+LL) = 0.60 Cm:x (DL+LL+ST) = 0.60 Cn:y (DL+LL) = 0.60 Cm:y (DL+LL+ST) = 0.60 Cb:x (DL+LL) = 1.75 Cb:x (DL+LL+ST) = 1.75 Cb:y (DL+LL) = 1.75 Cb:y (DL+LL+ST) = 1.75 1.4 AA JOB NO. BY Ina III SKT Structural Engineering SKT 375 Barranca Suite A-2(JI Irvine. CA 92718 OF ccx Ex'Jic F= jc -'s A44- 'cot C. 1ALLOW I r- >1, 2. I, E.xsrs COL. cT 1Ec4 UT ON.I NJ. ER -11 us 4-/ ECt U8Y - E) (A) FALLaUJ (J°°6) >2400' Pit c4-kcK OV 2fLI12J JNJ @4tDC (it 2/BO ___ SKT Structural Engineering 15375 Barrenca Pkwy Suite A-201 Irvine, CA 92718• (714) 727-9070 SKT STRUCTURAL CALCULATIONS FOR MODIFICATIONS FOR NEW CLEAN ROOM HUGHES FACILITY @M17rTf, CALIFORNIA 1988 UNIFORM BUILDING CODE SKT JOB #T92016 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 EVALUATION OF THE ENGINEERING DECISIONS MADE BY SKT STRUCTURAL ENGINEERING SHOULD BE BASED ONLY ON A REVIEW OF THE PLANS AND SPECIFICATIONS. HUGHES CLEAN ROOM T92016 DESIGN SUMMARY 1988 UBC EXISTING ROOF LOADS: DEAD = 14 PSF LIVE = 20 PSF (REDUCED TO 12 PSF AT GIRDERS) CEILING LIVE LOAD: 10 PSF WIND: EXPOSURE C SEISMIC: ZONE 4 5c 2. Oo II&A1I1SKT Structural Engineering S ('V 23141 Verdugo Dr's Suite 200 Laguna I-4u11a CA 92653 EtLuJG Jotc'r ri 4150' - s?4.o.o;I - loev S7 7 I+XFJ 10oog2-... (ALs) 1II1I_SKT Structural Engineering BY fZ F-I S Ic(1 23141 VerdUgCAO Or' Suite 200 Legune -hUla 92853 DAlE ___8ff OF__ ,j4 LVATD iLATFOSJ4 F". 2)/2 = r'1 14.1 R= W/22( q7: 2 CrY N1 (t(o(i 2ofl 41J ro. AF , MW iAL1Ii SKT Structural Engineering S .r 23141 VerdUgO Or Suite 200 Legune HdIe CA 82853 (LR.JE ii-) II , (14+vi) -14 PjA', r~2,oDO DATE____________________________ Off, 3OF____ 1oP I- SKT STRUCTURAL ENGINEERING Title 15375 BARRANCA PARKWAY Scope SUITE A-201 Number: IRVINE, CA 92718 Misc 714 727-9070 Dsngr : Date:07-Jun-92 ------------------------------------------------------------------------- ------------------------------------------------------------------------- SERIES OF CANTILEVERED BEANS Page 4 DESCRIPTION >' CHECK EXISTING GIRDER FOR A/H UNITS >> Lamination Thickness = ---------------------------------------------------------------------------------------------------------------- 1.5 in Cants. Braced' yin: Y Live Load Skip Loaded? V yin Load Duration Factor= 1.25 >>> Span Type RCANT SIMP DOUBLE SIMP DOUBLE SIMP DOUBLE SIMP DOUBLE SIMP LCANT COLUMN BAY SPACING ft! 56 56 56 .Actuat Span ftl - - - 45.00 - - - 46.50 - - - - - - - - - - - - LEFT CANTILEVER ft! - - - - - - 11.00 - - - - . - - - - - - - RIGHT 'I ftl - - 9.50 - - - - - - - - - - - - - BEAM WIDTH in! 6.75 6.75 6.75 BEAM DEPTH in! 31.50 31.50 31.50 Moments... Left ft-kf - . I I - - - - === I -224.2 == - - - I I I - - - - - - - - - Center ft-k! 184.3 172.9 226.8 Right ft-k! - - - -212.7 - - - ======== - - - - - - - - - - - - F'b - Allow. psi! 2,695 I======== 2,695 2,695 ======= ======== ! I ======== I fb - Actual psi! 1,981 2,410 2,438 F'v - Allow. psi! 193.8 193.8 193.8 fv - Actual psi! 115.6 170.6 137.8 Max. Shear #1 16,380 24,183 19,537 Max. Left Reaction #1 16,380 46,914 18,927 Max. Right " #1 16,380 47,868 19,537 Critr Deft. DL in! -1.21 -0.35 -1.38 Max. inj -2.25 -2.84 -2.95 Left Cant: DL in! --- -0.50 ---- Max. in! ---- -2.60 ---- Right Cant: DL in! ---- -0.28 -- ---- Max. in! ---- -2.10 ---- --- DESIGNDATA ------ I -------- I-------- --------- I-------- I -------- I-------- I-------- I-------- I-------- I-------- I--------I UNBRACED LENGTH ftl Fb psi 2400 2400 2400 Fv psi! 155 155 155 ELASTIC MODULUS *10-61 1.8 1.7 1.7 1.7 1.8 1.8 1.8 1.8 1.8 1.8 1.8 -- APPLIEDLOADS ----- ! -------- I-------- I-------- I-------- I-------- I-------- I-------- I-------- I -------- I--------I UNIFORM.... DL ptf! 392 392 392 LL pLf! 336 336 336 DISTRIBUTED: DL pLf! LL pLf! X-Left ftl X-Right ftl POINT: #1 DL LL #1 942 X-Dist. ftl 16 #2 DL LL #1 942 X-Dist. ft! 32 SKT STRUCTURAL ENGINEERING Title 15375 BARPANCA PARKWAY Scope SUITE A-201 Number: IRVINE, CA 92718 Misc 714 727-9070 Dsngr : Date:07-Jun-92 SERIES OF ------------------------------------------------------------------------- ------------------------------------------------------------------------- CANTILEVERED BEANS Page So #3 DL # LL # 1364 X-Dist. f l 40 #4 DL #1 LL # 1364 X-Dist. ftl 48 #5 DL #1 LL # X-Dist. ftl #6 DL LL # X-Dist. ftl #7 DL # LL X-Dist. ftl Eng'r: D- 7 - IC suchiyama & Kaino Date: -1 74 - Job: j(S. ctJ OIt onsultingg Mechanical Engineers Title: To1L- io, 0 72- 50 ; /ö7L on-sjCx A1 2. 1 7c.:-o CJ-f>\ °C,51 ;1, 1A- 47DCfr" °0L- ,-\ C 72 2-R ; I'L-S5 I = 1355FT - 215cOc Ck - D7 Q7?9 cD0Si e4v POiLk2 Tc' 1coE31- ,CoZ-E, Zo hr SCALE: 2010 Main Street • Suite 450 0 Irvine 6 California 92714. (714) 756-0565 9 FAX (714) 756-0927 c...o. --T '-I 55 I I ON I cO- i Nc i-I-- I J- LL I — 5- :5 I OL el ,t I -LIAZJ 01 CO I Cu I-I•>-I OICLI itiJZi-.I .5.1:0 -jI -; 'ZZ LU 2: iLi_L.j -'ZJJ -J:i_IZ CZ ZZICu:- rILUaL).j.JI i CLJL1 0 ZL F"- LLj - 0 0 1 LU D C CL: L _JC CL CL ;'j1 Z 3 CL: '-1 L.. I. * 4. * + 4 •II C . o I— .1. '- 4: . JjW-rJ'LL r' 4- i- --&JI..5 ....g 4: -ITI T A 0 -: 'f • .i r . . ,. • ... 'C. 4. '0 :- - 4 A 4. +- ii_p 4 1. * 4 4- 4.. -. 4 ± .4 4 4- 4 4 o---.----. 4 4 4 :4. — 4 4 * -:: A1 #•-I.L .-.Wut4:-j •:LLJi .'-'--- 16 '--4 :o — n:Iui Lr 77 z -".i :•--.4 . — I- -* rO 4 4. • /4j 2/92 I 15:01 J. . • -R-0-D & Mc-C-L-U-N-G P-A-C-E • - •': CO - C-0-I-L S-E-L.E-C-T-X-O-N P-R-O-G-R-Jl-M .WA.TE-R C-O-O-L-I--N-G COIsL.S '.• ....• - •:;::•: ..: • 4; -PACE Coil Model Number.. . •' ..... -8B CW 48.0 X 73. *- 32/ ......• 8 Agency o i C SAN DIEGO :.Run By Item Number Identifier ab-]. Standard Air Flow Rate (CFM) 10500. Actual Air Flow Rate (Cm) 10500. Elevation 0t):..0, Density Ratio 1,000 This selection is STANDARD CPN Entering Air Dry Bulb Temperature (F) 77.0 Z Entering Air Wet 14b Temperature (F) 69.5 Zeaving Air Dry Bu].b Temperature (F) 52.6 Leaving Air Wet Bulb Temperature (v') 521 • Entering Water Temperature (F) 38.0 ' .. leaving Water Temperature (F)."58.0 Total BTU/HR for Each Coil .157513 4. - Sensible BTLY/HR for Each Coil 279258. Gallons per Minute Each Coil 57.51 Gallons per Minute per Teed 1.80 Coil Face Area (Sq. Ft.) 24.33 Standard Face Velocity (PPN) •: .; •. 431.5 :.:. ... Actual Face Velocity FPM) 431,5 . . .... . .. ..•....•......s,... • •,•,...,. : Rows Required for 8 .PPI 7.78 Rowe Required for 10-iPI 6.99 Rove Required for 12-FPI 6.41 Air Pressure Drop (fl WG) 8-4PI .90 Number of Tubes Ted (circuits) 32 Number of Passes 5 Water pressure Drop (Pt. of H2O) 5.80 Connection Size (In) • • . 2.00 S/ 2/92 • 15:01 B-R-O-D & Mc-C-L-U--G P-A-C-E C-O _____ __e C-O-I-L S-B-L-E.C-T-X-O-N - .CH1-LLED WATER CLIN COIS 4; -PACE coil Model Number*- .873.-_A-32/8 Agency 0 N G SAN DIEGO ::Run By *f Item Number Identifier Standard Air Flow Rate (CFM) 10500. Actual Air Plow Rate (CFM) iosoo. Elevation (Pt) Density Ratio. •.; •. .. i,oeo This selection LB STANDARD CFI4 Entering Air Dry. Bulb ,Temperature (F) 770 Entering Air Wet Bulb !Temperature. (F) 69.5 Leaving Air Dry Bulb Temperature (F) 52.6 Leaving Air Wet Bulb Temperature (F) 521 Entering Water Temperature (F) 38.0 ' Leaving Water Temperature (F) 58.0 1rata]. STU/NR for Each -Coil.575134, - Sensible BTU/RR for Each Coil 279258. Gallons per Minute Each Coil 57.51 Gallons per Minute per Feed ]..BO ':Coil Face Area (sq.Ft.) .•.24 33 Standard Face velocity (PPM): - Actual Face Velocity (TP?4) 4311-5 00 a 0.0'.08.64 00*0000000000.00 pope@ 6.140V weave Rows Required for 8 "iPX 7.78 Rows Required for 10-FPI 6.99 Rows Required for 12-FPI 6.42. • S S S •S•SSSSSp.SS.SSSUS Air Pressure Drop (n VG) 84PI .90 Number of Tubes Fed (circuits) 32 Number of Passes 8 Water pressure Drop (Pt. of ff20) 5.80 Connection Size (In) • 2•00 SENT BY: XEROX Teecopier 7017: 7— 8-92 ; 13:57 : 6199313329 # 8 LDt p -IôOA' V(J At. 'i/oe /A?p.,* 9VOWT, 10 ?r91 qij 24 q11 Z67 AM 01CILUMON C©i©I HAZARDOUS MATERIALS QUESTIONNAIRE raft Compa 2051,Pa1omar Airport Rd Carlsbad CA 92009 Mailing Address City State Plan Fie I PART 'l FJJ€PARTMENT . HA2RDOUS GAVEIRIALS MANA6019NIT fllYIS1OH OCCUPANP CLA$SlFICJaTlQ --Indicate, by circling the item, whether your business will use, process, or atom any of the following hazardous materials. If any of the Items are checked off, applicant must coritaoj the Fire Deparlmont44a2*rdous Materials Management DMslovi, $25 8 SW.it SuIte 705, San Diego, CA 92101. Telephone (819) 523.4400 prior to plan submittal. Organic Peroxides '.4k Cryogenics gg~ E xplosive orElasting Agents Cl)Oxidizers (jj) Highly Toxic or Toxic Materials ompressed GUes 7. Pyrophoilca 12 ammable or Combustible Liquids B, Unstable (Reactive) Materials (13 Corrosives 4. Flammable Solids 9. Water-.actives 'fl Other Health Hazards PART 1111, CLIWTY OF SAN DIEGO HEALTH OEARTMENT. t4A7&RDOUS MLT!RIALI MANAO1ILtHT 01V1jQj CONTINGENCY PLAN REVIEW It the answer to any of the questions Is yes, applicant must contact the County of Ban Diego Hazardous Materials Management Division, 1285 Imperial Avenue, 3rd floor, San Diegø, CA 92138. Telephone (619) 338.2222 prior to the Issuance of a building parmiL YES NO (FEE MiY BE REQUIRED) I. CM= Is your business type fisted on the riverse side of this form? 2. M= Will your business dispose of Ha2ardou5 Substances or Medical Wastes in any amount? qm= Will your business store or handle Hazardous Substances In quantities equal toot greater than 51 gallons, 500 pounds, or 200 cubic feet of compressed gas? 4. Will your business use an existing or Install an undergrcatd storage tank? 5. CJM Will your business store, use, or hand), carcinogens, reproductive toxins,ins, or Acutely Hazardous Materials? 6. D Will your business be located within 1.000 feat from the outer boundary of a school and handle Acutely HazaIous Materials? If th. answer to any of the questions is yes, applióant must contact the Air Pollution Control District. 9150 Cheaspak Drive, Barr Diego, CA 92123. Telephone (519) 694-3307 prier to the nuance of a building permit. YES NO 1, GM Will the Intended occupant instafl or use any of the equipment Hated on the Usting of Air Pollution Control District Permit Categories, on the reverse side of this form? (ANSWER ONLY IF THE ANSWER 10 QUESTION 11$ YES.) Will the subject facility be located wIthin 1,000 feet of the outer boundary of a school (K thru 12)15 listed In the current Directory at School and Community College DisPleta, published by the San Diego County Office of Education and the current California Private School Directory, compiled In accordance with provisions of Education Code Section 331907 Briefly describe nature of the intend business activity: - - - - MANUFACTURING AND ASSEMBLY-. COMPANY true and correct. DO NOT _WRITE BELOW THIS PIRçT OCCUPANCY BY: I my responses made herein are 00'- 9XW RN PERtIT REOLS!EUENT3 COU114vtopriffAll APCD APPOOVID rca SJLDiNc PE7 5111 tC COUNTY HMMD APCD APPROVED FOR OCCUPANCY COUNTY HMMD APCD cTjF UM4N/4, A(D I 1 bvUdr Si 1 ATIJAF -DiftE Pot AclJ(1 O) r - i]n 'c©i©L HAZARDOUS MATERIALS QUESTION f,L Business Name Contact Person Telephone Yuohes Aircraft Co- rius±ri1 Prthi,çtc.Div.. j]ohnflzurnvch -. (619) 931-6341 Mailing Address City . Slat. ap Plan File# 2051 Palomar Airport Rd. Carlsbad CA 92009 Indicate, by circling the item, whether your business will use, process, or store any of the to checked off, applicant must contact the Fir. Department-Hazardous Materials Management Telephone (619) 533-4400 prior to plan submittal. t Explosive or Blasting Agents Compressed Gases FIammable or Combustible Liquids 4, Flammable Solids hazardous material;. If any of the Items are ri, 825 B Street, Suite 705, San Diego. CA 92101. Cryogenlcs Highly Toxic or Toxic Materials & Radloactives C,%)Corrasivu 14. Other Health Hazards J anIc Peroxide; (1) Oxidizers 7. Pyrophorics B. Unstable (Reactive) Materials 9. WaterR.actives PART lI CDUP4TY OF., SAN DIEçOJjEALTH.... DEPARTMENT . HA7AflDOlJ8 MTERlAjMANAU ENT ,,pIVISj9 CONTINGENCY PLAN RtWIEW If the answer to any of the questions Is yes, applicant must contact the County of San Diego Hazardous Materials Management DMsp.1 1255 Imperial Avenue, 3rd floor, San Diego, CA 92138. Telephone (519) 338-2222 prior to the issuance of a building permit. YES NO (FEE MAY BE REQUIRE ) 0 I. Is your business type listed on the reverse side of this form? I Will your business dispose of Hazardous Substances or Medical Wastes in any amount? ULI Will your business store or handle Hazardou; Substances in quantities equal to or greater than 65 gallons, 600 pounds, or 200 cubic feet of compressed gas? M CM Will your business use an existing or install an underèrcund storage tank? 6. M Will your business store, use, or handle carcinogen;, reproductive toxins, or Acutely Hazardous Materials? 6. in Will your business be located within 1,000 feet from the outer boundary of a sd'iool and handle Acutely Hazardous Materials? PART ttt SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT It the answer to any of the questions is yes, applicant must contact the Air Pollution Control Di;ict, 9150 Chesapeake Drive, San Diego, CA 92123. Telephone (619) 6944307 prior to the Issuance of • building permit. YES NO 1. 113 IM Will the Intended occupant Install or use any of the ,uipment listed on the Listing of Air Pollution Control Distvict'Parmlt Categories, on the revere, side of this fern,? P. (ANSWER ONLY IF THE ANSWER TO QUESTION 116 YES.) Will the subject facility be located within 11,000 feet of the outev boundary of a school (IC thru 12) as listed In the current Directory of School and Community College Districts, published by the San Diego Cowily Office of Education and the current California Private School Directory, complied In accordance with provisions of Education Code Section 33190? - Briefly describe nature of the intended business activity: 14'48 CSHR02 627 Electronic parts manufacturing and assembly. 9145 915 429K20 $120. Name of Owner or Authorized Agent: ,, , ,, - CASH -4 1;4U- 0 true and correct, or my a responses mace nerein are 6-9-92 WRITE BELOW THIS LINE FIRE DPATMENT OCCUPANCY CLASSIFICA BY; O$I PiRSET MQI,IREWENTI COUNTY HMMD APCD - APPIIQVED foa 5UI,)NO ?T IUT MT FOR óócUPNCY COIl APCD APPROVED FOR OCCUPANCY COUNTY HMMD APCD "E.10 —u te -- DATE APCD (10•9O) - ,, D T - ArWA Ieiecoper IU1I I b i INDUSTRIAL WASTE DISCHARGE PERMIT 5S APPLICATION APLNO. INb.CLASS____________ 111èINESSNAME E)DDRESS' :,?O$( 7? #A 0"14 t, 0. NTACT PERSON (at business)_3ohn Ozurovich NUMBER (619) 931-6341 Of all that apply) Q Agricultural Assembly Automotive LXJ Chemical Handling Electronics 0 Food O Government Laboratory U Laundry Manufacturing Medical Metal Work Office Photo Lab Retail Service Station .i Warehouse Dother_______________ RISE WASTE OTHER THAN DOMESTIC (Chemicals Particulates, at, enerated_from cooling tower, aqueous cleaner laboratory gla Industrial waste water ØIBE BUSINESS ACTIVITY; _Electronic parts manufacturing and assembly. DESCRIPTION OF ONSITE WASTEWATER PROCESSING: (chemical & physical characteristics)_ flnh, rnn1n, lnwr w+ 1c +rtd fm' canduetivitv. All other eculoment drainage water isusi'eu presently in operation at sit.? M YES 0 NO - -Rae Wastewater Discharge Permit been applied for through the Encina Water Authority? 13 YES O NO 51i'sName_Chuck Pridham 6~~LL~TltleOperations Managelphone (619) 931-3647 Please Print 'A & 8Iture: Date Date 8 Signature of City Representative EXEMPT NOT EXEMPT Date forwarded to Enolna______________________ M. 2/10/92 14 ., .., I b:insnn 0NT ROL= 1, vapor proof incandescent light fixture. (6 & 8 ft hoods have 2) 6" x 24" rectangular stainless steel exhaust collar. * sash counterweight. fixed 3 place baffle. Construction Details Exterior-mild cQld rolled steel with baked On chemically resistant finish. Interior-walls and baffles ¼" liner with white reflective chemically resistant finish. Sash-¼" laminated safety glass. - by by 'pass air grill with s€a€onary louvers. ' Dimensional Chart '.2 SA35A 135 Il7½I48 1 30142h[32 _ 10 1SA58A 58 29 48 30 42½ 32 I E • 1SA70A - 70 35 48 30 42½ 32 F • 32 lSA94A*48 30 42½ 17.5 t.tr I CPMData Chart Hood Sq ft 100 125 150 Length opng. LFN LFZ4 LM 35 7.2 720 900 1080 44 L 47 9.9 990 1238 1485- 3.5 58 12.3 1230 1538 1845 Hood static Pressure ¼" 45 *94W fume hood has (2) 6"Iflrawn b3 Scale 70 15 - 1500 - 1875 2250 x-2441 exhaust collars @ 25.5 from either end _p_- ___ [Date 4/1/88 checked - 94 20.3 _LL 2030 2538 1 304S SENT BY: XEROX Telecopier 7017 7— 6-92 : 14:05 : •Ii: 6199313329-. C #23 4. SENT BY: XEROX Telecooier 7017; 7— 8-92 ; 1405 5199313329-' .iiii iinuwig nivrri i r i•iorM i 114*' C) c'c1 4 INTERDEPARTMENTAL CORRESPONDENCE #24 019 VVI 4;5 2 Tot Kasi Ramakrlshnan act DAYS, July to 1992 Carlsbad W; IDC94I4M8H/39 sugjscyi Fume Hood Usage ,arn Mark Hammond oi 94,14-00 usse 770 ivst 0245 icc, SM ax,: 6296 The-three fumahoods used In the Phatonlc,'Laboratories each have a separate use. —The—laminar flow fwnehocd (Room0012$)is used pr1mari1y In the cleaning of parts - and subassemblies. Common cleaning solvents Include methanol, Isopropyl alcohol, acetone, and trichioroethane. Very small amounts of liquid (on the order f 5-10 cc) are used to clean parts for an individual assembly. Left over liquid Is poured Into storage containers which are located below the fumehood. In the past, these chemicals were disposed of by facilities personnel under the supervision of the Health and Safety Administrator. Photonics Lab personnel have not been responsible for disposal. For the volume production that is currently planned for the Photonics Lab, we anticipate approximately 1 gallon of residual chemicals per week that will require disposal. The second fumehood in use with our lab houses the lapping station. This station uses normal tap water as a vehicle and no solvents for lapping lithium niobate chips. The lapping operation uses diamond lapping films and polishing pads. Since only miniscule amounts of lithium niobate are removed from chip surfaces, no "slurry" Is created, Water from this operation Is returned to the normal drain. Lastly, we have a laminar flow station which Is In our present hybrid lab. This station Is used for Inspection and kitting of assemblies and parts. No chemicals are used at this station, In general. SENT BY XEROX Telecopier 7017; 7— 8-92 ; 1406 WWIII WI VI •VIVWYVI IVbI I V IV va I VVIT I . 619931 3329w I !.VVVV.V #25 ,v vvl WVVIWI 1p IA C r 'IC. IGO CwiiO .ed /P1 Fr7F r50pr.pyl AtLaAol • • i JC 100 G.M s4/*' (w*1d c.) -J PMorIMa.rf FC"/O Ct APZ& tusia iQ.ss,iav' (iCss#r) 711 4osM P44i CA.4.. iNeà4 RA Iq Sotd&rlAj Ftsuc (Ces4,) 2 , '•) a 1 cn CD 'C -< m — 'C C-) CD CD Pt)1 co '-6 co cc I - pJ I- I 11 J _ ccl — co cc SENT BY: XEROX Telecopier 7017: 7— 8-92 14:07 8199313329-' #27 - SENT EV1HUGH! MED INT PRD3 ; 7- 1-92 1:41PM ; 1a -' w Materials and Proceues Laboratory Processes and test procedures that require the use of a fume hood for ventilation arid turns control. P,inted olroult board testing Thermal stress of test coupons In hot solder pot. Solderability testing of component leads In solder pot 550 OF solder pot generetes flux vapors After soldering, samples are duned by bmshln with Isopropyf alcohol. But done In hood Preparation of printed circuit board cross section samples Acrylic potrig compound is mixed In fume hood to prevent h'trath,g vapors from dispersing throughout the laboratory. Testing of conformal coating and other finishes. Samples of va1ous type of ooatina are mixed thinned, and applied wth brush or dipping In hood. Cleaning of oxidized leads for soldering. Various types of adds and acid solutions are used to remove oxidation and to prepare leads for tinning or soldering These must be used under the hood to prevent skin and eye contact and Irritation from vapors. Mixing of polyurethane, epoxy, and polysulfide potting compounds. The catalysts for these are Irritating and should be used under i fume hood. SENT BY: XEROX Telecopier 7017: 7- 8-92 ; 14:08 6199313329- )#29 of the pwa. The fluxed pwa is passed throFhs preheater chamber. Alcohol Is evaporatedthe flux In this stage and the pwa is preheated topto 200 deg F. The bottom of the fluxed, prehetéd pwa is passed ugh the solder wave and solder deposItsd In the pwa Iated-throLgh holes. The p)ia stays on the convey In a cool down stae/D4fore removal. Attached to th conveyor i a finger cleaner which consists of a sen of b shes rinsed by PPG 1,1,1 Trichioroethane. Th chior Is pumped from a 4 Callon reservoir to the fl er aner. The entire ma me enclosure integrted to an exhaust system. / After wave sjider, the pwa Is once again cleaie4 in the vapor degreaser)ee (2) above). Once clean, the pwa l'qanually ~reworkef solder defects. This process involves tIeuse of a and small amounts of flux at an operator wbr nce reworked, the pwa is transported to the alcohl oth for cleaning. The detailed description of the hand cleaning operation is as follows: (4) Alcohol clean The alcohol cleaning booth Is an exhausted fume hood work station used to manually clean electronic printed wiring assemblies. The station has 3 lidded stainless steel containers placed on a work surface inside the Iroquois Industries 5848 fume hood. The containers hold J.T. Baker 2- propanol (isopropyl alcohol). Two of the three containers measure 7 inch x 12 inch and hold .75 gallons of propanot max. The third container is 10 Inch x 12 inch and holds exactly 1 gallon max. The operator transports an electronic assembly to the station for cleaning. The exhaust blower is turned on, SENT BY: XEROX Telecopier 7017; 7— 8-92 ; 14:08 ; 6199313329w ;#30 the operator removes the lid from one of the containers, places the assembly In or next to the container, and cleans the assembly of flux residue with a natural bristle brush. The small amount of flux removed is Kester AMA formula 185. The lid is replaced and the assembly is blown dry using 30 psi compressed air. Each day a designated operator transfers the Udj,yU waste (approximately 2 gallons) from the containers to the hazardous waste safety cans. After alcohol cleaning, the pwa's are functionally tested. Next the pwa's are prepared for polyurethane conformal coat by first degreasing (see (2) above), and using cleanliness equipment. The purpose of the cleanliness equipment is to verify low NaCl contamination to ensure proper conformal coat adhesion and to ensure pwa construction does not break down due to unwanted salts and oils. The cleanliness equipment Is described as follows: A sample Is submerged into the clean test solutiqp_and' 1te.so1ution Is agitated for a predetermined period to p1b4!yte removal and solubilization of B1onic residual the sample. The chane1n resistivity of the Sol is directly proportional ,t6 the amount of Ionic residues"ciissoived In the $lution. Contaminated test s uti Is regenerated througW the D.I. columns to obtain required purity for reuse. The closed loop system ay b used for three months before the D.I. columns nd solution e changed. V The Kenco,Omega Meter 500 is an.itomated process for qua*tative measurement of resithal Ionic tlon on electronic parts per M1hf-288O9. A 6 acity wash solution of 75% by vtu!me propanol by volume purified water is measure4!to the rough a set of D.I. columns to achieve resistivity exceeding 20 megaohm centimeter. ----------------------------------------------------...,' GAL 23 8GAL 4 GAL LI : 3 GJLL \ 21 GAL 4 GAL 20 GAL \ /t- 3GAL 3. GAL -" LGAL 6GAL : 0.25GAL 1GAL I 3.GAL 3.GAL t 2. QUART 'I 1GAL 2. GAL : 0.5 GAL 10 GAL 2GAL ( )L : 2GAL 20AL 1.. <2\ SENT BY: XEROX Telecopier iou; 7- 8-82 ; 1:10 5188313329.. #32 a.- CHEMICALS STORED BLDG/735 (continued) PL)OkBLLL!QUIDi CS8! RESTER — 185 RESTER - 1585 RESTER — 109 RESTER — 103 ISOPROPYL ALCOHOL RESTER — 103 7 • 2 — PROPANOIJ S. RESTER - 1544 RESTER — 950E RESTER —,1520 33. RESTER 197 RESTER — 817 ALPHA METAL 851 ALPHA METAL 615-15 STRYPEEZE AMMONIUM SULPHATE 37. TOLUENE 3.8. MOLD RELEASE (LILLY-RAM) LACQYER THINNER PAINT AP 20 ROSIN REMOVER (RESTER) 713. ROSIN FLUX (ALPHA METAL) RA 3.544 SOLDERIC FLUX (RESTER) Page 2/6-26-92 SENT BY: XEROX Telecopier 7017; 7— 8-92 1409 ; 6199313329-' #31 .. 4. 4. - LIST OF CHIXICALS STORED IN BUILDING 735 c, c t I. NITRIC ACID 1GAL 2. SULFURIC ACID 2 GAL CBUSTILLJIXOUXD t. V 3.. FWOBORIC ACID : 3. GAL 2. NYDROPLURIC ACID 1. GAL CORRQVE LIQZDI. ACETIC ACID : 3. QUART LONCOTERGE 520 55 GAL E CEE BEE STRIPPER A-202 2. GAL V 4. HYDROCHLORIC ACID 5 GAL ' 'l 1. NC-100 GOLD STRIPPER 2 GAL (NATIONAL CHEMICAL CO) fMXAILLI011IJ. ' ACETONE : 5 GAL MEK 1GAL HEXANE : 2. GAL METHANOL 2GAL - Page 1 6/26/92 ' SENT BY: XEROX lelecopier iou: 7— 8-92 ; 14:10 46 j p. RAJa PLthpZ&L LIOUXDI 1. BUTYL CELLOSOLVE ACETATE 2 • CELLOS OLVE ACETATE 3, BtJMISEAL IA3 3 4. HUNISEAL 600 6199j329- ;#33 8 GAL fl : .1 GAL 0 • 5 LITER\ a 7 GAL I IGAL a SGAL 5GAL_J CHEMICALS STORED BLDG/735 (continued) 7LAMMpLE LTOUD a claps I—cl 1. CONAP CM 1155 2 • XYLENES 3, A}IYL ALCOHOL NOR PLZXflLE: 3.. Is 1, 1, TEXCRLOROETHANE : '55'GAf: METHYLENE, CHLORIDE a 2 GAL FLUORINERT VC-40 (3M) a 2 GAL GNALt 1. EREONTF 2GAL CO$PELEP. GABESI 1. NITROGEN a 2 • PROPANE a 1. LIQUID NITROGEN Page 3 6/26/92