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HomeMy WebLinkAbout1969 PALOMAR OAKS WAY; ; CB951397; Permitj L#PPROVRL DATE CITY OF CARLSBAD. , 2075 Las Palnas Dr., Carlsbad, CA 92009 (619) 438-1161 1 - r BUILDING PERMIT Permit No C8951397 11/07/95 16:19 ,. * Project No: A9502041 Page 1 of 1 t * Development NO:' 'Job Address: 1969 PALOMAR OAKS WY Suite: Permit Type" INDUSTRIAL TENANT. IMPROVEMENT 454 qç ' Parcel No: 213-092-20-00 Lt#:4. "" O.ioi. 81 O Valuation: 30.;•000 . Construction 1T: NEW 3UOO Occupan'cy Group:'.'Reference Status: •ISSUED Description: INSTALL 5000 GAL' NITR & 1200 Applied: 10/03/95 OXYG TANK Apr/Issue: 11/07/95 :- Entered By: RMA Appl/Ownr : ASHCROFT, DAVID 619-259-4711 12526 HIGH BLUFFDR #160 SAN DIEGO; CA 92130 ***' Fees Required Fees Collected & Credits --------------------------- 77 — ~)7 7 -------------------------- Fees: 4 9'C'0 $'plkv Adjustments: :0"o3 ' Toa ftrèdit's: .00 Total Fees': 500 - 185.00 Enter 'Y'l for Mechanical cs s e Fee0RP0RATE0 N APPUCAON PN CHECK NO 397 City of Carlsbad Witdirg Departnt. 2075 Las PaLms Dr., Carlsbad, CA 92009 (619) 438-1161 PLAN O( DEBOSIT__/ - I PERMIT TYPE 1' - . VALID BY f4- . . . . - . -. DATE f . • V 1 • I 3. .' / * From St see back) give code erTnit- - -- - 00 r...bVIMT 1O .- - - -. • 1., rru#i LU.I' For Residential Prolects Only From Last 2 (see back) give I • . .-.- - L ' -- Code of Structure Type - Net Loss/Gain of Dwelling Units PRC1JECflNFORMA11ON ) ) 3 'PA ç y' c/LL AJ FOR OFFICE USE ONLY Address tj 9 Nearest Cross Street LEGAL DESCRIPTION Lot No. Subdivision Name/Number U Unit No. Phase No. - %..PtS 55 t- - C- I e AL A (2-3 -1 CHECK BELOW IF SUBMUTEL): ,. 02 Energy Caics Structural Calcs 02 Soili Report 0 1 Addressed Envelope ASSESSOR'S PARCEL ZJ 3 Z EXISTING USE PROPOSED USE DESCRIPTION OFWORK I MST, n7c lop L_t w -r- * t2oO 24 A, LOX SQ. Fr. # OF STORIES T# OF BEDROOMS 4 OF BATHROOMS WNLALI PLitJN (ii different from applicant) UI 12 u * NAME (lastname first) -(J) A5fj(T' ADDRESS.'" CITY 9N bT ) STATE ZIP CODE 2_t ,O. DAY TELEPHONE 61 z..' 9 r•7 4.APPUCANT OCONflAJIOR UAGENTFURCONIHACTd1( DOWNER -. CEN1 FOR OWNER NAME (Iasi name ADDRFS CITY '4 f STATE ZIP CODE ) DAY TELEPHONE NAME (last name first) Pd ADDRESS I'HS itho CITY 5 A WU.-L. STATE ZIP CODE .b9 DAY TELEPHONE & t ' 1 6. CONTRACIUR __V_ NAME (last name V AM CITY40- 4~\) STATEJ ZIP CODE DAY TELEPHONE t 2-151 9 ' STATE DC. # i I SO LICENSE CLASS • CITY BUSINESS LIC. # -- - DESIGNER NAME (last name tist)j A gs-'-. ADDRESS \2S2, L- 'LJff CITY 'b € C STATE C4\ ZIP CODE ;1/3o DAY TELEPHONE2S9 41I1 STATE tic. # 71 024 H 7. WORKERS' COMPENSATION t 4 - 11 . 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 SVCS by th Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. Q. 0 'J INSURANCE 01 POLICY NO. 81 5"723 'EOPIRATION DATE - 1)I Certificate 01 Exemption: I certify that in the perlormance ot the work -Iorwhich this perm ' it is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California.' : - - - - .iI - • . -, - • - SIGNATURE - . - DATE - - - - 8. OWNER-BUILDER DECLARATION • -' - - - - Owner-Builder Declaration: 1 hereby altirm that I am exempt from the Contractors license Law for the following reason: - - 0 I, as owner of the property or my employees with wages as their sale 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) "-è 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions - Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). - - - - - - 0 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 rive hundreddollars [$5001). ' -- - - - SIGNATURE - - - - - - - - DATE -COMPLETE THIS SECI1ON 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 prog Xr under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? - - YES - 0 NO Is the applicant ture building occupant required to obtain a permit from the air pollution control district or air quality management district? - -. 0 YES IR NO - - - - - - - - - - - Is the facility to be constructed within 1,000 feet of the outer boundary of a schoàl site? U YES NO - IF ANY OF THE ANSWERS ARE YES, A!INAL CERliFICAlt OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT - HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICr. WNSTRUCI1ON LENDING AGENCY - - - - - - - ~ENDE atfirm that there isa construction lendingagencybr the pertormance ot the work br whichthis permit is issuecl(Sec 3097(i) Civil Code) ___NAME LENDERS ADDRESS I -- - 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 UABIIJTIFS, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AcAlNsT SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 051-IA. An OSHA permit is required for excavations r 0 deep and demolition or construction of structures over 3 stones in height - Expiration. Ever permit issued by the Building Of cial u der the provisions of this Code shall expire by limitation and become null and void if the' - building or work authorized by such permit is omm(nced within 365 days f m-the date of such permit är if the building or work authorized by - - - - such pen iissuspended,orabandoned- at a ti e work is enced for a period of 180 days (Section 303(d) Uniform Building CodM. APP -SI URE -. . File YELLOW: Applicant PINK: Finance 'S- •. .• .5. .5 .. .4 . .4. - .5 . . ..• CITY OF CARLSBAD . . . . -. INSPECTION REQUEST 5%. . .5%. • .44 4 PEflMIT,#CB9.51397,, : FOR 03/11/96 . . * INSPECTORS AREA TP DESCRIPTION: INSTALL .5000 GAL NITR .& 1200 '- - ' PLANCK#CB95I397 OXYG TANK 0CC GRP TYPE: ITI . - ... . . . .CONSTR.. TYPE, NEW.. ..JOB ADDRESS: 1969 PAINAR. OAKS WY . .'STE: LOT: APPLICANT,:'-ASHCROFT,•DAVID -PHONE:,619-259-471I . S CONTRACTOR: . .. PHONE: 5 OWNER. PHONE REMARKS: RS/DUANE/969-5600 INSPECTOR SPECIAL INSTRUCT 4 4 ,, -.5. 4, . TOTAL TIME . . i. --RELATED. PERMITS-.-. PERMIT# ' TYPE - . STATUS • . . CB880540 ELEC EXPIRED 45E900045 SWOW • ISSUED . WDP02006 WDP' - ISSUED - CB920870 MECH. EXPIRED . . . . AS930060 ASC ISSUED FA930023 FALARM ISSUED 5E940021 SWOW .. ISSUED . U$940026, TU .. ISSUED . CB951666 ITI ISSUED .CB96O23Q.,5IGN - -"ISSUED 0 1. a ... .. a .. . 5' . CD LVL DESCRIPTION ACT, COMMENTS 19. STFina1 Structural .5.,, '. . . -.. . 4 •.. ' : 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical 4 4 .* 4 S . . •.4_ ***** INSPECTION HISTORY **** •.. - - .. ' . .• . I • - . 4 . S .• S. DATE DESCRIPTION ACT INSP COMMENTS 111595 Ftg/Foundation/Piers AP' TP .. . 1-.. • . . . S . . S 5 .5 4. a. • s' . .. . S.. . . ' •. -: -. - S S ' 5 5 0' • .5" • .. •0 1 5; • - 5,5 • . 5 ' S - - ' ' I . 4• . . 4. 5 . I, S . - -5 . • •51• , - .4 4 I • . 4 -% 5 .44 .. - 5 • i . . S S 5 .5• -• •.. ... 4 • .5' . 5 -5 . • - . -, . 4' S - .5, * S • _ . . .5 5 • -5 .5 5 •. 5- .'-• . . 4 - . S - S S • S S • - .4* I • 5' .5 - .. .5 4 '5 • S - ,.4 - • / ' • -• • - : • •- • - .4 - - - I 1 FINAL BUILDING INSPECTION k DEPT. BUILDING ENGINEERING %YYE PLANNING U/M WATER ( - . . . - PLAN CHECK#: -CB951397 . 0 •' 03/11/96 ••DATE: PERNIT#: CB951397• ••- . * PERMIT TYPE:' ITI PROJECT NAME: INSTALL .5000 GAL -NITR- &: 12.00 -- ' OXYG TANK ADDRESS: tPAAOM5X3 CONTACT PERSON/PHONE#: RS/DUANE/969-5600 I I SEWER DIST: CA WATER DIST CA :MAR 141' 1996 ;;;;;;; BY: (11 LLcL, INSPECTED 4i4c APPROVED - DISAPPR D INSPECTED - DATE BY. INSPECTED APPROVED DISAPPROVED 4 . . 000 _ 0 0 • _______0 . • ( o0 - - •0 0, 0 -• INSPECTED • 0. DATE •. •,. 0 •• - 0 • •0 , 0 INSPECTED: ''-APPROVED •' DISAPPROVED 4 - 4 • L --t I NEW _____ - [ 1 - - I SLOPE - i - -f> 1 21 L Z 1 OI12C8 t II M EWBOUOM I4HOR. BAR Al. EA. BEND \ 14' 11 - ..ut.ai )tUL1J11 11ii1.uugii * I.' JUL111, - 1/2 =- EsGil Corporation ••. • Trofesszona(n Review Engineers DATE: :1113195 •: U APPLICANT.. U FIRE JURISDICTION: Carlsbad •. U PLAN REVIEWER U FILE PLAN CHECK NO 95-1397 SET II Supp PROJECT ADDRESS 1969 Palomar Oaks Way PROJECT NAME: Tanks The plans transmitted he have beénôôrrected where necessary and substantially comply with the jurisdiction's **** *** codes. ' The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The cheek list transmitted herewith is for your information Theplans are being held atEsgil Corp oration Until" corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to David Ashcroft 12526 High-Bluff Drive, #160, San Diego, CA 92130 • Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted:. •• : • Date contacted (by ) Telephone# .• REMARKS Per Mike Peterson at the City, the tank plans and details will be reviewed and approved by the City. This approval is for the foundation and anchorage for the tank By: Pete Fischer •. I Enclosures: Esgil Corporation F-1, GA fl CM fl GP PC 11/3/95 trnsmtldot EsGil Corporation Professional Plan Qeviezv Engineers DATE Mon 10/30/95 JEEUCANT El FIRE JURISDICTION: Carlsbad PLAN REVIEWER El. FILE. PLAN CHECK NO.:,95-1397 ., - SET:II PROJECT ADDRESS 1969 Palomar Oaks Way PROJECT NAME: Tanks The plans transmitted herewith have been corrected'wher'e necessary and substantially comply with the jurisdiction's codes , The plans transmitted herewith will substantially comply with the jurisdiction's?*********codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant defiäiencies identified on the enclosed check list and should be corrected and 'resubmitted for a completerecheck.' The check list transmitted herewith is for your information. The plans are being held at Esgil , Corporation until corrected plans' re submitted for recheck.. • , - - ' • : r , The applicant's copy of the check list is-en°àloed for thejürisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: David Ashcroft 12526 High Bluff Drive, #160, San Diego CA 92130 I Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted: Date contacted: (by: .). ' , Telephone #: . REMARKS: -• .'. . ' • , ' " ' By:. Pete Fischer.". - Enclosures: , Esgil Corporation' GA -'n CM LI GP Z PC Wed. 10/25/95 ' trnsmti.d0 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (619) 560-1468 • Fax (619) 560 1576 Carlsbad 95-1397 Mon. 10/30/95 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 95-1397 PROJECT ADDRESS 1969 Palomar Oaks Way DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: Wed. 10/25/95 Mon. 10/30/95 I REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's building department. Provide the California licensed engineer or architect's signature and seal on all revised plan sheets and on the front sheet of all calculations. 3. 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 not resulting from this list? 11 Yes El No 5. Detail the new tank leg connections to the new footings to show the base plate sizes, member sizes (columns), welding sizes at the top and bottom, anchor bolt locations, etc. If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. EsGil Corporation Tr6fessiona[fPan Review Engineers S . DATE: 10/18/95 . . . . . , UICANT UIS. U FIRE JURISDICTION: Carlsbad" . ,' U PLAN REVIEWER' U FILE PLAN CHECK NO.: 95-1397 .. . SET: I PROJECT ADDRESS: .1969 Palomar oaks Way . '' . •. .'' ..: :' ' PROJECT. NAME: Tanks The plans transmitted herewith have been corrected where' necessary and substantially comply with the jurisdiction's *********** codes The plans transmitted herewith will substantially comply with.the jurisdiction's ********** codes. when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. U. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. . The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: David Ashcroft ' 12526 High Bluff Drive, #160, San. Diego,' CA 92130 I Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check' has been completed. Person- contacted: Date contacted: . (by: ). S , Telephone #: REMARKS: ,By: 'Pete Fischer . . Enclosures: S ' 'Esgil Corporation GA fl CM GP Z PC ' 10/5/95. : trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 '4 Carlsbad 95-1397 10/18/95 GENERAL PLAN CORRECTION LIST I JURISDICTION: Carlsbad ' '• , • PLAN CHECK NO.: 95-1397 i PROJECT ADDRESS: '1969 Palomar Oaks Way DATE PLAN RECEIVED BY • DATE REVIEW COMPLETED: ESGIL CORPORATION: 10/5/95 -' • •,. 10/18/95 REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ) This plan review isIimited.to the technical requirements contained in the Uniform BuiIdingCode, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noisè attenuation and disabled access This plan review is based on regulations enforced b"the Building Department. You, may have other corrections based on laws and ordinances enforced by the 'Planning Department, Engineering Department or other departments. , •' The following items need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited äodes and regulations. Per Sec. 303 (c), 1991 Uniform Building. Code, the approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections on the original-tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's buildin department. 2. 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 sheet with the revised plans. 3.'' 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 not resulting from this list? .• UYes ' Q, No ' , Will the new footing surcharge on the existing retaining walls or retaining wall footings overstress the existing construction (see section NS2)? Detail thenew tank leg connections to the new footings to show the base plate sizes, - member sizes, welding, etc. • '• ' - - • - ' S 5,- Carlsbad 95-1397-. : 10/18/95 . . Provide calculations to show the tank legs are adequate for the vertical plus.seismic loads. Provide calculations to show the tank leg connections to the tank body will not cause any localized failure within the tank for vertical plus seismic loading. Clarify how the allowable soil bearing value was established. The City requires a soil - investigation pei- 2905.' Provide a letter from the engineer if the engineer of record has inspected the site and classified existing undisturbed natural soil. If the soil is compacted fill, then provide a copy of the project soil report. -8. The jurisdiction has contracted with EsgilCorporation located at 9320 Chesapeake . Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to ..perform the plan review for your project. If you have any questions regarding these plan review items, please contact Pete Fischer at Esgil Corporation. Thank you. . S • S • - - Carlsbad 95-1397 10/18/95 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 95-1397 PREPARED BY Pete Fischer DATE 10/18/95 BUILDING ADDRESS: 1969 'Palomar Oaks Way BUILDING PORTION BUILDING AREA (sq. ft.) VALUATION 'MULTIPLIER VALUE' ($) TANKS VALUE PER CITY APPLICATION 30,000 Air Conditioning Fire Sprinklers _____________________ • _____________________ TOTAL VALUE ' ' 30,000 UBC Building Permit Fee: ' • ' " ' ' ' $ 284.50 UBC Plan Check Fee: . $ 184.93 Comments: ' ' Sheet of I valuefee.dot Oct. 24 1995 06:5BPMP1 12526 H;ii Bi.uiI; DRIVI1 SUITE 160 -7 -,SAN I)wco, CA 92130 11H: (61 9) 259-4711 PX:((l9)259-5732 Mr. Pete Fischer 24 October, 1995 Plan Check Engineer ESGIL CORPORATION 9320 Chesapeake Drive Suite 208 V San Diego, CA 92123 General Plan. Check Correction List Plan check #951397Jui1s:çar1sba V V V V We have reviewed your correction listandl are hereby responding to Items 4 & 7 concerning the impact of the new footing on the existing retaining wall and establishment of the allowable bearing pressure. We have analysed the impact of the prpposed tank footing on the existing retaining wall show in section AS1/82 The surcharge loading added by the new fooling will not adversely affect the overall stability of the structure and will not impact the existing design stresses in the concrete and V masonry sections at all. Bending moments and shears in these sections will not be significantly' or. V V adversely affected The proposed footings pose no threat to the safety or Integrity of the existing improvements The allowable bearing pressure was assumed from a site inspection by our project engineer. in V addition, we reviewed the grading and compaction report for this site by Action Engineering dated January 11 1982 This report recommends minimum design bearing pressures of 2000 psI Increases for seismic or wind loads of one third are allowed Footing dimension allow inceases In this value up to a maximum of 4400 psI We decide to use a more conservative value of 1500 psf V We would be pleased to discuss or answer any comments or questions you have about our firm in V V V the subject of this letter. We will contact you soon to discuss the project and Its respective permit ENGINEERING CONSU TING UP f/V V. V David A Ashcroft, P E PrincIpal encl. OUR ner 0PR0JC0PO%M2I\PP1OV24A.bOC OCT 24 95 (TUE) 17:51 COMMUNICATION No 24 PAGE 1 City -of CarIsbad 16 Engineerin,g+ Department' I •' ' * * : , - •- - -.- ' . 5 4 ,/.4/ BUILDING'PLANCHECK CHECKLIST DATE PLANCHECK NO CB Ef 1-007 BUILDING XDDRESS: /9 4,e'c 4o " 4. . PROJECT DESCRIPTION:- 1)(1 '- L 47'ó6-2 9/,Z4- •: ASSESSOR's PARCEL NUMBER EST VALUE o - S - ENGINEERING DEPARTMENT.'.,: •.' L-----. DENIAL ". 4 APPROVAL Please see theattached report of deficiencies marked The item you have submitted for review has been wti ' 0 Make reâessar.i corrections to' plans br- approved The approval Is based on plans Information specifications for compliance with applicable codes and , and/or specifications provided in your submittal therefore standards Submit corrected plans and/or specifications any changes to these items after this date in field to this office for reviev modifications must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached as failure to I comply';kith Instructions In this. report can '4result .,In .By:' ''' ' - .Datè- . . -.' 4 1 suspension of permit to build , lARight-of Way permit is required priortoconstruction .' By: Date:- of the following improvements , * BY:Date 77 *9 '4 .. ' - 5' I 7., .... 81 -. - .• ' . a . .. - .-•..- - . .' -:- . 1.4 • ''' 444 '4- '4 - S • 4 ' - - I .tt .4 - . pP f ..- _'_).' . .'. ' , ' * 45-t . 'I' - - I r • 4- 4.4 , ;1 •• ": 'ATTACHMENTS •. - . t -p. - -, 4. . 'i' .' '•''i . ' 4ENGINEERING DEPT CONTACT PERSON .4, -4 *,. . .,-..., •'/. '4 r-r- - :'- . 0 Dedication Application p A l 0 Dedication Checklist * 9. - - ' - . El Li Improvement Application ' '4 , 4 4 4 4 1,. f-'---, . t , ' . . ' , :'...... -. •.. , . . - . - . -9. '' ,• LJlmproveméntCheckllst 'NAME: Li Future Improvement Agreement of City Carlsbad '. Li Grading Permit Application ADDRESS 2075 Las Palmas Dr___ Carlsbad, CA92009 4 4... .. .- Li Grading Submittal Checklist . . PHONE: (619)438-1161,_Ext. __• _"''. __. , • . '4 Way Permit Application 0 Right of 4 0 Right of Way. Permit Submittal Checklist andtnforrnationSheet - ...- :' - •'.'--' H-- '4 -" LL?J Sewer. Fee Information Sheet -. .' 4 444 . -' , - : A4.- 4 P:\D0CS\CHKLS1RBP0001.FRM REV 05/11/94 ,. 2075 Las Palmas D,. •Ca'rlsbad,CA 92009-1576. (619) 438-1161 • FAX (619)438-0894'. $' ,'-.• 4. 4. .4. 5 -, • - I - - -: • -' 5 ' -'' .1••• ', '5- .' S - -' BUILDING PLANCHECK CHECKLIST S 4 DISCRETIONARY APPROVAL COMPLIANCE 0 5, ls{V 2nd5' 3rdv' , 0 0 5 Project does not comply with the following Engineering Conditions of approval for Project No f Conditions were 4complied with by: Date + S S *0• - - '055 - -. .5 •0 ' •00 - - S J -DEDICATION REQUIREMENTS- •. ;'- ' —'- 0• .- - El 0 6 Dedication for all Street Rights-of-Way adjacent to the building site and iny4 storm drain or utility easements on the building site is required for all new buildings and for IV remodels with a value at or exceeding $ ' -pursuant to Code Section 18.40.030..,. - required as follows:- .- • Dedication, -•-_.5'5.4•_ - 0• --_-'- 0_.'0. 0 -. - 5" S •50 Attached please find an applicátiân 'foriñ and submittal checklist for the dedication process Provide the completed applic'ation form and the requirements on the checklist at the time of resubmittal , Dedication completed by Date IMPROVEMENT REQUIREMENTS .—'- -. 0 • - -. - ', 4 El El 0 7a 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 $ -puruant to Code Section 1840 040 Public improvements requireJ as follows . Please have ,a registered Civil Engineer prepare ap5propriate improvement plans and submit them together with the requirements on the attached checklist fora separate plancheck process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issi arc e of permit 4' 1 -* 0 * •o -. I 5 '5 ' ' - Attached please find an application form and submittal checklist for the public improvements requirements rProvide the completed application form and thef requirements on the checklist at the time of resubmittal Improvement Plans signed by Date -' .- -S . * .5 - --1'' 5- -. •- 00* •-' 1 0• S - •. •S •0 -- 5 2 5 '55 I SI •5_ S I -5 S .,- - •55 ' 5.- -,. - -, . a. - . S S .' P \DOCS\CHKLS1\BP000I FRM Page 2 of 4 .. REV 05/11/94 •- 0 - S - - .. -- 0' -. - - -. I ' • .5 e ' S BUILDING 5 PLANCHECK CHECKLIST. 4 . 1 sW 2nd' 3rd,/ 0: 0 ,7b. Construction of the.public improvementsnày be deferred pursuant to code Section -. . 18.40. Please submit'à.recent 5property title report 'or current grant deed:on the, .' -. '. property and processing .fee of$ - - so we may rèpare 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 f011ows: .: ' .. . -- 5' •:.• : -'-' F". .. \• Improvement Plans signed by:. Date 0 0 0 7c Enclosed please find your Future Improvement Agreement Please return signed and notarized Agreement to the Engineering Department Future Improvement Agreement completed by Date 0 7d No Public Improvements', required.,SPECIAL _NOTE__ Damaged or, defective l t,impro\lnentsfoundadiacenttobuildingsitemustberepairedtothesatisfaôtionof the Crty_Inspector prior to_occupancy GRADING_PERMIT_REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06030 of the Municipal Code r • 5 5$ - - ' • - • 5, 0 0 0 8a lnadequateinformation availbIe on Site Plah to make a determination on grading requirements lncludeaccurate grading quantities(cut, fill import, export) O 0 0 8b 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 ofa_ Building Permit. / — Grading Inspector sign off b: .• -Date:'__________ . .. . - . II!,. .5 .5. .5.. • ._, 5- . .1• EJ' 0 0 8c No Grading Permit required 5, •.5 - 5 5_•_' -- 5 ._c.. S4 - - . . . . S •• .4. l's, .. 5- .5 . . . •- . S 5' r t I 'S 'S . S • . . .4 , '1 ,' , - . - 'Ii - P:DOcS\CHKLST\BP0001.FRM -.. .5 '. Page 3of4. REV 05/11/94.' - •- -' 5''' - • .•• , r- •'g4 •$ ______.5 _._ __S _•••5 -.5 - _5,., . .5 . .. . . - - - - - - -í -4 p p. BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 4- .1.v2nd/3rd4/ /t%1A 9 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or- /1/' .. 4 private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, trees, driveways, tieing into public storm drain, sewer (I and water utilities s - t .5 . 5 4 ,. . .• 5.. . - 5.- - - Right-of-Way permit required for 4- "A separate Right-of-Way permit issued by the Engineering Dpartment is required for the following 4 10 A SEWER PERM IT is required concurrent with 'the building permit issuance The fee is noted in the fees section on the following page - .I'.- 0 . 0. :11. INDUSTRIAL WASTE PERMIT is required.Appiicaht must complete. lrdustril,- -' '.Waste Permit Application Form and submit for City Tapproval prior to issuance of a 4- Permit - Indcistrial waste permit accepted by Date 4- 4- 4 4.44 4-44 4- I 5. 4- 4, - •7 4- 4. 44.4. .5- 4- -I p 4- 4- 4 44. 4-4- 4.5- 44 / 4 4- 4- P \DOcs\CHKLS-r\Bp0001 FRM Page 4 of 4 REV 05/11/94. - , PLANNiNG Q(EOCLLST Plan Check No 95-13,!7 Address OW 1to it 04/f Planner VAN LYNCH - Phone 438-1161 ext. 4325' (Name) APN Type of Project and Use /A) 17/2-1,4 7z::2 VA Zone Facilities Management Zone e' (It property in, complete SPECIAL TAX CALCULATION a WORKSHEET provided by Building Department) nd [tern Complete s - . .Dc~ [tern Incomplete Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was / : identified : / "D 0 Environtal Review Required: YES NOZ -TYPE DATE OF COMPLETION, - Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval 0 Discretionary Action Ruired. YES - NO TYPE APPROVAL/RESO. NO. DATE: PROJECT NO - OTHER RELATED CASES - '-I Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval .:- I - :' • -- 4 0 California Coastal issim Permit RruL 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 4 t S - t t - -t J •- (Effective date of [nclusionaryHousuig Or May 21, 1993)" Site Plan. / E'O 0 1 Provide a fully dj.mens;oned site plan drawn to scale Show North an'ow,propelues 'easements, existing and proposed structures, sets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines [i] 0 2 Provide legal description of property, and assessor's parcel number. Zorung S '4 0 1 / Setbacks • /flP" Front Required' Shown , Ent. Side: Required Shown'-_____ IA) Side: ., ' Required . Shown" -Rear:, Required - Shown'-_'' 0 All~ 2 Lot coverage ' - Required Shown'_____ 0 iA//là5 3 Height Required I Showr' Parking Spaces Required ' Shown Guest Spaces Required Shown 000' AdditioiiáLComments - j.-- --• -- .' •,.. "-s ,. '-' :- - _7b , OK TO ISSUE AND ENTERED APPROVAL INTO ctpum t' 4 4" 'J • - • 4 S. 5'••• •' '5 - Si -. , 5.- 4,. 5' -.5. 4- t • 4.• 5. .5.- 4S -. •,., - - - , Review 1St 2nd 3rd Other Agency ID CFDJob# 95217 File#_________ 2560 Orion Way • Carlsbad, California 92008 (619) 931-2121 it Group PHONE NO.619 259 4711 Oct 24 1995 5 OPM P3 FROM: Engineering Consulting - 10-23-99$ 11:41 60 968 3396 APCI ELECTRONIC DIVISION 02 This Thvmzn14slo Was S.t Frotn REGULAR 0 6124584293 0 URGENT 0 Gr2150-8252 t CONFIDENTIAL 0 8I278a2u 0 B12476.823D 0 MINNESOTA VALLEY ENGINEERINQ, INC. 407 SEVENTH STREET N.W,, P.O. 8OX 234..: NEW PRAGW I MINNESOTA c8071 612-758-4484 FACSIMILE TRANSMISSION DAT&J231__— TO P ATTENTION 1 4.. L_.. FROM: . Z FAX NUMBER4 ' ''' '? REFERENO. Vc 5b 6 NUMBER OF PAGES (Inc'udIng this page) MESSAGE L- ,9(DA 4,Sç. A £ z -. u4-.:.- :> 4 '.*.' J VV V.l IrAsVr Ii V V V -. V - _V VUVV VT.V :VV.:.__l.V V.. 6G2 968 3396 PCI EECTRSNIC VISION . 10-23-J.99S ii. 41 5ISMIC CALCULATION SHCET Vessel site Date 1 Earthqvke Requirements Per )JBC-1988 I Sect iont.,t2312(i)4 tone 4 Special or Standaxd Occupancy Pp Structure t • V V Rw V V - •V. - 0.40 V V I lO0 R 3,C<275, rw 0.1167 - % ThEREFORE V 0.40 x IOOx 0,9167 x w VO3667xW - V V V• VV V I NOTES: V V •.. . V 1) Tank foundation site 5h2.11 be located such that drainage away from the foundation is assured. V 2) V The site shall be cleared of all organicrnatorial. 1 . V V • V .. and top 86l Soil, bearing must be 2000 P S F minimum If this V - cannot be- su$tained%, consult a ProfesiQnI Engier., V • V V V All concrete must 'be in accordance w/ACI,318, • V V V The concrete shal1 developVa.min. ultima te compressive V V V V V •• strength of 5000 pi at 28 days. V V 6) Reinforcing, steel shall be deformed nd confom to. • V Vj V V A$TM Spec. A6lS1 VCR V • . V VVVt * 7) VV Anchor 'bolts, nuts and 'washers shall be A-307 or A-25 - V V V V V pecified. Coat exposed'p3zts with .lvminum paint V V or equivalent. V V • V V 9)U:, skirted d nyrequired by loc1 codes. Depth V FROM Engineering Consulting Group PHONE NO 619 259 4711 Oct 241995 05 O4PM P2 -23-195 11:42 602 968 396 APCI ELECTRONIC DIVISION P,5 7 Sheetof______ Dolt Shear: Assume all 3 legs share the horizontal force equally.. 950 is. 6 I, Lets try i 1$ A3' Anchor ,BáIt' Assume threads not included in shear pane Cross Sectional Area.w 1 'j4 Pa B A1lowble Tensile Stress Vd "01., PSI Pb AUowable She Stress aa ,000 Si Per AL .-S .C. 8th Edition /t. Calculated Tesil•c Stress I won .1141 rea* Iv = Calculatod Shear Stress - J4 Bolt -Cross Secf rea ---: --,---__- I Per AXSC8th Edition Page 5-28 the allowable tensile stres;js: It x 1 33 - 1.8 ,x Iv * The threads are excluded The cross-sectjona. area is taken at the root of the threads OCT. 24 95 (TUE) 15:57 COMMUNICATION N:22. PAGE. 2 k. FROM Engineering Consulting Group PHONE NO 619'259' 4711 Oct 24 1995 5 OBPM P3 ,..•8 .5 . . 8 1O- -99S 11 44 602 SB 339 APCI.LCTRONIC DIVISION P 0 : Shetof I I 'S Allowable Being Check Per AISC 8th Edition Page $3 For Our_J 8O1 and]V Inch hick Pate Fe t Allowab).e Beating 1 S 'x P 8 CJOO 9Ocofs. . - S - p - .'- S - . . ,.... - - - 5,-, 5 h ! Actual Bearing _____ 'Ola. 8oltx ThIcknei___àfP[t 90 * I - - :- .- . - - '. 8 8. -- 8 -. • ,. S -- . . . • -• 8,, -.--.. S.. - .. 0 SS S .. , -S 'S St 88 - 0 • -. ,•55 S . ..- . 8 '- - S .. .5 .5 S - - ' - ••-' 8 ': 88 ' 'S I •' 8 . - S 5 ...:.-- ,. .5 . . S ' - . --. , . . . . S - .5 .•, f - 88, .5 5 . 5. 5 - 5 .1 OCT. 24 95 (TTSJE) :15:56 • COMMUNICATION ' - - ;.,.-- ' 5 S No:23 PAGE.' *•-, S .• FROM) Engineering Cànsulting Group PHONE. NO. : 619 259 4711 Oct. 24 1995 05:7MP5 10.-23-19S 11:45 502 966 3396 APCJ ELECTRONIC DIVISION P.O ¼.. Sheet 7 of Bending on Legcaiased by Seismic. • V V - V V V V V f 1V •:' -:. V / Since the Horiaort Force acting A / — 32 " on the vessel is qual.y shared by each leg, the force acting, on the leg will be Bending Moment Where A+B : V • V ::. •.62,75: V Bending Stress -9.7'. Are P o o Ore, - V V Fi '- Allowance Bending Stress V .6 (36,000) 22000 psi. V Combined Stresses. asw V . V V •/5BS1 V V • V JI •V : . . V V V V V '4g; V V4V /. 3 i0.O5k LD4cJ (i2 8..34a4 UO~iL.SLyj V V V 4JV 1 V 1 4 Z l 0 3 1 PV• - , Ito Z V .'-4.• __V__r__ V V V -,• V OCT. 24 95 (TUE) 15:59 COMMUNICATION No :23 PACE. V FROM Engineering Consulting Group PHONE NO 619 259 4711 Oct 241995 5 O7M P6 10-.3-1.95 11:46 602 965 336 APCI ELECTRONIC DTJI51dN P Li OCT20-195 i814 FRO11 1 ENI!4EEItlG TO 9160-2 %61$96 P. 03 :NAM ;L le V7 c::Al LVL :. t:1:(rr :r V(:;C) ..,;I.(.'IJI,l) (t'l 115 v I )1r'1c 1 t. C 3. 60, :1 C) ,IE ic.) (X)" (a :. r (1 I4j OI" Y.WK.TS IFI: C I'1. ) 2 IIA1'4 !c)L.r c xt:r...i: ANcI•nl:)R 1O(.)T ( - :. ' - zMI': (ZI•4 . .yp: c (t'yc•s1A ) .. I') - - I..l:c3 ,:c Ii'' - ,'•. i •. >x3rAIIc,: I() X,--X rtiX X rcT'i(:)H r<AXt 0,1 (:YIAT1CjM ( ) :, I'll ii:t'r i11 F"0Q VIII i i wt II) r ' ii ( )M I I FL( r') W D114 01 I II t 14 III VtArI.nrI rH:I:CKt1' (J:eT' 1. :1 1" LtI'I..,A'Tii 4IL.E: ( p'r i 3XZS. (DI: :Li, I,::'ic'r'CVF ii:..r 'r-:c INt3:; A'T r;r1r•rF. ( '1' ) E'.OI..T i...c:Ic::1 c 014 (1".41 .1 ;cT ;.l I.:c 3E :(:)M ('r M(:JLL,c3 ( ZIIC) )- 0 X9 • Ca YA ef, 0 Y~ S. is i.L cpjc y.,e.cw-f' f'r ttk 'i33M-zc-,9 Tk p5l'M1 PI e... e kc-o, tf y rI an ior ,itt Post-It' Fax Note 7671 - Prom -- CoJDQp - - Co. - OCT. 24 95 (TUE) 16:00 COMMUNICATION No:23 PAGE. 6 - -- FROM Engineering Consulting Group PHONE NO '619.-259.-4711 Oct 24 1995 05 OBPM P7 10-23-1995 11 47 02 9EB 3396 APC LECT0N1C DIVISION r 12 1t%E3. b OcT-2Ø-195 14 FROM IGr EINEERINC' 10 i'i ri. c( ' r UT ** fir. ¶ 1." 1 K I b"4 I Ai V'bv Vru V T ' AW'. V r 6 9 IliLii Ui 107o ,i6 I L TIA 14't" f UI flg' 114'rn (ci l'kX I'lL WI ñX t "d c,I )rlr fl VE I CII) ON I I f 1 Ii, W. IMX) I tJ/N r1 I 9'41 "IX, s'I T, V ( I-I / (i7"l 'TI I C II OCT 24 95 (TUE) 16 00 COMMUNICATION No 23 PAGE 7 FRONj Engineering Consulting Group PHONE NO 619 259 4711 Oct 24 1995 05 OSPM PS 10-23-1995 11:47 502 9683399 APCI ELECTRONIC DIVI$WN P.13 0c7-20-i995 1815 FROM IGE) ENC4NEERING TO 99b i' :r. L A 3. 2c VN2 -V2 ;,L W I rqI I I ( / / i,CtI'J I•.,J*; gl.?Y:Lc-ma : r(ø'.j. 'iC) vt a. I f)t'Ju L W ¶C" I i'U% L ( h?I I ft j in f 1E)1 ii **)(il( (,(UfI'3 I"Ii I) I L $L (II:.t,.:EI::"i 11t ft fri I ) :(I') I i n I hq / '( *,t r .' S'• .. rf t21: L '3 24 • - I.o w It w el.fni$. c:. (Apt. 2jf' !;. -• fl - •' - - ***** rII(,ffCTh 11301-1, 1: I~IU oI** OCT. 24 95 (TUE) 16:01 • COMMUNICATION No:23 PAGE.8 •• 'A ' •'?'- -• - - S. — ---- — 1) 1 -- LEGEND BOLLARD DETAIL . - • - '- - , - Il. - - - r'- • 1/2 CII , , . .. ' .- - - -. . " LIQUID PRODUCT TANK EXPANSION — . - . 1 - ---'----- -. ' . ' - CDIA. PIPE FILLED WICONC., j •- MO •, i, . - - / AUGER 16' 011. HOLE TO REDO,t—-------J 0(10001 0(01401 050011(1 '1 / S x) VAI 812 SS XLI2 AMBIENT DEPTH FOR FOUNDATION AND CAST / -''1" 011W-CORNOIC, CI 00 [1)1111 ) . - / . -' ' -. VAPORIZERS GUARD POST IN CONC.. PRIME POST .4.0 ,, A • II '4" - I ' AND PAINT YELLOW "s, - . I 0 k'.l 51A 1 '-- AIJ 11011 IYPR(Clllltl 11.11 . ' V !UDO (;Al - I ', 5: ID 01.510(0 DIPIII (1/? 1111CR : - , I IN . " PRESSURE CONTROL I .I/2CONC. WASH. - . - . - FILTER MANIFOLD GRADE tPANSIfl 010 151151101- ', , L....... \. , ' '• • ® LIGHTING (I50 WATT HIGH 3',Ø I • , . , ,, . . . -.,,, ..,.-' . ' ' .-. - ' PRESSURE SODIUM 12 4 FIXTURE ON 12 STANCHION I 6JIItL • ® JOCT --0S ( PROVIDED BY CUSTOMER) 1 02 .. RECOMMENDED TO BE oodj (T) 0 01 TELEMETRY UNIT SEE SCOPE CONCRETE FILLED ' •ALL EXPANSION " OF WORKITEMS 10 & Ii UNDER 8tPIPE BOLLARD - -.-- 0() (AL JOINTS LOX CUSTOMERS RESPONSIBILITY. ISEEOETAJLI - ( X ®) j /'COMPATIBLE pooq (i) 3-WAY DIVERTER VALVE FOR. o / •'J ., , • AUTOMATIC VAPORIZER () IT ,' 0 SWITCHING. 120 VAC, 15 AMP . - ., ' Si • , . -,. •• \O- ----X--- P-x X-007 ;.o (.) - T113O _ — 12 14 'TRAILER APRON (CONCRETE OR CLEAN CRUSHED' STONE - OXYGEN [C 1 iJhf S: T TER LOX AND LIN INSTALLATION NOTES -- ----- 12 0 CONNECTION) A - - A. GENERAL: - , . Refer to IGD 550103B fof foundation details. Fencing Should be provided around all equipment exposed Ito the general public. . 11)10 3..Determine exact location of all existing undergrounds before - THE BLOCK WALL 8tH iNtl lANK PAD IS 174" IF beginning excavation. - POSSi&,E THE CUSIOMEII WOULD I. IKE WIKIME . . . 4. Turning radius of truck Is approximately 50'. 1080 StIll FROM IME ROAD. PER LOCAL 8011.0 INC 5 5. Protect system with bumper posts if subject to vehicular CODES. . . traffic. . B. ELECTRICALS: 1. Provide adequate lighting for night deliveries. C OXYGEN SYSTEMS - . 1. Oxygen systems to be sited per NFPA 50 'Bulk Oxygen - .. . . . CONFIDENTIAL . REV. ECI*RO. eEwxioxsEsceiPriov - - oxvE xv clIps AVPO. Systems at Consumer Sites", latest edition, or local codes. TIlls tREUIC4I.S DIAWINO lITTlE PR TV OP AIR PRODUCTS *5*0 IRE' . - oexw,* - L . whichever are more stringent. x*s MUST aE4ccots FOR AND RETVeREs1omEcu,,.p*5.y, 4 'LOX AND LIN 2 Offload apron required for oxygen systems Pad may be constructed of concrete or clean, Oil tree crushed atone, - - PART. SE OUTSIDE TIlE CORPARV Wfl'IImJT PROPER AUTSORIZATIOR. . SYSTEM LAYOUT PR DUCTS RE O C OT*SCLOSEDTOOTAERS ' - ' . 3.00 NOT USE COMBUSTIBLE MATERIALS FOR CONCRETE - OR USEOOTIICR 111*5* FOR ThE INTENDED PURPOSE FOR WIIIC** OOISCLOSED. A ENOilliEEfl - : Allentown, PA JOINTS ON OXYGEN INSTALLATIONS. - , - . 1. (WISE It/I SI/MS SCHUMACHER - - - CARLSBAD. CA F1U REV . - APPROVED - ' - I r ' SCALE: , ORE' A AvERT I OF I CRAG 110 SCIUWICiER 5' I. A, 555 I . ,••'' '5 '' ' ...'E. -. -- . - Al I ' '••' - , . . _',,,_•, - . . .4 . . . . S ... . p - . . CONFIDENTIAL - - - THIS DRAWING IS THE PROPERTY OF MR PR0000TS AlSO CHEMICALS INC . - - . AND MUST BE ACCOUNTED FOR AND RETURNED TO THE COMPANY. INFORMATION HEREON IS CONFIDENTIAL AND MAST NOT RD COPIED. REPRODUCED. DUPLICATED. DISCLOSED TOOTHETS IN WHOSE OR IN PART. GENT OUTSIDE THE COMPANY WiTHOUT PROPER AUTHORIZATION. . . - OR USED OTHER THAN fOR THE INTRUDES PURPOSE FOR WHICH * . IT IS DISCLOSED. LIQUID N2 TANK CAPACITY: 4800 GALLON . BY CUSTOMER (SETAT THE LOWEST PRESSURE RATED . . . POET C-TM UT - COMPONEINTHE II CUSTOMERS LINE) II HCV-ZZA 375 P310 . 375 P810 I - - VAC *PORICER - . .±_ - .. fj0\ - SUPPLY PSV.IA POE-TB . . . TEMPORARY ONOPSIG HCH.TS ROSEMOUNT 8IMGLI 'oEPHASE ..J DWTTCRINO (- ) CONNECTION - .11 1H--I PEN-S - - TR.HXNDMTFTER TSANPS TIMER - Fl"CV- V.64 HCV-45 '-.'NUN PNIG TRV.7 TELEMETRY HNNUP _________. .. ' U CC ID GST 1 J11-01A SET 316 CV-11 r4p JHCV,14 i.0 1 SL Hc APCI CUSTOMER, FILL F PI Ito 42GG SCFH DESIGN FLOW 2175 PSIG UPSET PRESSURE HCV C L HRiJ 3 1 SST 3TAL [] PRESSURE CONTROL FILTER MANIFOLD UOUID 1 AMBIENT VAPORIZERS . - WITHDRAWAL I MFG: CYROQUIP - ii CONS. MODEL:VAJ-812-SS-L12 SYMBOL LEOENO . . _, II FLANGE ECV -jI-TJ GLOBE VALVE. OPEN CV N.J CHEENVALVE . . NOTE:' UCV GLOBE VALVE, CLOSED C] REDUCER - ALL SAFETY RELIEF DEVICES SET AT '- EXTCNDEO STEM - l SAFETY RELIEF VALVE Il . . - . 350 PSIG, UNLESS OTHERWISE NOTED. REV 1ILJ GLOBE VALVE HR - c ( 1 SAIL VALVE PRESSURE CONTROL PS FLOW SWITCH c -j I VALVE EXTENDED TCV 1I C) PRESSURE INDICATORCONTROL VALVE - - —. 11EV N1 GATE VALVE ' Al. OPERATED ri C:)> PLOWINDECTITOR - REVISION DESCRIPTION DATE BY- OPERATIONS SAFETY DESIGN ENGAPPD. HCV NEEDLE VALVE . SATE I IlCV SWAY BALL VALVE HR HA VACUUM READOUT TE () THERMOCOUPLE . CHASE mwss TITLE LIQUID N2 - I AIR HCV L ERYENDEO STEM EFV T5 EXCESS FLOISHULVE HEOIJL.NTOR - - . OPERATIONS - - - FLOW SCHEMATIC I PRODUCTS 1,31 3 WAy HALL VALVE PSE ?SJ RUPTURE DISC AA WIGAGES PIPE TO - - . 2 VAPORIZERS ALLENTOWN. PENNSYLVANIA mcV - ANGLE VALVE TSV THERMAL RELIEF — VALVE VENT STACK A SCHUMACHER I - HCV WAY VALVE' - S STRAINER - PNEUMATTCLINE . RESIGN - CARLSBAO.CA C y E3 WA VALVE XTETIDEOSTEM PS VACUUM RELIEF C.NWLLARYUE EHO EcCE — L SWEFOU.NEAD I B HE PCV:-IEUrTCRrLTVALVE SUPPLY LINE - . . PUMP-OUT INISMUMEKTAIR -------.__. ............ ............... - --- SHEET lOFI - . - S . . S. N - - :•. - S - * DEDICATED VOICE ORADE PPOBEUNE -. CONFIDENTIAL TELEMETRY B - - THIS DRAWING IS THE PROPERTYOP AIR PRODUCTS ANDCSEUICAI.S ISO. 0 4 4 STIlT DR HZ 4 0. - AND MUST BE ACCOUNTED FOR ARID RETURNED TO THE COMPANY. s - - - - , nn N - INFORMATION HEREON IS CONFiDENTIAL MID MUST NOT BE COPIES. - I - is - - - '. - REPROOIJCEO. DUPlICATED. DISCLOSED To OTHERS IN WHOLE OR IS - - PART. SEST.OUTNIOE THE COMPANY WITHOUT PROPER AUTHORIZATION. GRUB OTHER THUS FOR THE UNTESTED PURPOSE FOR WHICH - * IT Is DISCLOSED. - — . . . OS - J T L 'Lox TANK CAPACITY: USC GAlLON 4. MAWP: 245 P510 . - . . 0 - . ç '' S -. •IN - t_t__-__-__t7- -- _-_-_S-t.-t_-_-_StS-_-_-_-.-_-_-_-t ----- PSE.4A PSE.ID •0 4 . 0 - ;_ I RCV.22A ';,"10 3's P310 NCV.2213 N • N - - * . ' •A • - F PDV A !IS PS B . 250 PSIS - UCV.42 - BOO P510 . N • - 0 - - PCV.2 N CAPPED VAPOR CONN. c-- CR5 PSIS TSV.7 . • - A . . -. - . . TCV.2 I TNV4 . Cv., 1NOV.17 . S TEMPORARY (SET AT THE LOPAEST - * PUBS __.J:5.J * ' - ' CT-S N SUPPLY PRESSURE RATED- "EC'l CU.I.N."LI.El FILL CVT — — I f 1 6 vl cv~w GAS PRESSURE p3vol ! A KS BUILD PRESSURE I TEMPERATURE CONTROL JUNE 275 PSIG UPSET E - I RCV.I - 5IA1 HCV-S I *,NOv.IIT ( * AMSITNTVAPORIZERH S . • I ' N I ' • I N N MPG. XXX . S ' - N - . I • I CV '".1 I —*TST-1' .5, 0 MOOEL:XXX •,, . . - OS -- . S I • L._... - . . -. t . S I ' OS I ' ' LIQUID - • . * WITHDRAWAL 0. I •. ' . I CONS. A - - 5 .4 •. - 0 N' S*S S S - ' I I • -. - . . .5 , N'. • . 45 * -- 0 SYMBOL LEGEND ' . - . . S . • S ' . OS - ' . - . - OS • • -, • II FLANGE ' . •5 S " . - H ' N •'' . - - S NOV t-IJ GLOBE VALVE. OPEN CV r-Q CHECK VALVE . . S N - - 0 *• S NOTE: PS GLOBE VALVE. CLOSED L. C] REDUCER - - S . . - -- _. ALL SAFETY RELIEF DEVICES SET AT . CXTENOEDSTEM .. jA NAFETYRELIEFVALVE ' - . . -. - . ., 350 PSIG, UNLESS OTHERWISE NOTED. ROy GLOBE VALVE . ' s. ' • N , . . -4 NOV HALL VALVE . PCV PRESSURE CONTROL PS 9 _-- -- 0 VALVE cv EXTET(DEOSTEM VOV Th IM TR BALL VALVE PERART PI Q PRESSURE INDICATOR 4 .4 CONTIROL VALVE HOT Nh GATE VALVE NIH OPERATED pi FLOW INDICATOR REV RENUSIONO(SCR P15011 DATE BY OPERATIOIIS SAFETY DESIGNEGAPPN ROY NEESLEVALVE YRCV 3'YYAl SALL VALVE HACUUMREA000T TO ThENMOcOUPtE 0 • , 0 5 - - 0 ' PRAWN CCHASE DATE TITLE .' LIQUID 02 P&ID Al cv EXTENDED STEM • EFV3 EXCENSPLOWVNLVE REGULATOR .4 0 5 ' . ' S ' TANK MOUNTED. . I P PRODUCTS - 13] SWAY BALL VALVE • P50 h) RUPTURE DISC WIGAGES • N ' - . ' OPERATIONS VAPORIZER & PTCM I ALLENTOWN PEIISNY1.VSTIIA HCV ANGLE VALVE PIPE TO .Is v VALVE THERMALRELIEF'. S N VENTDTNCIEA - • .• N 0 - - - PAFETY - SCHUMACHER ' IEP.NO RCV SWAYVALVO S Io( STRAINER - 11 PNEUMATIC LINE INSTRUMENT AIPJ - , * • N 5 ' DESIGN • I CARLSBAD. CA -- L - • .1 EXTENDEDSTEM -0--B- CAPILLARY LINE 5 - •_. C I BUTTE 3 WA VA 'LB LY VALVE psv VPump-ovTACUUMRELEFI y y INSTRUMENT MR I. . ERG EER CHASE _ 6127/95 FILE ° SWE F017 SCAD B APPO tio N L ]SETIO F I 4 5P -. • ' H ')I • --N N S,• - 1 * , . • .N_ ,• . 4. . V -I A • .- •- . . . 'N - N .4 •'• • S S , . • . 1 A S B - I - , - N _ S _- N. . , 4_ I ,' . I •. , -, . 5 • - .4 54 .'& . I •. -. S ' NJ I Design Criteria Maximum allowable bearing pressur, cy = 1500 psf (UBC 2906- Table 9-13) Lateral sliding resistancé= 0.25 (UBC 2906- Table 29-13); Based on soil classification of Light Brown Silty Sand '. . . Siesmiczone = 4-'. . (UBC 2312 (d).- Fig 2). Siesmiô zone factor,Z = 0.40 (UBC 2312(d) - Table 23-I) Site.coefficient,S = 1.2 . (UBC23i2 (d)-Tàble 23-J) Occupancy category = II (UBC 2312 (d) - Table 23-K) Importance factor, I = 1:25: (UBC 2312 (d) - Table 23-L) Floor live load = 250 psf (UBC 2304 (a) - Table 23-A) Weight of the 1200 GAL Oxygen 'tank whenfilled w= 19,430 lbs . Model #1200 Compressive sfrengthofconcrete, f'= 2500 psi . Yield strength of reinforcement, f = 60000 psi II Design Lateral Forces Siesmic dead load, W = 19,430 lbs (UBC 2312(e)-i) Design base shear, V = 0 5*ZlW (UBC 2312 (i) -2) 0,50*0•40•5*9,430 . . = 4858 lbs Ill Design Slab Dimensions Slab size is determined by the maximum bearing pressure attained considering cornbined..loading of dead loads, equipment loads, and siesmic lateral loads. The loading and structure configuration are showing ih Figure 1 Free body diagram of the tank. The following contraint equations control the minimum size of the slab; R=W1 +W2 Mo 0 =Rx V(t+H/)- W, B/2 - : W2B/2. . x=fl.5(BV(Ht2*t)/R) . - . ENGINEERING CONSULTING GROUP .. -1200 GAL Liquid Oxygen /X )rri )I Tank Foundation Schurnbcher, Carlsbad XP. )j Prolect No 950621 Tank weight W = 19430 lbs Unit weight of concrete, w 145 pcf . - 13.45, ft. ' '- Slab thickness, t = '' 0.83 ft S Slab length L = V=•-. 4858 lbs (H/2)*V= 32674 ft-lbs ; .• '• Max: àllow bearing = . 1500 . . Resistance to sliding.= 0.25.( Coeff or psi) • FofS Distance, Eccentricity Min.'Max Over F of S B Slab weight Resultant, R x. , e bearing bearing turning Sliding 6.00 ft 4350 lbs .523780 lbs • -1.46, ft 1.541t 0.psf 1815psf 0.94 1.22 7.00 ft 5921 lbs 25351 lbs 2.05 ft 1.45 ft 0psf 1177 psf. 142 130 -8.00 ft 7733 lbs 271631bs 2.65 ft ' 1.35 ft 0, psf 855 psf - 1.96. 1.40 9 00ff _58-p 58- 150 10.00 ft . 12083lbs 31513 lbs 3.83.ff 1.17 ft 95 psf 535 psf 3.29 1:62 I 1.D& ft 14621 lbs 34051 lbs 4.42 ft 1.08 ft 116 psf 447 psf 4.10 1.75 12.00 ft 17400 lbs 36830 lbs 5.00 ft •, 1.00 ft 128 psf 383 psf 5.02. 1.90 13.00,ft 20421 lbs 39851 lbs 5.58 ft 0.92 ft 136 psf 336 psf 6.05 ' 2.b5 14.00 ft 23683 lbs 43113 lbs 6.1.5 ft 0.85ff 140 psf 300 psf - 7.22 2.22 '. 15.00 ft 27188 lbs 46618 lbs 6.71 ft •. 0;79 ft. 142 psf 272 psf 8.52. 2.40 16.00 ft • 309331bs 503631bs 7.27 ft 0.73 ft . 143 psf 251 psf 997 .2.59. 17.00 ft, 34921 lbs 54351 lbs 7.82-ft 068 ft 143 psf 233 psf 11 58 2.80 118.00, ft 39150 lbs 58580 lbs 8.37 ft 063ff 143 psf 219 psf 1336 301 19.00 ft', 43621 lbs 63051 lbs 8.92 ft 058ff 143 psf, 207 psf 1531 325 20.00 ft 48333 lbs 67763 lbs 9.46 ft. • 0.54 ft . 142 psf 197 psf 17.45 . 3.49 2100 ft 53288 lbs 72718 lbs 10.00 ft 0-.50 ft 141 psf. 189 psf 19.79 374 Table I Slab size versus maximum bearing pressure Bearing pressure under slab, q = P/A ± Mc/1 Choose B=L=9 ft • Factor of safety against overturning = 2.58 => Okay ••• ' . • •• • Factor of safety against sliding = 1 5 => Okay EOFS IV Reinforced concrete slab design 663psf S 58 psf • 2.9Z 4.74' 1.34' 91 , R1=-0 8k R2=-7.,3k or. 01 26.7k. 20.26k. . 'Figure .2 Inverted beam diagram M=2.4 k -ft S , V=1.6k • . Mu = 114*M '(ACl 31,8 -92) :.. =3:36k-ft Vu =1.4*V •' . S. S S =2.24k.. . •.. • S . h in . •. S : d 10-3.5 : =6.5in 5 S . Ru=Mu/bd2 S S ESS,0 S S . = (2400*12)!(12*6.52) —,56 psi => p = p,j,15 = 0.33% (:.Mn-7.2k-ft) S CO \ S S S ENGINEERING CONSUL1ING GROUP UJ 1200 GAL Liquid Oxygen Tank Foundation \T41a121L )7 Schumacher,. Cairlsbad. Project No 950621 As = 12*65*00033 = 0.2514 in2/LF use#4 @9"O.C: => p 0.0034 use #5@14' O.C.=>p= 00034 use. #6@20"OC =>p=00034 Check perpendicular direction d =65-050 =6in Mu: Ru*bd2 i = 174*12*62 = 6 3 k-ft <2.4'k-ft I use #4's@g"OC E. W. bottom p max =1 340 => Okay pmin .:20011 0.0033,=> Okay Check shear, Vu =224k Vn =4Vc Vn = 0 9*.\If c + 2500*p*Vu*d/Mu)bd =93k Vu=085*93 = 7.9 > 2.29 => Okay oE ESS ENGINEERING CONSU L TING 1200 GAL Liquid Oxygen Tank Foundation U fl Punching shear, and anchor bolts R. =20.26k : • Punching shear.(AC1318-1122) 13 =10 d =85,n VC 44f'cb0d (ACl318-Eqnll-38). 'Vf' Vn =4)4cb0d : 4) =0.85 • •.•• - b0 =4(d+c) • . • •• •• .• c 10 in • ' • b =4(d+c) .. b0 =4(8.5+10) • • • =74.0 . vu =085*4*12500*740*6 = 75.48 k> 20.26k => Okay Anchor bolt design (ACt 349) Use steel J bolts per ASTM - A36 fut 58000 psi. • •. .• • fy 36000 psi . Pu 11*73=803k vu 1.1*4858/3 ,• '.• = 1 78 k per footing Required tensile strenght, fd5 = mm (4)f 0 8f1 ) 4)f =09*36=324ks1 08fLlt =08*58=464ks1 fds 32.4 ksi • •. • . • Area of tensile steel, A t = P! fdr. • ENGINEERING CONSULTING.GROUP • rn 1200.,GAL Liquid Oxygen Tank Foundation Project No 950621 CI v Inverted Beam Analysis . . ,. I Schumacher PN:950621 i: . 1969 Palomar Oaks Way. Carlsbad, California SINGLE SPAN BEAM ANALYSIS ' DESCRIPTIONS Inverted beam analysis of slab for 1200 Gal 02 Tank Left Support . Right Support . Fixed or Pinned --> I I -- Fixed Pinned or ...' 'I.. I Free,-. 1<-- Left --> 15---- Center >1 <-- Right --> I . . I- --> X :Right Cant . X Left Cant <--- I-----> X Center Note Left CANNOT be Pinned with Right Fixed:! :. FIXITY AT SUPPORTS 0= FREE 1 = PINNED 2= FIXED > LEFT SUPPORT -> 1 > RIGHT SUPPORT'- > 1 SPAN LENGTHS >CENTER SPAN. , 4.74' ft > RIGHT CANTILEVER' .1:34 ft > LEFT CANTILEVER = 208 ft CENTER SPAN LOADING > UNIFOR M LOADS Load:-#T.=, 0klfX(Left= . ,0ftX( Right =, Oft '. 42 Q H ,. 0 : 0 #3 = .0 " " 0 , = , .. #4 =' 0 " = ' o :si- ' = o #5 = 0 - •, = -- 0 ": = 0 , > POINT LOADS #1= Ok X= Oft #5= OkX= Oft 2= 0 X= 0 6= 0kX= 0" = 0. k, ,X . 0 7 O k X= . ... 0 4. .., O.kX .0" 8 = •, 0 k.X O" > TRAPEZOIDAL LOADS #1 Load @ Left = 0.4667 kIt Load © Right = 0.148 klf X Left = 0 ft X @ Right = 4.74 ft #2 Load @ Left ,= 0 Alf Load Right = 0 kIt 02_1200 XLS 9/12/95 . Page 1' Inverted Beam Analysis ... Schumacher PN: 950621 ... 1969 Palomar Oaks Way Carlsbad, California X@ Left = 0 ft X @ Right = 0 ft > APPLIED MOMENTS AT SUPPORTS (Clockwise Positive) At Left Support = 0 ft-k At Right Support = 0 ft-k RIGHT CANTILEVER LOADING Cant Length = 1.34,ft > UNIFORM LOADS Load #1.= 0 klf X -Left= 0, ft :X-Right= •' :0 ft Load. -#2= 0 " .X.-Left= :0 "X-Right . 0 " > POINT LOADS k X= Oft .#3 \. O.k X= 0 ft #2.= -.Ok'X= 0" #4= ;OkX=, 0" > TRAPEZOIDAL LoADS Loa d ( Left = 0 148 klf Load @ Right = 0.058 klf, X Left = 0 ft X @ Right = 1.34 ft LEFT CANTILEVER LOADING Cant Length = 208 ft >UNIFORM LOADS: . . . . . . Load - #1 = 0 klf X- Right = 0 ft X-Left = 0 ft Load,- #2 = 0 " X- Right = 0 " X-Left = 0 >.POINT LOADS: #1 = 0 k X= 0 ft #3 0 k X= 0 ft #2= . 0 X,= 0" #4=.. O.kX= 0 " > TRAPEZOIDAL LOADS (X from Left Support) LOad@ Left = . 0.663 klf . . Load .© Right . . . 0.4667 klf )c@Left 2.92 ft . XRight , . . . ,. . ft SUMMARY MOMENTS SHEARS Center Span = .' . . . 2.3879 ft-k Support = ,Left 1.6 kips Distance from Left = . 0.1 ft Right Support = . 0.1 kips Left Support = -2.548 ft-k REACTIONS Right Support = -0.079 ft-k Left Support = 3 0 kips Right Support 0.2 kips . MAXIMUM MOMENT 2475 ft-k . QUERY DEFLECTIONS;','(Positive = Downward) 02_1200 XLS 9/12/95 Page 2 SEP 06 '95 11:55 FR cIPCI-CENTRAL MPTERIflL610 481 6894 TO 916029683396 P.03/03 FORM U-IA MANUFACTURER'S DATA REPORT FOR PRESSURE ESSEtS t ' / LII (Alternative Form for Single Chamber, Completely Shop-Fabricated Vessels Only) As Required by the Provisions of the ASME Code Rules, Section Viii, Division I - Form 2129B Manufactured and certified by MINNESOTA VALLEY ENGINEERING, 407 7th St. NW: NEW PRAGUE (Name and address of manulactuor) MN. 56071 manufactured for Air Products & Chemicals, Allentown, PA 18105 (Name and address Of DuCha,r) Location of installation .._Air Products k& Chemicals, Irvine, CA 92714 )Nanm and d'vaa) Type_VCS 5000 1001 NA L23743 7902 194 fHorlz. or Von. Tank) (MI9V'o. Seial NO.) (CAN) (Drawing No.) Nat'l. Bd. No.f (Year Built) The chemical and physical properties of all parts meet the requirements of material specifications of the ASME BOILER AND PRES. SURE VESSEL CODE. The design, construction, and workmanship conform to ASME Rules, Section VIII, Division 1 193 to -. W-83 NA LOW TMP.SVC. UW2B.,UH1 Addan,lu irlarut Coda Ca* Nos Special 5o,yice per UG.120(0) - Shell: __________________ .747 0 81 -6 e9 9 Ma(i (Sec. No.. Grade) Non. Thu. (in.) Corr. Allow. (in.) Dim. 1.0. (II. S in.) Lcrogtll (overall) Ill. S in.) Seams: WLTh DEIL. BUTT FULL 100% NA NA WLD.SGL.EIUTT PART. 1 Long. )Wetdod, Double. R.T. (Opel or Full) I'F.'/ H.T. Top. IF) Time (Pr.) Ginri (Wedled, Oouhl, H.F. (500*. Partial. No. of Cou,er Single. Lap. Butt) Single. Lap. dull) or Full) Heads: (a) Mail. SA440-304 _____________ (b) Mall. SA440-304 (Srr.. No., Grede) (Sec. N.. QOC( Location fI'opt aollon, 5ndi Minimum ThicknaCa CO,,Oe,on Allowance Crown R,dlc knuchie Real b Elilolicul Rails contest Apea Aridle Henl.ph.rlcul Radius Flat Oi.n,ct.r Side to P,.nso,e 1 (Consee or Concaco) TOP 741 0 NA NA '2:1 NA NA NA I cQNcPV [(b) ET'M .741 0 NA NA NP CONCAVE-1 It removable, bolts used (describe other fastenings) - NONE - - - (Mall., 5000, NO., 5,., S..rc, No.) MAWP 250 psi at max. temp. 10(2) OF Mm. temp. (when less than 20 F)3'O •.. ________________ IF. Hydro,, pneu., or comb, test pressure 413 psi Nozzles, inspection and safety valve openings: Purpose (Inlet, Outlet. Drain) Diameter or Size ' '' M f) No,n. The, fleiriloreemanl Ml). How Alteclied EtF.TF 41.900D _L P479-316L 231 NA - WELDED NA PF,V _FT il..OSOD _-W. E. 3P473--316L .190 NA Wr.L) NA GU. PE(R 2 Ir QD W. E. P475316L . 83 NA JCELDED GP. LP W E. 3A479-1E.L ,. 197 NA WELDED HYDRO L.._ CPLGC jjS'-F04 .. 230 NA WELDED_ NA ... Supports: Skirt NA Lugs _NL_ Legs NA Other _S,1B.P5 Attached ENDS i .,ELDED )YOS or No) (No.) (No.) (000Crilic) (Where and HOW) Remarks: Manufacturer's Partial Data Reports properly identified and signed by Commissioned Inspectors have been furnished for the following items of the report: Vacuum iatck?ted vessel for . tA,?mPL, or arc'rt0 Desjon oressure is 272. 0i.Jrruer vessi coded orlly HYdr.CL.Prt ar D1Raed and-.we1 rl ecI. CERTIFICATE OF SHOP COMPLIANCE We certify that the statements made In this report are correct and that all detaIls of design, material. conslrUct)on, and workmariShip of this vessel Conform to the ASME Code for Pressure Vessels. Section VII), Division 1. 'U" Certificate of Authorization No. 377 expires JAN 15 Date - 12-07-84 Go. name itNNE3OTA VALLEY_E NO. Si gned j . iMaou)acfuror( Rep(COntarvpi Vessel constructed b1INNESOTP VALLEY! a IJ PRfl3UE MINNEE3Orp 56071 I, the undersigned, holding a valid commission lucd by the National Board of Boiler and Pressure Vessel InspeCtOrS and/or the Slate or'Proviri of MINNESOIEL _ and employed ,i. S Eta ljt_&I. CO. ñf HARTFORD CT, have inspected the component described in this Manufacturers Data Report on —1-dL__-__2_________,.,. 19 ________ . and stale that, to the best of my knowledge and belief, the Manufacturer has COASlruClCd this pressure vessel in accordance With ASME Code, Section VU), Division 1. By signing this cor- tiliCtc neither the Inspector nor his employer makes any warranty, cxprossed or implieti, concerning Inc pressure vessel described in [his Manufacturer's Data Report. Frutherrnore, neither the Inspector nor his employer shall be liable in any manner for any persona) injury or property damage or a loss of Any kind arising from or Connected with this inspection. Date l A 4 Signed 4 —Commissions NB-994 Nr, 85-111 )Au)hOri2ei Inspector) - (Nat'). Board (me). cndorcnnnnt&l 5tBIe PrOc. and No.) ** TOTc14L?4I±7f,7 SEP 06 195 11:54 FR PPCI-CENTRAL 111PTERIL610 481 6894 TO 916029583396 1 P.02/03 - FORM U-i MANUFAcTURERs' DATA REPORT FOR UNHRED PRESSURE VESSELS As required by the Provisions of the ASME Code Rules ...l.. r I Manuacurrd 1% ______ _LL___...1 '4 _O2_An.!__iJ._. iLta... N.nc and addrepa of muou(.c(ur.r) ' Mnu(actu' rd (ur_ U' ' L...t'L t-... .L •, J_,Tt ('sne and .ddf.,.. of 1ob.wn Vot'I Typ- _ __Vessel t_l') ( - ) Nail. 54. Nu.__ _ 3967 (Hull. or V.rtl (Tank, Jacketed. Heat £.ch I (MI... 50110J) (State & SI.l. So.) lten 4-1-incl. to bccumpletcd For single wall veada(such at M rankt), jackctsoIjacketed vcttrls, or shellsoIheat ezchsnrt. -- Nominal Cution -. SHELL: Material_________________ T.S. _Th,ckness___jit. AtIow.nc .._- In. Diam....._Fc........_ln, 1.nth It In 1 Kind .nd Spec. No.) (Fig. or F.D. & Spec. Min. T.S.) - SFAMS: l.urt _H.T. X. R. Sgvtkned Eciencv % Waldad. (Ibm.. Slagi.. Lap, BOIL) (Vs. or No)' (Spot or Complete) Vu. or No) ' Ivw'.* awe of Girth _H.T._ __X.R. - Sectioned No. of Cotiraeg.. - '.. HIADS; (a) Maicritl _T.S,_ (b) Material T.S_ location Crown Knurkit Hliiitical Cukai li**imb*ai Flat did@ to Pv,e l'l'op. bonus", and.) Thicknesb Radium Radium Ratio Apis. Angla Radium 111a.i.t (C(say.s. or Cuncavi) If removable. Liolt utctl Other fattening (M.1at4.i, Sp. No.. T.S.. 81as. Nu() I.?ib. or Attach M.ihJ 7. STAYBOI.TS: 1(hollow_.. - . _Attgchmgnt Pitch X Diam.._________ (N,t.rl.aJ) (ha uf hot') (Threaded, W.1d.d) (Han..) (Vert.) tNIssafl A. JACKET CLOSURE.: Weseribe as twee * v.14, bit. etc. It bar aire dl.v.auni, if boll.4. 4utrtbo or ihatch) Hydeoat*nc 9. Constructed for . Mm. temp. (when Pneumatic or>Tc,t allowable. working press.' psi, at max. temp. 'F. lets than -2V) F. Combietinun) Preu...._.......pss. Itema1O*ftd11 to bCmpd Teir WbtMtt1OliL -. -. -. . ------. In. TUBE SHE ETS Stationary. Maim.i _Dhani..__i. Thieknua In. Attachment__________ (Kind & Spec. No.) (Subject to P(a.501) (W.64.Bolted) FIo.ung. Maten'.l Diem. _In. Thickiteat_In. Aa&chmene-__- - (KJ4 Sgt No.) Inches 11 TUBES: Material 0.0. In. flIcknat - or Gage Number Type Spat; No.) (8crgbt or U) I 12—I3 incL to ba completed for mylar chambers ofacketed ves,cljor chianti, of hat exchangers. Nomil. 33 Corrosion 0 ID 5 04/4 7 0 t. SHELl.: Mate naP ? ' T.S. Thickism In. Allowance in. Diam. Ft._.Jat. L4ng&......Yt_.In. (Kind and Spee. No) (Ptj. or P.D. a Spat. Ml.. 't.k.) SEAMS: LL)ng LIW.. ...3did H.T. . . X.R._C p1.t.505. F.Alcianey % acribe (W.ld.d, iTh&. Lingla, Lap, Butt) (Vu or No) (Spot or Copta) (V.. or No) fully = r.. 34 w/b*ya ''' -a 1 '1 v .1á. of Girth__11.T. X.R._- SecbOned No. o(coorats - fanw HEADS rs0' (b) Maten.L_TS. (c) Material r.s_ Cmv. K.uck). KltipIo.1 Ca.cal H. b(cal Flat ald. o hiss...,. RadIus. Radii.. ,sji.p Apis Angle Radius Diawalat (Cus,si.oe Comm") (a) Top,"bottom, click (b)Chaatng (c) Floating 1(,,movabk, bolts used (a) .. - (b) (M.tqrls), Spat. No., T.3 • Sizu, Number) (c)_Other (astrnin (Dcaorlb. or Missed. Sketch) at Full Y.ew IS. Constructed for max. 259 -.3i)0 Mm. temp. (when .30 Pneumatic orsTcic 350 allowable working preu.'_ psi, at max. temp. F. less than -20)_°F. Coinbttmit okw to be copkted for all vessels where applicable. SAFETY VALVE OUTLETS: Number - .. Siss -Location NOZZLES: Purpose (Inlet. . . Ot1raanl Nusnr thjCD T O% Rdn4uvraat Stow Tbic non* WeAd Achk Yt0i, lt1dA1 3 ?/3"U *33 .,wl11410 ft IS. INSPECTION Manholes, No. ..Size.__. Location - OPENINGS: H.ndhokt, No. __Sje location- Thread ed No atio Other t oU—d 19. SUPPORTS: Skirt -At,aehts4 a u (Su,absr) _ 73294..l6,lb'__a,L,(Imz.r REMARKS—•' (flwrnbq (WhWa & Ho..) _*nlc.uvg 83&99 _..vjl 20 udi :U-% "Coad_to-wu_?I1I_196$_...-.- t _4w_. _jt, _XpsCt_aig._- deacripriori of purpose of the vessel, as Air Tank, After Cooler, Jacketed Cooker, etc. State cnnten!t of each part. I 11 pozrweld heat-treated. List other internal or external pressures with coincident temperature when applicable. FROM : Engineering Consulting Group PHONE NO. : 619 259 4711 Oct. 04 1995 12:30PM P2 1-lazardous Materials SAN DIEGO REGIONAL Ar 'A HAZARDOUS MATERIALS QUESTIONNAIRE0, ammmumm . ......... Management Division 0611111 OF sill oleo@ snes Name . contect ?erson Telephone SCHUMACHER SALLY COSTELLO (619) 931-9555 Mailing Adc16$9 City -. - state Zip - Pleri Filet 1969 PALOMAR OAKS WAY CARLSBAD, CA. 92009 Site Address City State Zip Plan Filet - 1969 PALOMAR OAKS WAY CARLSBAD, CA. 92009 PART i FIRE çEPARTME{T. HA,4A9J2Q1JJ MAJCRIA(,§ MANAQMT DlVliQN: OCCyPANCY CLASSIFICATION indicate by circling the item, whether your busines, will use, process, or store any of the following hazardous materials. If any o the tame are c,cled. applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. J, Explosive or Blasting Agents c Flammable Solid, Pyvophoric, Cryogenics Corrosives (flCompresod Gases 5. Organic Peroxides , Unstable Reactive. Qj)Ilighly Toxic or Toxic Materials 14. Other Health Hazerca Flammable or Combustible Liquids f Oxidizers 9 Water Reictives 1 2. Ridloactives -- -- -- - - - if the answer to any of the question, is yea, applicant must contact the County of San Diego Hazardous Materials Management Division, 1258 Imperial Avenue, 3rd Floor, San Diego, CA 92188-5261, Telephone (819) 338-2222 prior to the issuance of a building permit. .Vk FEES MAY BE REQUIRED Yes No I. your business listed on the reverse side of this form? Will your business dispose of Hazardous Substances or Medical Waste in any amount? 31 Will your business store or handle Hazardous Substances In quantities 'equal to or greeter than 55 gallons, 800 pounds. 200 cubic feet or e*tcinogene/reproductive toxins in any quantity? Will your business use an existing or Install an underground storage tank? Willyour business store or handle Acutely Hazardous Materials? OFFICE USE ONLY 11 RMPP Exempt Data Initials 0 RMPP Requireti Date Initials RMPP Completea Date lnitiI PART III: SAN 01100 COUNTY AIRPQt.LUTION C9NTQL D!ST.Rl.cT lithe answer to any of the questions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123. Telephone (619) 894-3307 prior to the issuance of a building permit. YES NO 1. Will the intended occupant install or use any of the equipment listed on the Uatlrig of Air Pollution Control District Permit.Categories, on the reveres side of this form? 2, (ANSWER ONLY IF QUESTION uS YES.) Will the subject facility be located within 1.000 feet of the outer boundary of s school (K through 12) as listed In the current Directory of School and Convnunity College Districts, published by the Sari Diego County Office' of Education end - the current CalIfornia Private School Directory, compiled In sccordertce with provisions of Education Code Section 33190? iafly describe nøtUf5 o the nterded business activity: Chemical purification and Packaging / Electrical equipment assembly Norris of Owner or Authorized Agent: Air Products and Chemicals, Inc. Signature of Owner or Authorized Ago I declare or penalty of perjury that to the belt of my knowledge and belief the responses made herein are true and correct. -- Date: Do net write below this line FIRE DEPARTMENT OCCUPANCY CLASSIFICATION- BY: Date: CAtM?T tslou Pvuai'r 11111EQUIRDAIINTS COUNTV•HMMD APCD APPeovri P014 $Ljft.5tipO ptMqit IijT NOT occup*ecv COUNTY-HMMD APCO A,,OVEO FOR occu*rcY COUNTY.HMMD APCD