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Home My WebLink About2035 CORTE DEL NOGAL; 135; CB911131; PermitBUILDING P E R M I 09/09/91 11 27 Page 1 of 1 Job Address 2035 CORTE DEL NOGAL Str • Permit Type COMMERCIAL TENANT IMPROVEMENT Parcel No Valuation 11,529 Construction Type VN Occupancy Group. B2 Class Code Description 549 SF OFFICE SPACE IN SHELL T Permit No CBS 111 31 Project No A9101412 Development No A Fl **** Ste 135 4324 09/09/91 0001 01 02 C-PRMT 620.00 Appl/Ownr CONTRACTOR MARSCH, RICHARD 2385 CAMINO VIDA ROBLE CARLSBAD, CA 92009 WHITE CONSTRUCTION 7220 EL CAMINO REAL CARLSBAD, CA 920:09 Status ISSUED Applied. 08/06/91 Apr/Issue 09/09/91 Validated By KZH 619-438-5191 Lie. C 452513 619-753-9272 OWNER MISSION WEST PROP *** Fees Required *** * * * Fees- 708 OU Ad j u s t/ne n t s , o 0 Total Fees 708.00 Fee descnption Building Permit Plan Check Strong Motion Fee Enter "Y" to Autocalc License Tax > C . F . D . * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee > Enter "Y" for Electric Issue Fee > Three Phase Per AMP y * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee) Install Furn/Ducts > * MECHANICAL TOTAL Lie. OWNER Fees Collected & Credits Total Credits: Total P a ymen t s 88 Balance Due: 620 Units Fee/Unit Ext fe 135 88 2 210 194 6 2 9 5 100 50 50 G5 15 . 1 9 00 9 24 k * * 00 00 00 'e Data 00 00 00 00 Y 00 00 N 00 Y 00 00 00 Y 00 00 APPROVAL CLEARANCE /<?-#-//'/..... 4^eK*tJ^ """"/".MQI. -:- CITY OF CARLSBAD 2075 Las Palmas Dr, Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr , Carlsbad, CA 92009 (BIS) «s nei L PERMIT TYPE I ~A 0 COMMERCIAL DNEW0"TENANT IMPROVEMENT B Q INDUSTRIAL DNEW [^TENANT IMPROVEMENT C D RESIDENTIAL DEPARTMENT Q CONDO QS1NGLE FAMILY DUELLING Q ADDITION/ALTERATION QDUPLEX nDEMOLITION DISLOCATION QM03ILE HOME QELECTRICAL DPLUMBING DMECHANICAL np°°L DSPA ORETAINING WALL []SOLAR QOTHER PROJECT INFORMATION PLAN CHECK No EST VAL PLAN CK DEPOSIT VALID BY DATE 3864 08/06/91 0001 01 02 C-PRMT 88-00 FOR OFFICE USE ONLY Address Nearest Cross streets Building or Suite No LEGAL DESCRIPTION Lot No Subdivision Name/Number CHECK BE LOU IF SUBMITTED ^ft. Energy Calcs 1 \2 Structural Calcs [ 1 2 Soils Report ASSESSOR'S PARCEL Unit No ,01 Addressed Envelope EXISTING USE Phase No PROPOSED USE DESCRIPTION OF BLDG SO FTG * OF STORIES / CONTACT PERSON ADDRESS Y/7 &s\/ O 7 STATE<£#£ ZIP CODE V^ _ DAY TELEPHONE AGENT FOR CONTRACTOR ADDRESS QOWNER STATE ZIP CODE AGENT FOR OWNER DAY TELEPHONE PROPERTY OWNER OWNER ADDRESS ZIP CODE 0LESSEE fjTENANT kt DAY TELEPHONE 6 CONTRACTORNAME CITY STATE STATE LIC tt ADDRESS ZIP CODE LICENSE CLASS "AY TELEPHONE CITY BUSINESS LIC * DATE DESIGNER NAME DAY TELEPHONE ^7 *? STArE <-'C * WORKERS' COMPENSATION Workers' Compensation Declaration I hereby affirm that I have a certificate of consent to self 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 C) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certificate of Exemption I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE DATE 8 OWNER-BUILDER DECLARATION Owner Builder Declaration I hereby affirm that I am exempt from the Contractor's License Law for the following reason EJ 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 7Q44, 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 M however, the building or improvement is sold within one year of complefon the owner builder will have the burden of proving that he did not build or improve for the purpose of sale ) G I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 704i 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) P] I am exempt under Section Business and Professions Code for this reason SIGNATURE DATE COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? DYES Quo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management distiict7 DYES QNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' DYES LTJNO IF ANY OF THE ANSWERS ARE TES. A FINAL CERTIFICATE OF OCCUPANCY HAY NOT BE ISSUED AFTER JULY 1 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT i CONSTRUCTION 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 10 APPLICANT'S SIGNATURE I certify that 1 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 represent ativcb of the City of Carlsbad to enter upon the nbove mentioned property for inspection purposes 1 ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT Expiration Every permit issued by the Building Official under the provisions of this Code shall e>;pire by limitation nnd become null nnd void if the building or work authorized by such permit ts not commenced within 180 days from the dote of such permit or if the bui Icing or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code) [3*OWNER [~] CONTRACTOR 0-BY PHONE APPROVED BY DATE WHITE File YELLOW Applicant PINK Finance RECEIVED OC7 2 1 1991 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING; FIRE ^PLANNING U/M WATER PLAN CHECK#: CB911131 DATE: 10/18/91 PERMIT*: CB911131 PERMIT TYPE: CTI PROJECT NAME: 549 SF OFFICE SPACE IN SHELL ADDRESS: 2035 CORTE DEL NOGALpsUITEfl 135 CONTACT PERSON/PHONE#: MH/TRAVIS/931-1130 SEWER DIST: WATER DIST: >: (G/tflfaf INSPECTED^vJ DATE BY: <LjM^nTA^ INSPECTED: ffjf IflMf APPROVED 1^ DISAPPROVED INSPECTED"-"^ DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: PERMIT* CB911131 DESCRIPTION: 549 SF OFFICE CITY OF CARLSBAD INSPECTION REQUEST FOR 10/18/91 SPACE IN SHELL TYPE: CTI JOB ADDRESS; APPLICANT: CONTRACTOR: OWNER: 2035 CORTE DEL NOGAL MARSCH, RICHARD WHITE CONSTRUCTION MISSION WEST PROP PHONE: PHONE: PHONE: STR:** FL:**** 619-438-5191 619-753-9272 INSPECTOR AREA MC PLANCKtf CB911131 OCC GRP CONSTR. TYPE VN STE: 135 REMARKS: MH/TRAVIS/931-1130 SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical AP ] V ***** INSPECTION HISTORY ***** DATE DESCRIPTION 100991 Rough Combo 092091 Interior Lath/Drywall 092091 Frame/Steel/Bolting/Welding 091091 Frame/Steel/Bolting/Welding 091091 Rough Electric ACT INSP AP TP PA MFC MFC MFC MFC CO PA PA COMMENTS T-BAR SEE INSP NOTES SEE INSP NOTES WALLS IN WALLS DATE UNSCHEDULED INSPECTION INSPECTOR PERMIT » / PLANCK # JOB ADDRESS TIME ARRIVE: CD LVL DESCRIPTION TIME LEAVE: ACT COMMENTS PERMITS 6/15/89 ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: k u<v - \H -^ \ APPLICANT JURISDICTION: C ^ cAr £>•* \ <> V». A, QPLAN CHECKERO } QFILE COPY PLAN CHECK NO: Cfc> 3| -1'5 < SET: Tl (jUPS QDESIGNER PROJECT ADDRESS: ^>Cj».a>C^' /" p PROJECT NAME: H~" I . The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified \^e^\ o >-v3 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. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. [[ The applicant's copy of the check list has been sent to: §H Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: Telephone # REMARKS; *bwO \oOC\~r^ 0\ ^ f pT^ a* t*\',<+ ~7 »~^ * \ &e. tCT7^n An^ rn^ \* By: Q.V\ "O^fLv^- Enclosures: ESGIL CORPORATION g/tf DGA DAA DRN QDM DateiffMM^ Prepared by: Jurisdiction C * Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK NO. C6 qi-N \2>\ C -L BUILDING ADDRESS __ APPLICANT/CONTACT _ BUILDING OCCUPANCY PHONE NO. DESIGNER PHONE - TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION HTM, Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA '^^\ VALUATION MULTIPLIER <$\^ @ ? @ VALUE \\*55^^ 1 Uf5.x1 ^ Building Permit Tee $ Plan Check Fee $ COM H E N T 5. SHEET (L) OF 12/87 Plan Check No Planner PLANNING CHECKLIST Address T£>Z>'~> Phone 438-1161 ext (Name) APN Type of Project and Use Zone r^ffn Facilities Management Zone Legend D Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified D D Environmental Review Required YES NO DATE OF COMPLETION TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval D D Discretionary Action Required YES NO TYPE DATEAPPROVAL/RESO NO PROJECT NO OTHER RELATED CASES Compliance with conditions of approval7 If not, state conditions which require acl ion Conditions of Approval D D California Coastal Commission Permit Required- YES NO DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio South, 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 fi H n Landscape Plan Required YES NO _ U LJ G G a GGG 0GD CGG aaa aan ana See attached subiruttal requirements for landscape plans Site Plan. Zoning 1 Provide a fully dimensioned sire plan drawn to scale Show \cr- arrow, property lines, easements, existing and proposed structures srreets, existing street1 improvements, nght-of-way width 2-- dimensioned setbacks Show on Site Plan Finish floor elevations, elevations or finish adjacent to building, existing topographical lines, existing ana -re slopes and dnveway Provide legal description of property Provide assessors parcel number Setbacks jra-e rcsec Front tm 'Side Street Side Rear 2 Lot coverage 3 Height. 4 Parking' Spaces Guesc Spaces Additional Comments Required Required Required Required Required Required Required Required Shown Shown Shown Shown Shown Shown Shown Shown. <2>UE AND ENTERED APPROVAL INTO COMPUTEK/J4^o//>y^-DATE $ fl* fa' PLNCK.FRM tU < 123 S N R TDD C C C H H H E E E K / K K ' — ' nan szfna ana nan BUILDING PLANCHECK ENGINEERING CHECKLIST DATE ;£i - I ^l - °\ PLANCHECK NO. ZO 3 S qi - //3i SS ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED PROJECT ID: LEGAL REQUIREMENTS 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 dimension setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. . 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Field Review Date: ' — ' ' — ' ' — ' 7. ' — ' ' — ' ' — '8. nnn nnn nnn Field review completed. No issues raised. Field review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. P \DOCS\MISFORMS\FRH0010.DH REV. 02/27/91 n D. Grading is required to access site, create pad or provide for ultimate street improvement. '—' '—' '—' E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. DDE F. Other: Dedication Requirements n 9. No dedication required. '—''—''—' 10. Dedication required. Please have a registered Civ Ll Engineer or Land Surveyor prepare the appropriate legal description together with an 8%" x 11" plat map and submit with a title report and the required processing fee. Ail easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date By:. Improvement Requirements I—I I—I 11< No public improvements required. SPECIAL NOTE; Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. '—' '—' '—'l2. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: by:. P \DOCS\HISFORMS\FRM0010.DH REV. 02/27/91 '—''—''—' 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By: DDE1—' 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). '—' 14. No grading required as determined by the information provided on the site plan. -1 '—' 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE; The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: by: Miscellaneous Permits —' '—' 16. Right-of-Way Permit not required. '—' '—' '—' 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: 18. Sewer Permit is not required. 19. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. '—' '—' 20. Industrial Waste Permit is not required. P \DOCS\MISFORMS\FRM0010.DH REV. 02/i»7/91 n '—' 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: By: Fees Required 0 27. Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fees: G/f 23. Traffic Impact Fee Fee Per Unit: Total Fee: [f] 24. Bridge and Thorough fare Fee Fee Per Unit: Total Fee: 25. Public Facilities Fee required. 26. Facilities Management Fee Zone: Fee:. 27. Sewer Fees Permit No. EDU's Benefit Area: Fee: 28. Sewer Lateral Required: Fee: 29. REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: ^%a^*£ r^. ^fMt DATE: P \DOCS\MISFORMS\FRM0010.DH REV 02/27/91 2560 ORION WAY Cttp of Carlstfmb CARLSBAD, CA 92008 F/fl£ DEPARTMENT TELEPHONE (619) 931-2121 DISAPPROVED PLAN CHECK REPORT APPROVEDr -. PLAN CHECK* fll- \\b\ \ PROJECT - J r ^ L~ ~3lX ( \ f- . ADDRESS ARCHITECT Pi ^ ft f'nnfL. ADDRESS 7y/\ &VK ^/^'/ PHONE i OWNER X--/VWo/iJ fA)f*{T r^C^P ADDRESS /^//"T"/^ rtun/r* *> /SO PHONE -OCCUPANCY ^-/ CONST VA/ TOTAL SO FT STORIES EPS'PRINKLERED [^TENANT IMP APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS PLANS, SPECIFICATIONS, AND PERMITS 1 Provide one copy of floor plan(s), site plan, sheets 2 Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project 3 Provide specifications for the following A 4 Permits are required for the installation of all fire protection systems{s'prmklejj^stand pipes, dry chemical, halon, C02, alarms, hydrants) Plan must be approved by the fire departmenrpTro'rtcfTnstallation 5 The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT i The following fire protection systems are required GETAutomatic fire sprinklers (Design Criteria £^ fl? l?..^ LJFr/3 t ' D Dry Chemical, Halon, CO2 (Location ) D Stand Pipes (Type ) D Fire Alarm (Type/Location ) 7 Fire Extinguisher Requirements / [rTOne 2A rated ABC extinguisher for each ''?0u(j sq ft or portion thereof with a trayel distance to the nearest extinguisher not to exceed 75 feet of travel ' D An extinguisher with a minimum rating of to be located D Other 8 Additional fire hydrant(s) shall be provided ~ EXITS 9 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort 10 A sign stating, " This door to remain unlocked durmg(busmess hours" shall be placed above the mam exit and- door,s .11 EXIT signs (6" x 3A" letters) shall be placed over all required exilts and directional signs located as necessary to clearly indicate the location of exit doors GENERAL .12 Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code .13 Buildmg(s) not approved for high piled combustible stock Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids II high stock pil mg is to be done, comply with Uniform Fire Code, Article 81 .14 Additional Requirements .15 Comply with regulations on attached sheet(s) Plan Examiner ' . ff-J•" J A-<— If s'\/6 > yf f J Date- Report mailed to architect / Met with : Attach to Plans COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW X BUILDING P.C. NO.: (CHECK ONE) REVISED APPLICATION NO.; 9^,1^9-, INDUSTRIAL CLASS: BY: li^Uje-K^ ^ WojGUKA. DATE: AO.°l| Signature_j0f City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: SITE APPLICANT: ¥J\) 5 <$ [ fl\l IJ Hi?z*T~ PfepflaESS;' | ''••'' in i «• i •iV • i i \jf\ff • • i *!••• •! • !• r~\J'[ . TYPE OF BUSINESS: APPLICANT'S ADDRESS; ^ B. WASTES AND PROCESSING: (Check where applicable) (^Domestic Waste Only |~| Industrial Waste |~| Industrial Waste NOT r Discharged to Sewer Discharged to Sev/er GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste): GENERAL DESCRIPTION OF PROCESS (If Applicable): C. WASTES TO BE DISCHARGED TO SEWER: WASTE: TREATED: QUANTITY: AVERAGE GPD (Check One) UNTREATEPT~Sf' (Daily) MAXIMUM " GPD '^ (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: ^__^ __ (Print) TITLE: SIGNATURE: /^i^f^L.yK/^/^' V DATE: GREASE TRAPS When deemed necessary by the Administrative Authority, approved type grease traps (See Fig 7-34) complying with the requirements of the Uniform Plumbing Code and meeting IAPMO Property Standards PS-13 shall be installed in waste lines leading from sink drains and other equipment likely to produce large quantities of grease in establishments such as restaurants, cafes, lunch counters, cafeterias, bars and clubs, institutional and commercial kitchens and other similar operations Individual dwelling units and private living quarters are excluded from this requirement DRAW-OFF PIPING LOW PRESSURE CHAMBER t-i—n— INLET GREASE DRAW-OFF VALVE THREADED OUTLET GREASE DRAW-OFF OUTLET NOZZLE DRAW-OFF PIPING COVERLOCK AND LIFT RING / .CLEANOUT HIGH INLET LOW INLET EMB OUTLET WATER LINE Illl REMOVABLE BAFFLES \ Figure 7-34 Grease Traps 313 Prior to installation of a grease trap, plans indicating the size and rating of the unit, pipe sizing, ventmq location of the unit, and location of the low control, shall be submitted to the Administrative Authority for approval The minimum rated flow of any grease trap shall not be less than twenty (20) gallons per minute (1 3 Us) and the maximum permitted rate of flow shall be fifty-five (55) gallons per minute (3 5 Us) Any deviation from this requirement must first be approved by the Administrative Authority The fifty-five (55) gallons per minute (3 5Us) limitation does not apply to industrial interceptors and separators, interceptors for slaughter houses, meat packing or curing establishments, soap factories, tallow or fat rendering and hide curing establishments or public and private wash racks Each plumbing fixture or piece of equipment connected to a grease trap shall be provided with an ap- "j3[gved type flow control or restricting device (See"Fia 7-35) installed in a readily tion in the drain outlet of each such fixture Flow control devices shall be so designed that thelotaTFTow through such devices shall at no time beljreater than the rated capacity of the grease trap Flow control devices having adjustable or removable parts shall not be approved When properly installed, flow control fittings insure maximum efficiency for the receptor in terms of grease retention The velocity of the water is reduced to the capacity of the grease trap As t(ip water enters the grease trap at this controlled rate of flow it is free of turbulence It then passes over a series of baffles which cause greases, fats and oil to become 'separated and released from waste water They float to the top of the grease trap to accumulate until remov- ed Elimination of the flow control would increase the velocity of the water entering the grease trap, creating turbulence in the grease trap It would permit the flow rate through the grease trap to exceed its rated capacity and the grease trap would be overloaded Waste retention time in the grease trap would be reduc- ed and would not be of sufficient length to allow maximum grease separation As a result of this reduced ef- ficiency, undesirable wastes would be permitted to enter the drainage system, resulting in stoppages Without the flow control device, a much larger and more expensive grease trap would be required The device shall be provided with an air intake or vent It is recommended that unions be installed on either side of the device to permit its removal for maintenance AIR INLET FLOW FROM FIXTURE FLOW CONTROL ORIFICE Figure 7-35 TO GREASETRAP FLOW CONTROL FITTING Required grease traps shall have an approved rate of flow which is not less than given in Table 7-2 of the Uniform Plumbing Code for the total number and size of fixtures connected to, or discharging into them, and the total capacity of gallons (liters) of fixtures discharging into any such receptor shall not ex- ceed two and one-half (21/z) times the certified gallons per minute (Us) flow rate of the grease trap in accor- dance with Table 7-2 TABLE 7-2 — Grease Traps Total Number of Fixtures Connected 1 2 3 4 Maximum capacity of fixtures connected, Gallons 50 65 90 125 Required Rate of flow per minute, Gallons 20 25 35 50 Grease Retention Capacity, Pounds 40 50 70 100 314 ' When a grease trap is installed or located in such a manner that its i 'lower in elevation than the outlet of any fixture discharging into it (See F the device shall be increased to a rate at least fifty (50) percent greater \ words, a larger grease trap would be required FLOW CONTROL X = GREATER THAN 4 FEET (12m) made om VENTED WAST.E Figure 7-36 The total number of separate fixtures (the term "fixture" shall mean and include each plumbing fixture, appliance, apparatus or other equipment required to be connected to or discharged into a grease trap by any provision of Section 711 of the Uniform Plumbing Code) that may connect or discharge into one (1) grease trap limited to four (4) Each grease trap shall be vented as required elsewhere in the Uniform Plumbing Code, and each fixture discharging into a grease trap shall be individually trapped and vented in an approved manner (See Fig 7-35) An approved type grease trap may be used as a fixture outlet and for a single fixture (See Fig 7-38), however, when the horizontal distance oetween the tixtuFe outlet and the grease trap does not exceed torj[4) feet (1 2 m) and the vertical tailpiece or draindoes noTexceed two and one-half (2V2lJeet (0 76 m) (See Fig ' ----- " " X = GREATER THAN 4' i FLOW" ^CONTROL I J^^^-CLEANOUT VENTED WASTE Figure 7-37 The air intake of any flow control device installed downstream of the fixture trap (See Fig 7-37) shall vent to the outside atmosphere The air intake of a flow control device installed j/vithout aJixture trap or on the flouse sirte of a fixture trap (See Fig 7-38 and 7-39) shall not be combined with plumbing vents and shall ter- gte_at least six (6) inches (l52Tmm) ab6ve~the flood leve 315 X = LESS THAN FOUR (4) FEET (1 2m) VENTED WASTE CLEANOUT "A" DIMENSION NOT TO EXCEED FOUR (4) FEET (1 2m) "B" DIMENSION NOT TO EXCEED TWO AND ONE-HALF (2K) FEET ( 76m) j Figure 7-39 In addition * (a) Each grease trap and interceptor must be so installed and connected that it shall at all times be easi- ly accessible for inspection, cleaning and removal of the intercepted grease (b) Grease traps and interceptors shall be maintained in efficient operating condition by periodic' removal of the accumulated grease Failure to do this defeats the function of the device The col- .^ lected grease must not be introduced into the drainage piping or public or private sewer (c) Grease traps and interceptors shall be constructed of durable materials satisfactory to the Ad- 3 mmistrative Authority, such as fabricated steel, cast iron, or precast or poured in place reinforced concrete, and shall have a full size gas tight cover, which can easily and readily removed (d) Grease traps and interceptors having water cooling jackets are prohibited (e) Each grease trap and interceptor shall have an approved water seal of not less than two (2) inches (50 8 mm) in depth or the diameter of its outlet, whichever is greater (f) No grease trap and interceptor required by the Uniform Plumbing Code shall be installed until the J type or model or each size has been subjected to, and has fully complied with tests acceptable to the Administrative Authority, and has been subsequently approved by him These requirements do not apply to grease traps or interceptors required for slaughter houses, packing or curing $ establishments, soap factories, tallow and fat rendering and hide curing establishments, auto wash • racks, or similar operations (g) Installations of grease traps and interceptors in any food preparation area is prohibited by Health Departments a 316 1/ The Administrative Authority may require such tests as may be necessary to determine the grease col- lecting efficiency of the various types and kinds of grease traps and interceptors to establish the rate of flow or other rating thereof Such test requirements may be revised or modified from time to time as may be deemed necessary by the Administrative Authority A list of approved and acceptable grease traps and in- terceptors shall be kept on file m his office. No grease trap or interceptor shall be hereafter installed which does not comply in all respects with a type or model of each size thereof approved and accepted by the Administrative Authority Whenever it shall come to the attention of said Authority that any grease trap or interceptor does not comply, he shall im- mediately suspend or revoke such approval Unless specifically required or permitted by the Administrative Authority, no food waste disposal shall be connected to or discharged into any grease trap NO. FIXT 1 2 3 4 CAPACITY LBS. 40 50 70 100 GAL 20 25 35 50 VTR rc; FLOW CONTROL VALVE TRAP AND VENT SINK IF OVER FOUR (4) FEET (1 2m) HORIZONTALLY OR TWO AND ONE-HALF (2%) FEET (76m) VERTICALLY FROM GREASE TRAP Figure 7-40 GREASE TRAP INSTALLATION , Figure 7-41 on the following page is a section (cutaway drawing) grease interceptor Also on the same page a copy of Appendix H, "Recommended Procedures for Sizing Commercial Kitchen Grease Interceptors" 317 INLET OUTLET sha Figure 7-41 Grease Interceptor APPENDIX H Recommended Procedures for Sizing Commercial Kitchen Grease Interceptors H1 Waste Discharge Requirements ,. . »(a) Waste discharge from fixtures and equipment in establishments which may contain grease, including but not limited to, scullery sinks, pot and pan sinks, dishwashing machines, soup kettles and floor drains located in areas where grease-containing materials may exist, may be drained into the sanitary waste through the interceptor when ap- proved by the Administrative Authority(b) Toilets, urinals and other similar fixtures shall not waste through the interceptor (c) All waste shall enter the interceptor through the inlet pipe only (a) Interceptors shall be constructed in accordance with the design approved by the Administrative Authority and ill have a minimum of two compartments with fittings designed for grease detention (b) There shall be an adequate number of manholes to provide access for cleaning all areas of an interceptor, a minimum of one (1) per ten (10) feet of interceptor length Manholes covers shall be gas tight in construction having a minimum opening dimension of twenty (20) inches (c) In areas where traffic may exist the interceptor shall be designed to have adequate reinforcement and cover (a) Each grease interceptor shall be so installed and connected that it shall be at all times easily accessible for in- spection cleaning and removal of the interceptor grease A grease interceptor may not be installed in any part of a building where food is handled Location of the grease interceptor shall meet the approval of the Administrative Authority(b) Interceptors shall be placed as close as practical to the fixtures it serves ..^^11(c) Each business establishment for which a grease interceptor is required shall have an interceptor which shall serve only that establishment (a) Parameters—The parameters for sizing a grease interceptor are hydraulic loading and grease storage capaci- ty, for one or more fixtures(b) Sizing Formula—The size of the interceptor shall be determined by the following formula Number of meals v waste flow y retention x storage _ Interceptor sizeper peak hour1 x rate2 x time3 x factor* (liquid capacity) 'Meals Served at Peak Hour2Waste Flow Rate a With dishwashing machine b Without dishwashing machine c Single service kitchen d Food waste disposer Detention Times Commercial kitchen waste Dishwasher Single service kitchen Single serving 'Storage Factors Fully equipped commercial kitchen 6 gallon flow 5 gallon flow 2 gallon flow 1 gallon flow 2 4 hours 1 5 hours 8 hour operation 1 16 hour operation 2 24 hour operation 315Single Service Kitchen H5 Effluent Sampling AJAn effluent sampling box on grease interceptors may be required by the Administrative Authority H6 Abandoned Grease InterceptorsAbandoned grease interceptors shall be pumped and filled as required for abandoned sewers and sewage disposal facilities in Section 1119 of the Uniform Plumbing Code 318