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HomeMy WebLinkAbout2858 LOKER AVE E; ; CB091445; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-13-2009 Commercial/Industrial Permit Permit No: CB091445 Building Inspection Request Line (760) 602-2725 Job Address: 2858 LOKER AV EAST CBAD Permit Type: Tl Sub Type: INDUST Parcel No: 2090820700 Lot#: 0 Status: ISSUED Valuation: $400,000.00 Construction Type: 5A Applied: 09/02/2009 Occupancy Group: Reference #: Entered By: MOP Project Title: PRESCRIPTION SOLUTIONS Plan Approved: 10/13/2009 BACK UP GENERATOR W/ DIESEL STORAGE TANK AND PAD (CMU Issued: 10/13/2009 Inspect Area: Applicant: DIVERSIFIED PROTECTION SYSTEMS 1241 NORTH BARSTEN WAY 92806 714-632-0929 Building Permit Add'! Building Permit Fee Plan Check Add'! Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee STD #2 Fee BTD #3 Fee Renewal Fee Add'! Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'! Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $1,737.93 $0.00 $1,129.65 ($1,129.65) $0:00 $84.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.0b $16.00 Plan Check#: Owner: TECHBIL T CONSTRl,.!CTION CORP 3575 KENYON ST SAN DIEGO CA 92110 Meter Size Add'! Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Aclditional Pees HMP Fee $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? TOTAL PERMIT FEES $1,857.93 Total Fees: $1,857.93 Total Payments To Date: Inspector:~ 'URAGE _ATTACHED Clearance: _____ _ $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. ., Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 www.carlsbadca.gov SUITE#/SPACE#/UNITII Date q APN CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) S7/k:nP-~'f Cer1£r<,.f..7ol\ u.J I {),et5u.-!f;w~ 774-Al K.. f lli.I' TA t.. LI\ Tr or, 9,.., l'A--0 EXISTING USE PROPOSED USE GARAGE (SF) PATI0S(SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YESD NOD YES ONO D YESD NOD CONTACT NAME (If Different Fom App/leant) APPLICANTNAME f'A..L,t='f{ --(JA:-n A:>1-017 ID ADDRESS ADDRESS I Q 41 N . M.A.J>re::" CITY STATE ZIP CITY N)Af-(£/ IJ1 s~ z1P /28oG PHONE FAX EMAIL PROPERTY.OWNER NAME _ rrvJ. r,-, .J. "bl.(.,( { vr, ~· ADDRESS ,z BS-8 LO/:: e-~ CITY eA/,l.{'bAP CAE PHONE FAX EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. # STA~.# 105 f?bS CLASS C/0 Cl1Y BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair an~ structure, prior to its issuance, also requires the applicant for such permit to file a signed statement ttiat he is-licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of D1v1sion 3 of the Business and Professions Code} or that he is exemP.t therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). W@ilH:S@@~" @®G!Ju>@Rl~6)u'O®G!i , .. . Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: ~ve and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ave and will maintain work~~@n~OQT rer,:;rl).'tf7tion 37~~he Labor Code,~the performance of the ~Ori< for which thi¥1rme issued. 7worl<ers' compensat,i1n/7nce carrier and policy number are: Insurance Co ~ iJ vn /fl·{. Policy No. s g 00 0 0 0 3 oq Expiration Date I ,z Of () This section need not be completed if the permit is for one hundred dollars ($100) or less. f 1 D 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. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ,.Rf5 CONTRACTOR SIGNATURE DATE . ' ®WW@@c0Q.1O1l@@ffi 11>@@11tH:&~ vO®G9 I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes ONo 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address I phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): ,. ,.Rf5 PROPERTY OWNER SIGNATURE DATE <s@°crru>11&ti@ vro;o~ · @@@vo®tiJ Gri@ro~-@@000@w·&b&C1 @©i5ti@-Oc;ti© :@@roizi ov~-©0f1 ij . ---__ , __ IJ!®@ . ' . Is the applicant or future building occupant required to submit a business[::), acutely hazardous materials registration fonn or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes No Is the applicant or future building occupant required to obtain a pennit from the air pollution control district or aC]ality management district? DY es D No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. -.. -@®w ~ v'uH.!J<s tr o ® ro (1@(0@0QJ© ~©@QJ(st7 . , . • ~ " I · . -·· ·.- I hereby affirm that there is a construction lending agency for the performance of the.work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address --. . .. .. -. &@@(hfJ<s&rov_ (s@filt?O@O<s~trO@QJ -. . . . .. ... I certify that I have read the application and state that the above infonnation is correct and that the infonnation on the plans Is accurate. I agree to complywith all Cify ordinances and State laws relating to building construction. I hereby authorize representative oflhe City of Carts bad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALLLIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA pennit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every pennit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such pennit is not commenced within 180 days from the date of such pennit or if the building or work authorized by such pennitis suspended or abandoned at anytime after the work is commenced for a period of 180 days (Section 106.4.4 Unifonn Building Code). ~ APPLICANT'S SIGNATURE DATE lnspe,ction List Permit#: CB091445 Date Inspection _l!em 12/22/2009 39 Final Electrical 12/02/2009 39 Final Electrical 11/18/2009 39 Final Electrical 10/28/2009 34 Rough Electric Type: TI 10/19/2009 11 Ftg/Foundation/Piers 10/19/2009 31 Underground/Conduit-Wirin 10/14/2009 31 Underground/Conduit-Wirin 10/14/2009 34 Rough Electric Wednesday, December 23, 2009 INDUST Inspector Act TP AP TP ·co TP NR PY PA RB AP RS-.PA RB AP RB PA PRESCRIPTION SOLUTIONS BACK UP GENERATOR W/ DIESEL STOR Comments NEED ALT SOURCE OF POWER PLAQUE@MSB NEED FIRE APPROVAL PRIOR UFER GRND PAD SLAB GRNDG ELECTRODE CONDUCTOR OK CONDUIT ONLY CONDUIT ONLY OK Page 1 of 1 I ~. /4f~~~ '\\-~·'J? ~ CITY OF CARLSBAD Unscheduled Building Inspection Building Department 1635 Faraday Avenue Carlsbad CA 92008 760-602-2700 DATE: l ~-1 :7,,.,,--QO\ . ' INSPECTOR: tLAcc:---- PERMIT#: (A\"--' ':::\S: CONT ACT: \\9,cio r:: PHONI; #: ) \~ l 2-':::\Q -4\¢$" JOB ADDRESS: ~z \ e£.aA_. (6.) r~ DESCRIPTION: --~ ---------------------- CODE DESCRIPTION ACT COMMENTS ~0) r~ ff Bldg Inspection Form Page 1 of 1 Rev. 06/09 i' / ~· ",I, 1 EsGil Corporation In <Partnership with qovemment for (Bui[cfing Safety DATE: September 10, 2009 JURISDICTION: Carlsbad PLAN CHECK NO.: 09-1445 PROJECT ADDRESS: 2858 Loker Avenue East SET: I PROJECT NAME: RX Solutions Optional Standby Generator D~~T D~ D PLAN REVIEWER D FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. 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 Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: Mail Telephone Fax In Person D REMARKS: By: Eric Jensen EsGil Corporation D GA D EJ D PC Enclosures: 9/3 Fax#: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,,. Carlsbad 09-1445 September 10, 2009 [DO NOT PAY-THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Eric Jensen PLAN CHECK NO.: 09-1445 DATE: September 10, 2009 BUILDING ADDRESS: 2858 Loker Avenue East BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code #NIA . -----------·--------------El- Bldg. Permit_~::.~~ Ordinance 1 ..- Plan Check Fee by Ordina_nc_e -~l_..,.~I Type of Review: D Complete Review D Repetitive Fee ~ Repeats * Based on hourly rate Comments: D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. D Structural Only ____ __,21 Hrs.@• $86.00_ ($) $21s.ool $112.001 Sheet 1 of 1 macvalue.doc + City of Carlsbad l=MD 1i¥ki·IIOO-#iii•11 1\441•0·1 BUILDING PLANCHECK CHECKLIST DATE: ( 0/i._1/ ()'2 PLANCHECK NO.: C,BtJ?}-/~ BUILDINGl.ooRESS: ~fLUJ(,('.G/(_ J\1/e:l\.l (J e:~ ==~~!~~~~sp:~~~O :~MBE~ wWJI f1lF2 8 EST. VALUE: ___ _ ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: Please se~e ttached report of deficiencies marked wit P. ke necessary corrections to plans or specifica · or compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By:--------Date: By: _________ Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT· ATTACHMENTS D Dedication Application/Checklist D Encina Wastewater Screening Survey D Encroachment Application/Checklist D Final Map (Reference} D Grading Plan Application/Checklist D Improvement Application/Checklist D Neighborhood Improvement Agreement D t-of-Way Permit Submittal Checklist Information Sheet ) Storm Water Compliance Forms$/\/{)~(?:> D Other __________ _ Date: ENGINEERING DEPARTMEN Name: Linda Ontiveros City of Carlsbad Address: 1635 Faraday Avenue, Car.lsbad, CA 92008 Phone: (760) 602-2773 Fax: (760) 602-1052 Email: Linda.Ontiveros@carlsbadca.gov CFD INFORMATION Reference No(s}: f I f _<J}(: ~ Lot No.: 92 Recordation: Subdivision/ /'7'1 -?/ I,;_.. /) / Carlsbad Tract: U' l { ~ r V\ 1635 Faraday Avenue• Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 @ BUILDING PLANCHECK CHECKLIST SITE PLAN 1ST 2ND 3RD D D D 1. Provide a fully dimensioned site plan drawn to scale. Show: D D D A North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 2. Show on site plan: A Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." 8. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 2 Rev. 2/02/09 BUILDING PLANCHECK CHECKLIST 1 sr 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ D D D 4b. All conditions are in compliance. Date: _________ _ D D DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: ________________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. 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 $ 82,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: ____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ---- 3 Rev. 2/02/08 BUILDING PLANCHECK CHECKLIST 1sr 2ND 3RD IMPROVEMENT REQUIREMENTS continued D D D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $441 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. D D D D D D D D D D Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement (NIA). Please return agreement signed and notarized to the Engineering Department. Completed by: Date: ------------ 6d. 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. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. D 7a. Inadequate information available on Site Plan to make a determination on grading D D requirements. Include accurate grading quantities in cubic yards (cut, fill import, export). This information must be included on the plans. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with th~ completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: __________ Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. 4 Rev. 2/02/09 D ~-D D BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT 8. A Right-of-Way permit is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. To see requirements, visit our website: www.carlsbadca.gov/engineering Right-of-Way permit required for: INDUSTRIAL WASTE PERMIT 9. If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad of Carlsbad, Development Services Division, located at 1635 Faraday Avenue, Carlsbad, CA 92008. City Staff can provide forms and assistance. You may telephone (760) 602-2750 for assistance NPDES PERMIT 10. Complies with the City's requirements of the National Pollutant D!scharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. STORM WATER COMPLIANCE uires Project Storm Water Permit: ps{s;.tN,o:1} 0013) Tier · · (Requires SWPPP) ___please ':o';lete attacheg forms _ o threat -Please complete attached Storm ater Exemption form DEVELOPMENT FEES 11. a Required fees are attached ·, '-W 09 CXJ I 3 0 More information need~d o No fees required 5 Rev. 2/02/09 BUILDING PLANCHECK CHECKLIST 3RD WATER METER REVIEW D 12a. Domestic (potable) Use Ensure that the meter .proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units receive "standard" 1" service with 5/8" meter. • All residential units that need to be fire sprinkled receive a 1" meter. See Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing systems criteria. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). NOTE: Upon declaration of Drought Response Level 3 condition, no new potable water service shall be provided and no new temporary meters or permanent meters shall be provided. See Ordinance 44 for more information. D 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1 +00 Install 2" service and 1.5: meter (estimated 100 gpm) • If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, the landscape consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. . 6 Rev. 2/02/09 BUILDING PLANCHECK CHECKLIST 1 sT 2ND 3RD WATER METER REVIEW continued 12b. Irrigation Use (continued) D D DD Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City is in the process of switching these irrigation services/meters to a new recycled water line 12c. Irrigation Use (where recycled water is available) Recycled ·water meters are sized the same as the irrigation meter above. • If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they .are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, the City of Carlsbad cannot guarantee the refund. The applicant must deal with the SDCWA for this. 13. Additional Comments: 7 Rev. 2102109 .. --.. ., ~· CITY OF CARLSBAD STANDARD FORM -TIER 1 STORM WATER POLLUTION PREVENTION PLAN STORM WATER COMPLIANCE CERTIFICATE ../ My project is not in a category of pennit types exempt from the Construction SWPPP requirements ../ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). ../ My project does not requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) ,/ My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS. OF CITY STANDARDS. . I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED-POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHTOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. ::r;O\A.Q~,,,uf OWNER(S)/O~R'S AGENT NAME (PRINT) 0/,,,J:r.,9 ~ STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN- OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL . BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED . SPECIAL NOTES Generator encl. to include block wall, concrete slab PROJECT INFORMATION Site Address: 2858 Loker Avenue East Assessor's Parcel Number: 209-083-21 Project ID: CB 09-1445 Construction Permit No.: SW 09-13 Estimated Construction Start Date W4 /o9 Project Duration j Months Emergency Contact: Name: Ti ,vi.. '?Pc>kee,t.J 24 hour Phone: 7t'f /l~( &l]C:, Perceived Threat to Storm Water Quality Medium 8) If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only Approved By: , ~ tJ;? Date: / ~ ~ ;J '/. ~ '\ ~- l Best.Managem~nt Pr~ctice .(BM;I!) Descr)ptioir~ CASQA Qesignatiori "7 C9ns~ru.ctic,n Activity·. i[;Grading/SoiF Distur~ni:e, . i irenchingiE?<cayatioJI l--+ :stp~ki:im~fi • :oijm_rig/Bqring ll-5:i 9on:c;~t~Asphal! S~wcutting ~ · Conc~e!~ flatworlc . :Ero.sion.Contro! BMPs ·$ Cl) ca -o-(1) :;E C>•, C (0 elf .!: "'~ ·en '. :§' ,m,~, (I) :, ·~·Cl) ~ :;a i;ig, 2 -u _.c .E a o :t-m ·~ -~ i\1.o 'l"-0 w !=?, 0 w 'ch ·o w ci> C: :~ 0 in Q. 0 in T""',1, ~ Cl· w .,. 2l C: if ui ~,: ,1,W' .'(/) ·Setlimerit co~trol BMPs Q. ~. E ~-, -Q E "" ·-0 ,:, ., ., .c: en,· u E ai al u,,, Cl ~--'~ ., > a ~ IL· ~ <'>I-VI'° LU LU LU .(/) (/) (/) co -UJ I (/) ; '-ti ·~ C)• L 'ai ·[ ·E E ~'-0> '~ .• ~ .-' ~ .s ·C> ,e -a-· Cf) E. "' 0,-:., ]~.'"~ E~ .!:Im m .se en> en 'en.a.: "'-I.LI w co w (/) -~-ill (/) , Tr~ckjris,: qontrol BMP!1 C: C: •'fl ·§ :, :, ~ (/) ~ · 5.-i'-5 .. (). ~ (), -~~@ ~ ~,i_- ~ m ~~-.c ..... ..o. m ·~i ~-& T'" I ,[l'. I-'- ~ ll'. I- 'Non-Storm' ater Management BMPs 5 1ii c ., Cl C: ' :s .!: c'5 u, 5 u,': -g '~} 0 Q), CO: O ' ~ ~= g>·~i ro ·e--~ ~ Sc.,, c.,O· ~ ,, (/) z C') ch ·z - C:· o. ~ Cl :E, :E 2. ·~· . ., li'-.f! 1 0 '°' .. ~ E .Q. :, 0-• UJ . ,:, ~ 0>'1, .,!!!.E ~m .,_ c> CY .... , .co in 'ch z ·z Waste Maha~femeitt aiiif!Vlateiials' Pollu#o'1yControl BMPs -· C: ""C ,Q) - c:, E " ca m ~· -a, c:' Cl' ' 1;j ., m· m 5 m· . ~ ~ tl), ffi-':g 'm :E-: s C 'CU c< • .,, UJ, •• ;:;a ,.,. -.,_ ·.,,,,.,, $,ID.I, ·~ .,. .:: ' ~ 'a, gi ~ . g ~ ' 2-~: -~ 0> '.~ ·a. -1....15,. $ c, -o 0> Cl), ci· .S e . ~ -"6: ~ 'E· . :2 ~ ~ ~-g ~--.m .9 m r .B -~·a O O Ct5 m m O m ;:;a,cn :;;; .·en cnq.,,cn;:;e _;c.;:;a. µ:;a ~ i ~-1 ~-, ~ s,'3:S LO ·1· <D ~-:;1; s -~ i -:i~· )2 ~l~:~~;~tt!PJ~~dh~~i,at!on · .. 1· .. J-I -f r.>l I ~1: 'I -l I'. :1. l-··· I : I I i: l I": :1:· -~1: :1 '·f 3?< l 'l · 1 :_r r~ I 1 · I 1 , S!usep/Moi:ta.I 1/\'grk :I Wa:~e.[?iSP,OS~I: $taging/L:ay Down AJ'~a , '/IEqyipn:ient,M,ainteriance an,crF.ueljng -· -. - 'H?ZBrdous_ 9ub~tance Usei9-!9rage , ,11 p~watefing '!I Sitf\,/1,ccess .Acfpss Dirt ' jJ <;)ther,(list): . l---t-,-,-"'7-~',-~-~-....,.~~~--+--+-~+---+--'-t-,..,.--+,--;---t-'-t----t--+--+--+---+--+----,t----+---+----t---+-...,.-"+---+--+--+---tt---+-~+---+---+---+--1 Instructions: Beg~ by::reviewing the.list of co~truction activities· and checlqng the,box to the lei't of any activity that will occur durmg the propose_d construction. Add any other activity descriptions in the blank activity description·l;10;,,;es provided for that purpose and·plac;e a·c;b,eck in the-box immediately to the left of the added a¢tivity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located alon the top of the form. 'f!ien.place .an· X in the box at the ·pJace where-the activity row intersects with the BMP coiumn. Do this for eac~ :ictivity that was checked off and for.each of the s~1¢ctecl !3MPs sel~cted fyom the list. For Exaqipje-Ifthe,project includes,site access.across.dirt, then chec)c the 1:/bx to the left of"Site Access .Across Dirt'': Then ):,eview t)le·list fqr soinetb,iµg . ili,atcappli~·such l\S ''.St;i.J:,ilized. Construcion:.Ingr:ess/Eg(ess" undei:TracJdng-~oi'ltrol: Foliowalo11g.the ''~ite Access Across Dirt" row· until you get to,th<,"''.Stabi~ed Co11$tfu,cti_oningress/Egress'' colµmn and · piace fill X in tb,ie bolf where the,(.wo meet. As. another example say the proje~t included,a·stockpile ili,at yoti intend to cover with,:i piastic sheet. Since piastic sheeting is not on the lis't.ofBMPs, then write in -~'Cover witli Plastic''in,the blanlccoltimn under the lieading ~rosi<;m Co,nµ'9rBMPs. Ths:1;1 place an.X in Uie pox where ''.Stockp1l~g'' row inter.sec~ the new '.'Cover with Elastic" columil. ' :i , ' ' .. · . . ' . ' ' . ' ' ' . . ' '. '. . . T9.learn more apouf what each BMP· desc_ription means, you may "\visMo revjew the B!',1_P Reference·~a:ndout prepared, to assist 1,ip'plicants iI), the selection· of appropriate Best Management Practicenieaswes . -:[4ereferenc~ al'so.ei\plajns t!ie (::aJ,iforaja.Stormwater Quality Association (CASQA) designation: and how to apply the various selected BMPs to a project. f Page2of Z._ : -· .-''/' 1 •,I j ·i .:, </. ,/ ',->,', .i,, '4 /~>...-'.' "¥ '~ '·, <' <' '"t. ~ il "* "* "* Cl Cl Cl ~~ ~ ~ >, .c ~ ~ ~ -"" -"" -" '-' '-' '-' Q) (]) (]) .s;;; .s;;; .s;;; (.) (.) (.) C: C: C: «I «I «I a: a: a: lZl D D lZl D D ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB091445 Address 2858 LOKER AV EAST Planner GINA RUIZ Phone """(7"""6-=-0,_) 6~0=2 __ -___ 4..;..67"""5 _________ _ APN: 209-083-21-00 Type of Project & Use: GENERATOR WITH ENCLOSURE Net Project Density: DU/AC Zoning: P-M General Plan: Pl Facilities Management Zone: §. CFD (in/out) #_Date of participation: __ Remaining net dev acres: __ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: 181 Item Complete @tern Incomplete -Needs your action Environmental Review Required: YES D NO [g] TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES O NO [g] TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO !81 CA Coastal Commission Authority? YES O NO !81 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Gompleted? YES D NO [g] If property has Habitat Type identified in Table 11 · of HMP, complete HMP Permit application and assess fees in Permits Plus (NP/Os, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO [g] (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (NP/Os, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 ~~n: ~~D ~DD ~DD ~DD ~DD ~DD ~DD ~DD SEE ADDITIONAL COMMENTS BELOW Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES O NO [g] 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: Required __ Shown __ Required __ Shown __ Required __ Shown __ · Required __ Shown __ Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Height: Required __ Shown __ 5. Parking: Spaces Required __ Shown __ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ Additional Comments #1. PER THE APPROVAL OF PIP 98-06, THIS PROJECT IS CONDITIONED TO HAVE 14,418 SQUARE FEET {TOTAL WITH BUILDING 1 & 2) OF EMPLOYEE EATING AREAS. PLEASE SHOW ON THE PLANS HOW THE REDUCTION OF EATING AREA WILL BE ACCOUNTED FOR IN ANOTHER LOCATION. #2. PER SECTION 21.34.090{7) OF THE CARLSBAD MUNICIPAL CODE, OUTDOOR EQUIPMENT MUST BE SCREENED BY A SOLID DECORATIVE CONCRETE OR MASONRY WALL AND ARE SUBJECT TO THE APPROVAL OF THE PLANNING DIRECTOR. PLEASE REVISE THE PLANS USING AN ALTERNATIVE MA TE RIAL FOR THE SLIDING GATE WITHOUT CHAINLINK. r • ... Jl ~-_ "*'' .~ l-5 vU'l OVWW'~I \?~ ~ ~ It ~ lol5D I DF pvopA-u:;J· ~~VY OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER c2J2-DATE ot{t,3/ri UJZ)o-tt ~ ~ H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 10-13-2009 Name: Address: Permit#: CB091445 DIVERSIFIED PROTECTION SYSTEMS 1241 NORTfIBARSTENWAY ANAHEIM, CA 92806 Job Name: Job Address: PRESCRIPTION SOLUTIONS 2858 LOKER AV EAST CBAD Conditions: Cond: CON0003671 [NOT MET] Reviewed by: ~~ 1. Knox key box shall be provided for this installation. Application is attached to correction notice. 2.Provide a type 20 BC fire extinguisher for enclosure.State on plans. 3.Obtain "Fire/Special Use11 permit through City of Carlsbad Fire Department. 4. Provide an exterior 11Emergency Stop11 button or switch. This shall be labeled as such and will be located exterior to the generator but within enclosure area. 5 .Documentation for listing of transfer switch. 6 .Provide details of type and quantity of fuel used and stored, details, of tank construction (provide manufacturer's specifications and listing sheets) and placement, aggregate fuel amount, storage configuration, proposed secondary containment. ?.Provide NFPA placard for exterior of enclosure. Specify placard as indicated by MSDS sheet. 8.Contact San Diego Environmental Health for hazardous materials permit and all related requirements. (HMBP) Entry: 09/29/2009 By: cwong Action: CO Cond: CON0003681 [MET] . ~ . **APPROVED: , THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITB ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 10/13/2009 By: cwong Action: AP • Carlsbad Fire Department Plan.Review Requirements Category: Tl , INDUST Date of Report: 09-29-2009 Name: Address: Permit#: CB091445 DNERSIFIED PROTECTION SYSTEMS 1241 NORTHBARSTENWAY ANAHEIM, CA 92806 Job Name: PRESCRIPTION SOLUTIONS Job Address: 2858 LOKER AV EAST CBAD Reviewed by: -~"---"'.;( __ ,,,,_A....,.J--=--V'Vi-6+->-' __ _ BJ.JDCr. D.E.PT COPY INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003671 [NOT MET] 1. Knox key box shall be provided for this installation. Application is attached to correction notice. - 2.Provide a type 20 BC fire extinguisher for enclosure.State on plans. ~fl ( ~· ~ c:tb~& 3.Obtain "Fire/Special Use" permit through City of Carlsbad Fire Departmen:.:? 4. Provide an exterior "Emergency Stop" button or switch. This shall be labeled as such and will be located exterior to the generator but within enclosure area. 5.Documentation for listing of transfer switch. 6.Provide details of type and quantity of fuel used and stored, details of tank construction (provide manufacturer's specifications and listing sheets) and placement, aggregate fuel amount, storage configuration, proposed secondary containment. 7 .Provide NFP A placard for exterior of enclosure. Specify placard as indicated by MSDS sheet. 8.Contact San Diego Environmental Health for hazardous materials permit and all related requirements. (HMBP) Entry: 09/29/2009 By: cwong Action: CO DATE: October 2, 2009 JURISDICTION: Carlsbad PLAN CHECK NO.: 09-1445 EsGil Corporation In CJ!artnersliip witli government for (}3ui{aing Safety SET: II PROJECT ADDRESS: 2858 Loker Avenue East PROJECT NAME: RX Solutions Optional Standby Generator &..APP(DANT JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corre9ted 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 deficiencies identified below 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 Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person ~ REMARKS: The applicant to Note the status of the new generator block wall. If part of this permit, please provide the design and plans to be plan reviewed and included with this permit, if "NAP", note so on these plans. The generator diesel storage tank and pad structural design are approved as submitted. By: Eric Jensen EsGil Corporation D GA D EJ D PC Enclosures: 9/24/2009 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Prescription Solutions 2858 Loker Avenue Carlsbad, CA Job #: 5951 Date: Aug 2009 Sheet: T of STRUCTURAL CALCULATIONS Page D1-D6 A1 for Generator slab foundation Contents Element Foundation design Foundation sketch COMPUTATIONS INVOLVING SCIENTIFIC PRINCIPLES ONLY SERVE AS A GUIDE FOR THE EXPERIENCED ENGINEER TO ASSIST IN MAKING ENGINEERING DECISIONS. THE CONSTRUCTION DOCUMENTS REFLECT THE FINAL DECISION MAKING PROCESS. ANY EVALUATION OF THE ENGINEERING DECISIONS MADE BY ANDERSON DESIGN GROUP SHOULD ONLY BE MADE ON A REVIEW OF THE FINAL CONSTRUCTION DOCUMENTS. • • • Project: Prescription Solutions 2858 Loker Avenue Carlsbad, CA AOG Form 2061101061 . ~~?~~~ -~~;; .... -~ ...... -........... : _ ;:; ;-~- Sheet Job no. 5951 __ .c...; _______ _ By JBA Date 8/19/09 ANDERSON DESIGN GROUP $·true tu ra I E0ng in eeri n g Building Design • • . ·=· . ... :,•.-···-! ••• : •I :·1· , .. , . : ; : i .. •I,• •• '' i ; .. 1 ..... . '• -~--· '"'"'" !-----:• •• ; • J • i , · r; .. : .. : ,. = ... -.. ;. :·.-:-r .. 1. i .. : .. ----··· ..... · j. i"'. , ...... : .... : .. .-::::· ; .... __ ! .. •. . ........ --1· .. ·:". ; ' · .... -; .. ,. : , .. ; ' : ..... ; : i : . : , .... .' .. ; : . i ,t. ···-. .. 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''?'···· 1· •• \, , • . : .; .. ; .... ·'· ;. i ·····;··1 .: ./ .. ~. -~ .. ! .. J .... !··! l ···:· ... : .. 1 :--! : .. . . ' · , I .. • : . ;... • , .. , . ,. , I ... ; ... i. : ' ; · · . , · , : l , : '. f . : . ; :· :/:,. :~::· :!::.f.:i .. f ~<--: :_ 1 ·:ff.;\.·:./. t.Ff i: : . ·:!~ Tttj": T ;.-!): .... : ~.~.·i:::=:_l·:::.~:.::,:_.:.t:·:·::·-::·:~ .. :~.:.·.··::: 1 ~:--.::·:_:.·: .. _~_i.~:.-,; .. : .:·.i ... ·.: .-.. ·::··_(:_--.-.:··.·::i.:i·_:·._ .. ::,_-.. ,:_·.-.--.:,··::·._.~:_· --.·~ ... ::·:· .. :i_;·':~:.--·:,:._-.:_.::,_l.:.·~.: .·:::·,:=.~:;·:·:.···::,.'.!.·:··.::··:.:·,.::,.!_·.~:-::·:;_::.,!;~ 1·:_V:_:·.:·.:::: .. ~.: .. ·.:··::·:;··.~-·.:.::;:j·.· ... <.-~-_::.·,,; ... :·_.-·-:,:.::;:·_.:::.··:.!:! __ ·::···:'.,:_!·i:~.:.·: 1 1:.·:.::·_::.-.-::.-: ... ~.::· ... ~:.::_'., .. '.·~.--.-.·:···::.,.t.·.·: __ ·.· ... ~.:::··· ·.··:·:·.;·;:.::_-~·._:.,::i._:. ·.-.::'::~-~·:·.::·=,.·:;:~·-.. ·-··: rt:--r..1 ::-e ;it~_~:nr.;:gt_i··r:i::r!: · : .. _ -- ... : _; .. _·:·:·.:··.;:r ... ·--: : .. i·: I" • '~ ~ • i I : • ..... L· .... :.·.L.:.::·.· ... _ :;~ , l :. : .. i : . : T;: '. i-: ·~· ;:: .. ~; i : , ; : ::: ~~ : '. , '-'. . 0::; ~:_·.··1:·:,!·t_.-.:=:~ ... -... :'.1.--:::··.:.:_::·.:·:~:.,·· ... ·_. -.: ... ~ .. :···:···=~·:.:.': .. · .. ·-.;.:._: ... :;_:::.··.·:·11~·-:.-:·:· .. ·::·_·:~:-:=;:.:_:_:_:::::: ... :.:··~·.· .. ;: ... ;·;······ : __ :_-.--.... :.·._; ___ :-.'.~- :--· ::·:. ;.:·i:. ;1; -: :L'\_i _; '-, 't !:' f :: ; .. ,-C,-:. ' --.. ; .. : ! .. ' ... , . ; • : . ~ AOG Fonn 206 110/06\ I .. 1······· .. ···· ~ ... ·1 ....... ~ t l .... .. i ...... . ---··:.·.r:-- ··············~: --·t. :.! !· =-• : . .. . ..... .i.. . • .. . : . : I . ~-.. :-. ;. ; ... ; ... 1 .. , • : : --1 : .. ····;·· :·~:.-i ,:,,--: ,. . i· ;:.;;·.~: ~~~; ---, .. ~..;-., .. ___ .. r---~-.i .......... : -- :::::::;:; .,. - •• l I'•'" • • :., ,,w• .... -~ .:.2 .r .. :;·: --..... i .. ! ' .j~ .. T: -.. : I l : ANDERSON DESIGN GROUP Structural E-ng,ln·e.erlng· • B·ullding Design • • • Project: Prescription Solutions 2858 Loker Avenue Carlsbad, CA Anchor Calculations Anchor Designer for ACI 318: (Version, 4·.1.0.0) Job Name : Prescription Solutions Cal.£.11.Jfilion $_~Cl 318 App_fil!.®LQ..f..9.rJ,J_ru,rack~Jl..Qgn~r~~ Anchor Anchor Steel # of Anchors Embedment Depth (in) 3/4" Heavy Hex Bolt · F1554 GR. 36 4.875 Concrete Concrete Cracked f0(psi) Normal weight No 2500.0 Condition Thickness (in) Suppl. Edge Reinforcement B tension and shear 8 No Factored Loads Category NIA '11c,v 1.40 I Mux (lb'ft) l~uy {lb*ft) .367 1352 _ f-352 10 lo ex<in} I ey{in) f Mod/high seismic o IO I No Individual Anchor Tension Loads N ua1 (lb) 367.00 e'Nx(in) e'Ny(in) 0.00 9.00 Individual Anchor Shear Loads V ua1 (lb) 497.80 e'4in) 0.00 0.00 Tension Strengths Steel (I!>= 0.75) N5a(lb) <l>Ns3(1b) 19370 14527.~0 N03(1b) 367.00 Concrete Breakout (4> = 0.70) jNcb(lb) <t>N0b(lb) N03(1b) 112566.87 8796.81 367.00 (,'.\PPIY entire sheiir@ front row INo Nua/<t>Nsa 0.0253 Nua /<l>Ncb 0.0417 Job no. 5951 --------By JBA Date 8/19/09 Date/Time: 8/19/20091:15:48 PM ANDERSON DESIGN GROUP S true tu ra I E:ng i n,eeri ng, • B.u,il ding De s.i g n ADG Fo<m 2oe 110/0GI • • • Project: Prescription Solutions 2858 Loker Avenue Carlsbad, CA Pullout (<Ii= 0.70) Npn{lb) <IiNp11(1b) Nua(lb) 25508.00 17855.60 _367.00 Side-Face Blowout-does not apply Shear Strengths Steel {<Ii = 0.65 ) Vs8(1b) <liVsa (lb) .Vua(lb) 11625 7556._25 497.80 Concrete Breakout {case 1) (<I>= 0.70) Nua /c!>Npn 0.0206 V ua/rJ.>Vsa 0.0659 vcbx(lb) <l>Vcbx{lb) vuax(lb) Vuax /<I>Vcbx 12730.87 891-1.61 352.00 q.0395 vcby(lb} ·<wcby(lb) vuay(lb) Vuay/<l>V~y Vua/<IiVcb 12730.87 8911.61 352.0d 0.0395 0.0559 Concrete Breakout (case 2) does not apply to single anchor layout Concrete Breakout (case 3} (<1> = 0.70} cX1 edge Ycby(lb) <l>Vcby(lb) vuay(lb) _\'uay /rJ.>Vcby ?5461.73 17823.21 352.00 6.0197 cy1 edge Vcbx(lb) <!>Vcbx(ib) Yuax(lb) '!uax /<l>Vcbx 25461.73 17823.21 352.00 0.0197 cx2 edge vcby(lb} <l>Vcby(lb) vua/lb) V uay /<I>Vcby 25461.73 17823.21 352.00 0.0197 vcbx(lb) <PVcbx{lb) vuax(lb) Vuax /<I>Vcbx '!ua 1'1'Vcb 25461.73 17823.21 352.00 0.0197 0.0279 Pryout (<I>= o. 70 ) Vcp(lb) <W0p(lb) vuax(lb) Vuax 1<l>Vcp 25133.74 17593.62 352 0.0200 Vcp(lb) <I>V0p(lb) Vu8y(lb) YuayM.>Vcp 25133.74 17593.62 352 0.0200 Interaction check V.Max(0.07) <= 0.2 and T.Max{0.04) <= 1.0 [Sec D.7.11 Interaction check: PASS Sheet f)(p Job no.-595f _::...;;..:;;.~----- By JBA Date 8/19/09 vua /c[,Vcp 0.0283 Use 314" diameter F1554 GR. 36 Heavy Hex Bolt anchor(s) with 4.875 In. embedment . . :~---=1~~-;~ .............. __ .......... --... ;;;;:; ANDERSON DESIGN GROUP Structural E-ngineering • B·uilding Design AOG Femi ios /10/0&1 Project: Prescrigtion Solutions Sheet Al 2858 Loker Avenue Job no. 5951 ---------Carlsbad1 CA By JBA Date 8/19/09 . ...·::· ; .i :: .. :! .:: ·:·:: ,.. : .. :· . . t :JC/;ri·(r-t • : · :_ · _ -: ~ ·-f~~~~:: W~<r 1~ ~·~]t;:--:J6:' .~J 1(/[:f ~ i'.: ~<::; -· -· ·-· ,,,-.,,_, • · -l------· -+'·, -~ ·• -· \\-• ··<t-t-)-· · ---1'----• · --------· -(f;) --·I"' --.. ---'--· f" ·· --------· I .. '! .. :,: • ' ~:.:;.·· ;: .. ;. : . ·~· : ... , .. , :--~ } ... : 'i ... : ~-: : ...... 1 .... ; ... ·-.. . .. ~ . ' . ...... i. ... , ... : , . I : .. ! -: .;. : .; ... 1:::..,,f-,.'f.' : .... , .. ;,_,...... , -1-: .. I. !--' ' ; ·;1-··::.~----:~ ..... ---.... ~-.. _ ... ..... ____ -._ -i0]~:~ ANDERSON DESIGN GROUP s.tructu ra I E:ng in eeri ng • Bu ii din-g Des!g 11 AOG Fonn 206110/061 --. Industrial Generator Set Accessories KOHLERlPOWER SYSTEMS I Subbase Diesel Fuel Tanks ~9001 -·~ NATIONAttY REGISTERED Double-Wall Subbase Tank, Type 1 Double-Wall Subbase Tank, Type 2 I ' ' I ! Double-Wall Subbase Tank with Available Weather Enclosure Accessory GS-67 4/07i Page 1 DoublemWaU Subbase Fuel Tanks (UL Listed) Applicable to the following: 20ROZJB 20-230REOZJB 80-20lOREOZJC 80-275REOZJD Secondary Containment (SC) Tank • The above-ground rectangular secondary containment tank mounts directly to the generator set, below the generator set skid (subbase). • Both the inner and outer UL-listed tanks have emergency relief vents. • The containment tank's double-layer construction protects against fuel leaks or ruptures. The inner (primary) tank is sealed inside the outer (secondary) tank. The outer tank contains the fuel if the inner tank leaks or ruptures. • The subbase fuel tank is compatible with a weather housing, weather enclosure, or sound enclosure. Standard Features • Heavy-gauge construction • Integral stub-up area • Removable end channel for easy access to stub-up area • Emergency pressure-relief vent inner and outer tanks • Lockable fill cap and riser, 2 in. NPT • Low fuel level switch for controller alarm (optional with Decision-Maker'" 1 controller) • Mechanical fuel gauge • Normal vent with riser and mushroom cap • Fuel supply and fuel return openings • Basin drain • Float fitting for pump control for fuel transfer system model • Overflow opening for fuel transfer system model ·- 0 0 I 11 II II 4 ----~. Fuel Tank Features 0 0 L ____ _ 3 2 1. Inner tank leak alarm kit 3. Emergency pressure relief vent inner tank 2. Fuel tank fittings and components (see Figure 2 for details) 4. 1/2 in. NPT for leak detection switch Figure 1 Double-Wall Subbase Fuel Tanks (Secondary Containment) 1 • Emergency vent per NFPA 30 2 in. NPT 227-382 L (60-101 gal.) 3 in. NPT 413-1083 L (109-286 gal.) 4 in. NPT 1124-1874, 2347 L (297-495, 620 gal.) 9 iO 8 5 in. NPT 2207, 2249, 2559-5526 L (583, 594, 676-1460 gal.) 2. 2 in. NPT raised manual fill cap with 51 mm (2 in.) riser 3. 2 in. NPT level gauge 4. 11/4 in. NPT normal vent with 127 mm (5 in.) riser and mushroom cap 5. 3/8 in. diptube with check valve, 3/8 in. NPT (female) customer fuel supply connection 6. 3/8 in. diptube, 3/8 in. NPT (female) customer fuel return connection 7. 2 in. NPT with low level switch 8. 2 in. NPT for sensor/pump control float 9. 1 in. NPT for overflow, 7.6 L (2 gpm) pump maximum 7 3 2 10. 1 in. NPT for tank fill Note: Items 2 and 3 are reversed on 864 mm (34 in.) width fuel tanks Figure 2 Fuel Tank Fittings Top View (Figure 1, Item 2) GS-67 4/07i Page 2 ADV-6912A-A 5 6 4 1 ADV-6912A-A Fuel Tank Accessories • Inner tank leak alarm kit (see Figure 1) o Low fuel alarm (Decision-Maker"™ 1 controller only) • Above ground 19 L (5 gal.) fill/spill container with 39.4 m (12 ft.) normal vent riser and diptube for fuel overfill spills during fill up; external mount only with weather/sound enclosure with internal silencer (see Figure 3 or Figure 4) o High fuel level alarm switch (90% full) 2 2 3 3 ADV-7322D-ADV-7020D· 1. Vent 1. Vent 2. Spill tank, 18.9 L (5 gal.) 3. Drain, 1/2 in. NPT 2. Spill tank, 18.9 L (5 gal.) 3. Drain, 1/2 in. NPT Figure 3 Fill/Spill Container, 20-125 kW Figure 4 Fill/Spill Container, GS-67 4/071 Page 3 -·--, Fuel Tank Weights and Dimensions Fuel Tanks for Open and Enclosed Gener~tor Sef!s with 1040 mm (41 in.) and 1250 mm (49 in.) Skids, continued Note: All fuel tanks are Type 1, except where noted (see page 1 for an illustrations) Capacity, Length, Width, Height, Weight, kW Kit No. L (gal.) mm (in.) mm (in.) mm (in.) kQ Ob.) GM32625-KP26/KA26 939 (248) 457 (18) 599 (1320) GM32625-KP27 /KA27 1609 (425) 2975 (117.13) 762 (30) 782 (1724) 200REOZJB GM32625-KP28/KA28 2347 (620) 3454 (136.00) 1250 (49.21) 992 (2186) GM32625-KP29/KA29 3096 (818) 4267 (168.00) 914 (36) 1197 (2638) GM32625-KP30/KA30 4614 (1219) 5994 (236.00) 1950 (4300) GM32625-KP26/KA26 939 (248) 457 (18) 599 (1320) GM32625-KP27 /KA27 1609 (425) 2975 (117.13) 762 (30) 782 (1724) 200REOZJC GM32625-KP28/KA28 2347 (620) 3454 (136.00) 1250 (49.21) 992 (2186) GM32625-KP29/KA29 3096 (818) 4267 (168.00) 914 (36) 1197 (2638) GM32625-KP30/KA30 4614 (1219) 5994 (236.00) 1950 (4300) GM32625-KP26/KA26 939 (248) 457 (18) 599 (1320) GM32625-KP27 /KA27 1609 (425) 2975 (117.13) 762 (30) 782 (1724) 200REOZJD GM32625-KP28/KA28 2347 (620) 3454 (136.00) 1250 (49.21) 992 (2186) GM32625-KP29/KA29 3096 (818) 4267 (168.00) 914 (36) 1197 (2638) GM32625-KP30/KA30 4614 (1219) 5994 (236.00) 1950 (4300) GM32625-KP26/KA26 939 (248) 457 (18) 599 (1320) GM32625-KP27/KA27 1609 (425) 2975 (117.13) 762 (30) 782 (1724) 230REOZJB GM32625-KP28/KA28 2347 (620) 3454 (136.00) 1250 (49.21) 992 (2186) GM32625-KP29/KA29 3096 (818) 4267 (168.00) 914 (36) 1197 (2638) GM32625-KP30/KA30 4614 (1219) 5994 (236.00) 1950 (4300) 'GM32625-KP31 /KA31 1840 (222) 3100 (122.05) 460 (18) 586 (1292) GM32625-KP32/KA32 1794 (474) 1250 (49.21) 869 (1916) 230REOZJD GM32625-KP33/KA33 2782 (735) 4200 (165.35) 914 (36) 1146 (2526) GM32625-KP34/KA34* 3655 (966) 4900 (192.91) 1350 (53.15) 1589 (3503) GM32625-KP35/KA35* 5526 (1460) 5100 (200.79) 1850 (72.83) 914 (36) 2038 (4493) GM32625-KP31/KA31 1840 (222} 460 (18) 586 (1292) ~ GM32625-KP32/KA32 1794( (474) 3100 (122.05) 1250 (49.21) 869 (1916) 250REOZJD GM32625-KP33/KA33 27827735') 4200 (165.35) 914 (36) 1146 (2526) GM32625-KP34/KA34* 3655 (966) 4900 (192.91) 1350 (53.15) 1589 (3503) GM32625-KP35/KA35* 5526 (1460) 5100 (200.79) 1850 (72.83) 914 (36) 2038 (4493) GM32625-KP31/KA31 1840 (222) 460 (18) 586 (1292) GM32625-KP32/KA32 1794 (474) 3100 (122.05) 1250 (49.21) 869 (1916) 275REOZJD GM32625-KP33/KA33 2782 (735) 4200 (165.35) 914 (36) 1146 (2526) GM32625-KP34/KA34* 3655 (966) 4900 (192.91) 1350 (53.15) 1589 (3503) GM32625-KP35/KA35* 5526 (1460) 5100 (200.79) 1850 (72.83) 914 (36) 2038 (4493) * Fuel tanks are Type 2. Add 152 mm (6 in.) to height dimension for I-beams. G6-67 4/07i Page 6 Est, Fuel Supply, Hours at 60 Hz with Full Load 17 29 42 55 82 17 29 42 55 82 16 28 41 53 80 15 25 37 48 72 14 29 46 60 91 13 27 42 55 83 11 24 37 49 74 J I ~ 'i J { "' } I ,\ ,:,, D C .µ B A Q) I § 0 0 A re, Q) r-1 r-1 0 ~ .µ A 0 u 0\ A 0 0 N ' 0\ N ' LO 0 8 SECONDARY TANK EMERGENCY PRESSURE RELIEF VENT B REMOVABLE END CAP 0 0 7 6 5 0 0 = 0 0 0 4 SECONDARY TANK EMERGENCY PRESSURE RELIEF VENT B ~~:17 I < I 9.5 [.37] REMOVEABLE END CAP ~~ __ ___j__ __ _JJ__J_U__l_. __ J I 17.50 X 26,0 ( 4 OBROUNDS). 38.1 [1.50] REMOVEABLE END CAP i------t--------------J------------------+--H G STUB-UP LENGTH--1-------------------F-----------------11-----1 t------------------------D------------------------1--E i--------------------------c-------------------------1 TYPE I SECONDARY TANK / SECONDARY TANK EMERGENCY PRESSURE RELIEF VENT B EMERGENCY PRESSURE RELIEF VENT B '\ 0 -0 f.. ) 0 0 -0 0 'o' 0 (0 • '-'LL w +~ c-i ~ REMOVABLE I r::::"'. ..___, , C: .., r ... t[]i • _bJ =' .. .. r '=,:i 1 --7----r I, I Ii ~, \ I I I I ti END CAP II I II II 'f" I I I ti I I L..11 I I I : i lLL_IL_WL-A-------_L_--~~/1...____T __ J~ 9.5 [.37] END CAP 11 I 17.50 X 26.0 ( 4 OBROUNDS) ·-~Jl . I RmNG 11 f-----+------------J------------------t---H 38.1 [ 1.50] . c---=~-=--~=-=-=-=-~D=~-=~-F====~---=-=-=-=-=-~L_J REMOVEABLE G STUB-UP LENGTH END CAP C E TYPE II 8 I 7 6 5 4 3 2 RSV !WE -BY J 2-21-06 SEE SIIEEr 4, Of" 4. [77092] R/.c K 11-1-(A-5) llPE U ADOED, SEE S!£ET 4, [78921] SMI L 2-13-07 JB-2) ,w_-_ SKID SIIEEI" _FOOR W/<S lll_REE. (,._4) 152.4 [6,00] >DOED_-__!:7!7~ IRl.c M ie-21-0111 ca-1) SE15111C NmE ADOED [e11012J ISMI N STUB-UP WIDTH---~ Mi---------L----- SEE SHEET TWO 34" SKID 1-------KSEE SHEET THREE 41" SKIil SEE SHEET FOUR 49" SKID NOTE: IF IBC CERTIFICATION IS REQUIRED SEE SEISMIC ADV FOR INSTALLATION INSTRUCTIONS FITTINGS: 1. "B" NPT EMERG. VENT PER NFPA 30 2. 2" NPT RAISED MANUAL FILL CAP W/(2" RISER) 3. 2" NPT LEVEL GAUGE 4. f 1/4" NPT NORMAL VENT W/5" RISER & MUSHROOM CAP 5. 3/8" DIP TUBE WITH CHECK VALVE, "p" NPT {FEMALE) CUSTOMER CONNECTION-FUEL SUPPLY 6. 3/8" DIP TUBE, "p" NPT {FEMALE) CUSTOMER CONNECTION-FUEL RETURN 7. 2" NPT W/LOW LEVEL SWITCH 8. 2" NPT FOR SENSOR/PUMP CONTROL FLOAT 9. 1 • NPT FOR OVERFLOW (2 GPM PUMP MAX) 10. 1 " NPT FOR TANK FILL 11. 1 /2" NPT FOR LEAK DETECTION SWITCH I METRIC CAD FILE I DIMENSIONS IN [ ] ARE ENGLISH EQUIVALENTS VIEW A-A 20-275 MODELS DOUBLE WALL SECONDARY CONTAINMENT SUBBASE FUEL TANKS JOHN DEERE, TIER I, II & Ill llU3S UHRII£ SIEJ:fEJ -12~~'"-~i SIH"l<EFHSff X ,t IWAX. _,n v KOHLERCQ 111-25-03 i~m; ~---ADV-6912 glo-m,; 1-4-, D D C ~ J ~ B A 3 I 2 """"'""" 1 (}/3()1/<f <f j- J ~ 1 .I,.) A (1) § 0 0 A 'U (1) i-i i-i 0 ~ .I,.) A 0 CJ O'\ 0 0 N '~ , N '\ .......... t LO 0 MODEL 200/230 TIER I 200 6068HF TIER II 180/200 TIER Ill ' 230/250/275"" MODELS TIER II & Ill ~ I - ~ 8 I CAPACllY WEIGHT HEIGHT LITERS GAL Kg lbs MM IN 939 248 599 1320 457 18.0 1609 425 782 1724 762 30.0 2347 620 992 2186 914 36.0 3096 818 1197 2638 914 36.0 4614 1219 1950 4300 914 36.0 840 =-586 1292 460 18.0 1794 i.474 !'j69 1916 914 36.0 2782 ,-~ 1146 2526 914 36.0 3655 966 1589 3503 914 36.0 5526 1460 2038 4493 914 36.0 D,'e~( - 7 I 6 E-VENT TANK LENGTH SKID LENTH E F NPT MM IN MM IN MM IN MM IN 3 2975.0 117.13 0.0 0.00 2365.5 93.13 4 4 3454.0 136.00 2975.0 117.13 479.0 18.87 2844.8 112.00 5 4267.0 168.00 ·1292.0 50.87 3657.6 144.00 5 5994.0 236.00 3019.0 118.87 5384.8 212.00 3 3100.0 122.00 0.00 0.00 2300.0 90.55 4 3100.0 122.00 0.00 0.00 2300.0 90.55 5 4200.0 165.35 3100 122.00 1100.0 43.31 3396.6 133.72 5 4900.0 192.91 1800.0 70.87 4100.0 161.42 5 5100.0 200.79 2000.0 78.74 4300.0 169.29 -- 5 ~ 4 I 3 I 2 I 1 STUB-UP LENGTH REY OOE REVISION IN G H J K L M N p TYPE J 2-21--oe (C.IH!) MODELS 125 & 150 11m Ill ADOED. [77092] Rl,C MM IN MM IN MM IN MM IN MM IN MM IN MM IN I( 11-18-00 (0-2) lYPE U .IDDED, SEE SHEET 1 [79921] SIM L 2-13-117 (C.D-8) MODELS 125 & 11!11 11m Ill MOVEDEll 10 SHEET 3, (0-2) 3/8 NFT W>S 1/2. [79737] Rl,C M 11-21-0S SEE SHEET 1 [85012] SIM 562.0 22.13 440.0 17.32 2165.0 85.24 1250.0 49.21 1170.0 46.06 40.0 1.57 1097.6 43.21 3/8 NPT I 609.6 24.00 2165.0 85.24 1250.0 49.21 1170.0 46.06 40.0 1.57 1097.6 43.21 [ 565.0 22.24 3/8 NPT - 800.0 31.50 1585.0 62.40 1350.0 53.15 1248.5 49.15 50.8 2.0 1190.8 46.88 1850.0 72.83 1748.5 68.83 1690.8 66.57 II - I - f::] !METRIC CAD FILE! UllESSCJJl£Rll5ESPBHD-2 tliEH!CINS ME II ltilEERS 1tU!WICES ..., KOHLERCQ XlOC:1:0.25 SIFACEFIBI PO'llmsmEIIS, KOHLER,11 ~ USA x.x :1:1.0 X :1:1.15 7--r&ffl:..i~"'ll~ilMl"lffl~~-= -.es:1:,nt 111. ll:IIIS a' llSDI <11 IMl«Dt liE -==' @-El mu: DIMENSION PRINT APPROIIM.S OOE 200/230/250/275 MODELS, 49" SKID SIM 11-30-1)4 DOUBLE WALL SECONDARY CONTAIMENT CI/F 12-1-1)4 """ I I I I"""" ADVB912D.DWG r-4-4 JOHN DEERE, TIER I, II & Ill SUBBASE FUEL TANKS ··-·-CI/F 12-1-1)4 _.,, ADV-6912 D ---- e,li lDILll..J · SAN DIEGO REGIONAL OFFICE USE or Y UPFI;!(# 2 0 f Lf 7, HV#.Lb-(ofo Ljt.j HAZARDOUS MATERIALS QUESTIONNAIRE BP DATE Business Name Prescription Solutions Project Address 2858 Loker Avenue East Mailing Address 2858 Loker Avenue East Project Contact Keith Lynch Business Contact Bradley Styer City Carlsbad City Carlsbad State State Telephone# 619 641-5306 X Zip Code 92010- Zip Code 92010- Telephone# APN# Plan File# 619 977-1672 X The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must cort<>r-+ +ha cire Protection Agency with jurisdiction prior to plan submittal. 1 . Explosive or Blasting Agents 2. Com ressed s. ____ _ 3. Flammable/Combustible Liqu, 5. Organic Peroxides 6. Oxidizers 7. Pyrophorics 9. Water Reactives 10. Cryogenics 11. Highly Toxic or Toxic Materials 1:.1. Corroslvef> 14. Othe·r Health Hazards 15. None of These. 4. 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS (HMO): If the answer to any of the questions is yes, applicant must contact the County of San Diego1~azardous Jvlaterials Division, 1255 Imperial Avenue, 3m floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a b~i(ding,permit. "114 O\CU· FEES ARE REQUIRED. OJid ~d ~ Qpf'f111r_ Expected Date of-OcGupancy:-14/-1-/09·------i O CalARP Exempt YES NO (r . . t [.)1 ft 1 r:, / .. 1. lgj D Is your business listed on the reverse side of this form? (check all that ~pply). !~ ;,'.<4dUJ Date Initials 2. D [81 Will your business dispose of Hazardous Substances or Medical Waste'·in any amount? 3. lgj D Will your business store or handle Hazardous Substances in quantitieJ equal to or;.w:e.Rt~ tl;Jiao.no9 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive tox'ins in any q0totfty?J., £µ 4. 5. 6. D D D '.I, •• [81 Will your business use an existing or install an underground storage tank? _ .. _ lgj Will your business store or handle Regulated Substances (CalARP)? \ lQlLCh1 ~) ~;;,11Ul~L% [81 Will your business use or install a Hazardous Waste Tank System (Title-~.A~~Jcle 1 O)? ,; !EC¾#_ 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 1 o working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO 1. lgj 2. D D Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). [81 (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/; or contact the appropriate school district). 3. D lgj Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material.that contains non-friable asbestos? 4. D [81 Will there be demolition involving the removal of a load supporting structural member? Briefly describe proposed project: Installation-diesel ine attached to enerator I declare under penalty of perjury that to the best of my knowledge and beli f<et"" 1-vAe,/,, Name of owner ofAuthorized Agent ignature of Owner or Authorized '{ I l'7 I or Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. _______________________________ _ BY: _______________________ _ DATE:--~/ __ ~/ __ _ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO APCO COUNTY-HMO APCO HM-9171 (04/07) rana.t.44-~.-.. 2858 LOKER AV EAST . ,\ ............. ,-... ...... , -, • --,. -, ... , '' : I ~ ~ ~ i{7-/oci r(r '-f( oq - cq 19:)oq C\) f).8 \~ ~ [ s-~ .. ' l., ' C '--+-1 fie 'I, rJuJ~ er--c. ~ @~ ~ Jr' ~ ~\L \...0 I ~ c.a..,,c._c_s &- 1Je,()~ 'uft> . 5_e-n-r B~ -,v E"5Cr-1L--ro ve..r,5j ~ 6~ ~ e,.~ e. ~4' k 4-~<Ul. 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