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2840 LOKER AV EAST; ; CB111881; Permit
10-13-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CBl 11881 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: STUART FROMSON 1301 THIRD AVE SAN DIEGO CA 92101 619-239-2353 2840 LOKER AV EAST CBAD Tl Sub Type: INDUST 2090820800 Lot#: 0 Status: $1,024,512.00 Construction Type: 58 Applied: Reference #: Entered By: GLANBIA NUTRITIONALS: 27,600SF Plan Approved: TI//4020 SF OFFICE FROM WAREHOUSE/MANFAC. // RACKING Issued: Inspect Area: Plan Check#: Owner: BIX8Y LAND COMPANY 2211 MICHELSON DR #500 IRVINE dA 92612 ISSUED 08/30/2011 JMA 10/13/2011 10/13/2011 Building Permit $3,696.94 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $2,403.01 Meter Fee $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $215.15 PFF (3105540) $11,851.10 Park Fee $0.00 PFF (4305540) $10,939.47 LFM Fee $0.00 Ucense Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $12,012.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $11,088.00 Renewal Fee $0.00 PLUMBING TOTAL $314.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $185.00 Other Building Fee $0.00 MECHANICAL TOTAL $154.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $11,719.36 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green BIdg Stands (SB1473) Fee $40.00 HMP Fee ?? Fire Expedited Plan Review $655.00 Green BIdg Standards Plan Chk ?? TOTAL PERMIT FEES $65,273.03 Total Fees: $65,273.03 Total Pajffnents To Date: $65,273.03 BaranceDue: $0.00 FINAL APPROVAL Inspector: /*^YJP^^4 Date: Clearance: NOTICE: Please take NOTICE that approval of your project Includes the "Imposition" of fees, dedications, resewations, or other exactions hereafter collectively referred to as lees/exactlons." You have 90 days from the date this permit was issued to protest Imposition of these fees/exactlons. If you protest them, you must follow the protest procedures set forth In Govemment Code Section 66020(a), and file the protest and any other required infonnation 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/exactlons DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sen^ice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenvise expired. ^ CITY OF CARLSBAD Building Permit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. t (' f Est. Value 57 Z Plan Ck. Deposit Date SWPPP JOBADDRESS 2840 Loker Avenue East SUITE*/SPACe*/UNIT« 209 082 08 CT/PROJEa # PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME Glanbia Nutrltlonals CONSTR. TYPE V-B occ. GROUP B;S2 DESCRIPTION OF WORK: /nc/ude Square Feet of A/Tiscted Ana(s) Tenant Improvements toeiustmglSuncijng mctodKig new walls, lighting, ceilings, electrical, HVAC, High Bay Racking IOS (SF) |D ;CKS (SF) I FIREPLACE X j AIR CONDITIONING I FIRE SPRINKLE EXISTING USE office, warehouse, manuf PROPOSI GARAGE (SF) ofTice, warehouse SPRINKLERS YEsQt NoTTI YES[7]NOQ YESPTI NO] I APPLICANT NAME (Prinffry Contact) Carrier Johnson + Culture APPLICANT N^ ^ secondary Contact) ADDRESS 1301 Third Ave ADDRESS STATE zip ~ CITY San Dieqo STATE CA ZIP 92101 CITY PHONE 619.239.2353 FAX PHONE 619.239.6227 ^^^^ O^re^ ChiVrr^utcr ^OZQsr EMAIL saf@carrierjohnson.com PROPERTY OWNER NAME Bixby Land Company CONTRACTOR BUS. NAME Back's Construction, Inc. ADDRESS 2211 Michelson Drive suite 500 ADDRESS 2882 Poplar Meadow Lane CITY Irvine STATE CA ZIP 92612 CITY Jamul STATE CA ZIP 91935 PHONE 949.336.7015 FAX 949.336.7080 PHONE 619.713.2566 FAX 619.713.0992 EMAIL mhodges@bixbyland.com EMAIL dback@backsconstruction.com ARCH/DESIGNER NAME & ADDRESS see apDlicant 795976 B cmr BUS. Lic.# (Sec. 7031.5 Business and Professions Code: Any Ci^ or County which requires a pernnit to construct, alter, Innprove, demolish or repair any structure, prior to its issuaitcef also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's Ucense Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). WOFCKERS' COMPENSATION Workers' Compensation Declaration: / heieby affimi under penalty ofpeijury one of the following declaratbns: SI have and wiil maintain a certificate of consent to self-insure for worliers' compensation as provided by Section 3700 of the Labor Code, for the perfomiance of the work for which this pennit is issued. I have and will maintain woriters' compensation, as required by Section 3700 of the Labor Code, for the perfonnance of the work for whk:h this pennit is issued. My workers' compensation insurance canier and policy number are: Insurance Co. Star Insurance Company Policy No.. WC048349902 Expiration Date _ mm This section need not be completed if the pennit is for one hundred dollars ($100) or less. I I Certificate of Exemption: I certify that in the perfonnance of the worit for whk:h this pemiit is issued, I shall not employ any person in any manner so as to become subject to the Woriters' Compensation Laws of Califomia. WARNING: Failure to secure woriters' compensation comm is unlawful, and shall subject an employer to criminal penalties and dvll fines up to one hundred thousand dollars (&100,000), in )addltiontothecostofcompensation,damagesas^p>^edforinS^<!6§/3706oftheLaborcode,interestandattome^^^ ^ ^ . [5^T ' DATE f'0/f2>/h CONTRACTOR SIGNATURE DATE OWNeR-BUiiDER Oi;CLAnATION / hereby affimi ffiaf / am exempf from Cktntractor's Ucense Law for the following reason: I I I, as owner of the property or my employees with wages as their sole compensatibn, will do the worit and the stmcture is not intended or offered for sale (Sec. 7044, Business and Professions Ckxie: The Contractor's License Law does not apply to an owner of property who buikis or improves thereon, and who does such worit himself orthroughhisown employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completkin, the owner-builder will have the burden of proving that he dkl not buikl or improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with Ikxnsed contractors to constmct the project (Sec. 7044, Business and Professkins Code: The Contractor's License Law does not apply to an owner of property who buikis or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's Lfcense Law). I I I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provkle the major labor and materials for constmction of the proposed property improvement r~lYes I INO 2.1 (have / have not) signed an applicatkin for a building pennit for the proposed work. 3.1 have contracted with the following person (firni) to provide the proposed constmctkin (include name address / phone / contractors' tense number): 4.1 plan to provkle portions of the worit, but I have hired the following person to coordinate, supen/ise and provkle the major worit (include name / address / phone / contractors' lfcense number): 5.1 will provide some of the worit, but I have contracted (hired) the folkiwing persons to provkle the worit indicated (include name / address / phone / type of worit): ^1 PROPERTY OWNER SIGNATURE •AGENT DATE COMPLETE THIS SECTION FOR N O N - R E S I D E N T i A L BUILDING PERMITS ONLY Is the applicant or future buikling occupant required to submit a business plari. acutely hazardous materials registratfcn forni or risk management and prevention program under Sectfcns 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? ^3^^ 1 INo Is the applicant or future buikling occupant required to obtain a pennit from the air pollution control district or air qualitv management district? I lYes 171 No Is the facility to be constmcted withki 1,000 feet of the outer boundary of a school site? I lYes I/I No IF ANY OF THE ANSWERS ARE YES, A FINAI. CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPUCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POU.UTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a constniction lendirig agency for the perforniance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION iceiti^ttiati have read the applcalion and stalB thatthe al)aninfbmialion Is collect and thatthe InfbnnafionOT I hereby authorize nepresenlalive cf the CSty of Cailsbad to enter upon the above mentioned property fbr inspectkjn puposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABIUTIES, 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 excavatkxis over S'C deep and demoWkm or constmctkin of stmctuies over 3 stories in height. EXPIRATION: Every pemiit Issued by the Buikling Oflkaal under the provlskins of this Code shall expire by limitatkin and become null and vokl if the buikling or woiit authorized by such pemiit is not commenced within 180 days from the date of such perniK opUheMdifg on»Al< authotged by such pemiit is suspended or abandoned at any time after the worit is commenced for a period of 180 days (Sectbn 106.4.4 Unlfonn Building Code). ^eS"APPLICANT'S SIGNATURE DATE a cnyifCarlsliii Hnal Building inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #-. Permit #: Project Name: Address: Contact Person: Sewer Dist: CB111881 GU^NBIA NUTRITIONALS: 27,600SF TI//4020 SF OFFICE FROM WAREHOUSE/MANFAC. // R 2840 LOKER AV EAST Lot: NA Phone: 6192134865 CA Water Dist: CA Date: 12/12/2011 Permit Type: Tl Sub Type: INDUST Inspected By: Inspected By: Inspected By: If Date Inspected: Date Inspected: Date Inspected: I ^ Approved: .Approved: Approved: Disapproved: Disapproved: Disapproved: Comments: Inspection List Permlfil^: CBl 11881 Type: Tl INDUST GLANBIA NUTRITIONALS: 27,600SF TI//4020 SF OFFICE FROM WAREHOUSE/ )ate Inspection Item Inspector Act Comments 01/31/2012 89 Final Combo MC Fl 01/31/2012 89 Final Combo -Rl 01/30/2012 152 Final BIdg Inspection - Flre CWON AP 01/24/2012 89 Final Combo MC PA RMS 138-145 01/20/2012 24 Rough/Topout -Rl rest room inspection 01/20/2012 24 Rough/T opout MC WC 01/20/2012 29 Final Plumbing MC PA RM 129-130 ONLY 01/20/2012 39 Final Electrical MC PA RM 129-130 ONLY 12/16/2011 89 Final Combo MC PA RM 100-125,1331,133-135,146-161 ONLY OK TO OCCUPY 12/12/2011 89 Final Combo MC PA EXIT SIGNAGE, MINOR PICKP, ROOF TOP EQUIP ONLY, MINOR PICK UP 12/09/2011 14 Frame/Steel/Bolting/Weldin PY AP T-BAR 12/08/2011 84 Rough Combo MC CO RM 133-135, 149-151 T-GRID. SEE CARD 12/05/2011 17 Interior Lath/Drywall MC PA WALL AND HARD LID. SEE CARD 12/05/2011 84 Rough Combo MC PA T-GRID. SEE CARD 11/30/2011 14 Frame/Steel/Bolting/Weldin MC PA WALL & HARD LID SEE HARD 11/28/2011 17 Interior Lath/Drywall PD PA @ MULTI PURPOSE ROOM 11/28/2011 84 Rough Combo PD PA CEILING 11/23/2011 14 Frame/Steel/Bolting/Weldin MC PA SOFFITS & T-GRID. SEE CARD 11/23/2011 17 Interior Lath/Drywall MC PA WALLS ONLY. SEE CARD 11/23/2011 24 Rough/Topout MC PA RM 149 11/23/2011 34 Rough Electric MC PA T-GRID@ 107&122 11/23/2011 44 Rough/Ducts/Dampers MC PA T-GRID @ 107 & 122 11/21/2011 14 Frame/Steel/Bolting/Weldin MC PA SEE CARD 11/21/2011 17 Interior Lath/Drywall MC PA 11/16/2011 14 Frame/Steel/Bolting/Weldin MC WC 11/16/2011 17 Interior Lath/Drywall MC PA RM 167-171 HARD LID ONLY 11/16/2011 24 Rough/Topout •VP CO 1ST STOP 11/16/2011 24 Rough/Topout MC PA 2ND STOP, WASTE ONLY @ RM 149 11/16/2011 34 Rough Electric MC PA SEE CARD 11/14/2011 14 Frame/Steel/Bolting/Weldin PY PA SEE CARD 11/14/2011 34 Rough Electric PY PA SEE CARD 11/09/2011 17 Interior Lath/Drywall MC PA 11/09/2011 84 Rough Combo MC PA SEE CARD AND NOTICE 11/04/2011 17 Interior Lath/Drywall MC PA WALLS ONLY, SEE CARD 11/04/2011 84 Rough Combo MC PA WALLS ONLY, SEE CARD 11/01/2011 14 Frame/Steel/Bolting/Weldin MC PA 11/01/2011 17 Interior Lath/Drywall MC PA INSIDE OF C WALLS ONLY 11/01/2011 24 Rough/Topout MC CO 11/01/2011 34 Rough Electric MC PA WALLS ONLY. SEE CARD 11/01/2011 44 Rough/Ducts/Dampers MC NR 10/28/2011 14 Frame/Steel/Bolting/Weldin PY PA 10/28/2011 34 Rough Electric PY PA 10/25/2011 14 Frame/Steel/Bolting/Weldin MC PA WALLS ONLY, SEE CARD Wednesday, February 01, 2012 Page 1 of 2 10/125/2011.34 Rough Electric MC PA 10/17/2011 11 Ftg/Foundation/Piers MC AP 10/17/2011 12 Steel/Bond Beam MC WC 10/14/2011 21 Underground/Under Floor MC AP 10/14/2011 31 Underground/Conduit-Wirin MC AP WALLS ONLY, SEE CARD 2- COLUMN FTGS & STEEL @ LINE D & 9.5 WASTE ONLY TO P.O.C. FLOOR BOXES ONLY Wednesday, February 01,2012 Page 2 of 2 City ofCarlsbad BIdg Inspection Request For: 01/31/2012 Permit* CB111881 Inspector Assignment: MC Title: GLANBIA NUTRITIONALS: 27,600SF Description: TI//4020 SF OFFICE FROM WAREHOUSE/MANFAC. // RACKING UNDER SEPARATE PERMIT 2840 LOKER AV EAST Lot: 0 Type: Tl Job Address: Suite: Location: OWNER BIXBY LAND COMPANY Owner: BIXBY LAND COMPANY Remarks: Sub Type: INDUST Phone: 6199955255 Inspector: Total Time: Requested By: DAVE Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments 1?l Comments/Notices/Holds Notice Per Engineering 17,542 sf has been converted to office from warehouse. Associated PCRs/CVs/SWPPPs Original PC# Inspection Historv Date Description Act Insp Comments 01/30/2012 152 Final BIdg Inspection - Fire AP CW 01/24/2012 89 Final Combo PA MC RMS 138-145 01/20/2012 24 Rough/Topout WC MC 01/20/2012 29 Final Plumbing PA MC RM 129 -130 ONLY 01/20/2012 39 Final Electrical PA MC 12/16/2011 89 Final Combo PA MC RM 100-125,1331,133-135, 146-161 ONLY OK TO OCCUPY 12/12/2011 89 Final Combo PA MC EXIT SIGNAGE, MINOR PICKP, ROOF TOP EQUIP ONLY, MINOR PICK UP 12/09/2011 14 Frame/Steel/Bolting/Welding AP PY T-BAR 12/08/2011 84 Rough Combo CO MC RM 133-135, 149-151 T-GRID, SEE CARD 12/05/2011 17 Interior Lath/Drywall PA MC WALL AND HARD LID, SEE CARD 12/05/2011 84 Rough Combo PA MC T-GRID, SEE CARD 11/30/2011 14 Frame/Steel/Bolting/Welding PA MC WALL & HARD LID SEE HARD structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 CeU: (619) 770-9559 • Fax (619) 588-5955 Project Name: Inspection Report Project Address:, Page:_ of i. Architect Engineer: ^ % ^ Contractor: fir 4t /. Permit File #: Report #:. DSA#: Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S. Bolts H.S. Bolts Plans/Specs Masonry Prisms Cone. PSI Clearances Concrete Mortar/Grout Grout PSI Positions Fireproofine Cone. Cylinders Mortar PSI Sizes «^ Epoxy Fireproof Steel Laps Other: Other: ElectTWire Consolidation Other: Other: Fireproof Torque Ft Lbs: Other: Other: Other: Other: Other: Other: Other: Other: CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections ofthe building codes. This report covers the locations ofthe work inspected and does not constitute opinion or proiect control. I hereby certify that I h^ve observed to the best of my knowledge all of the above reported work unless otherwise ri^d. I haye found this work to comply with tlie approved plans, specifications, and applicable sections of the governing building laws. Inspector: MARIO BATTAGLIA Cert: 350 Signature i Insp. Date: i Time Start iDay 3: : Day 4: Date |D^S: I Time Stop: Approved By:. Project Superintendent EsGil Corporation In Partnerstiip witfi Qovemment for (BuiCding Safety DATE: 10/10/2011 • APPLICANT <-a-:jDRis. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 111881 SET: III PROJECT ADDRESS: 2840 Loker Avenue East PROJECT NAME: Glanbia Nutritionals (NA), Inc. T. I. XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Carrier Johnson +Culture 1301 Third Ave. San Diego, CA 92101 1X1 Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Carrier Johnson +Culture (Stu) Telephone #: 619-239-2353 Date contacted: (by: ) Email: saf@carrierjohnson.com Fax #: Mail Telephone Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation H GA lEI EJ • PC 10/4 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnerstiip witfi Qovemment for (BuiCdtng Safety DATE: 9/28/2011 • ^^EE^ANT JURIJ JURISDICTION: City of Carlsbad Q^CT^REVIEWER • FILE PLAN CHECK NO.: 111881 SET: II PROJECT ADDRESS: 2840 Loker Avenue East PROJECT NAME: Glanbia Nutritionals (NA), Inc. T. I. I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ^ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Carrier Johnson +Culture 1301 Third Ave. San Diego, CA 92101 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Carrier Johnson +Culture (Stu) Telephone #: 619-239-2353 Date contacted: I (by: lisc-) Email: saf(gcarrierjohnson.com Fax #: -^t Mall Telephone Fax In Person n REMARKS: By: David Yao Enclosures: EsGil Corporation IE! GA IE! EJ • PC 9/22 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 I ' City of Carlsbad 111881 9/28/2011 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver ail corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. DEPARTMENT OF STATE ARCHITECT TITLE 24 REMODELS. ADDITIONS AND REPAIRS 1. Citv to field verify that the oath of travel from the handlcaooed parking space to the altered area comply with all the current disabled access requirements Citv to field verify that the existing rooms (155 and 156> serving the remodel area comply with all the current disabled access reguirements. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ENERGY CONSERVATION 1. The addition area envelope design is incomplete: I don't know about the roof insulation, wall type B1 appears to not tnaintain any envelope requirements as it is not full height, and the existing conditioned area: full height walls at the boundaries or how is that envelope designed and how does it interact with the new addition? City of Carlsbad 111881 9/28/2011 2. Expansion of conditioned space into previously unconditioned space may, depending upon the shell design require a revised envelope design (for the newly conditioned space). Please provide. See italicized comment above. 3. Demising wall insulation required between condition and unconditioned areas. See italicized comment above. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING AND MECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: 11-181 SET: II PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 2. Please provide data on all the materials in the Production Area to be Milled, Mixed, Screened, Blended, and Packaged. Show types of materials and amounts. The nutritional ingredients seem to be combustible dust (and combustible fiber). (Same as grain fiour.) Please address any required dust control. The Note on sheet T0.1 does not list the materials in the Production Area. There must be an existinq hazardous material opinion and report for this buildinq. Please provide an updated hazardous material opinion and report for the proposed changes to the buildinq and the Code changes, as per CBC. Section 414.1.3. Provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description ofthe hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). A) Clearly show the fypes of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. B) Clearly show the amounts for each type of hazardous material to be stored and in use. C) Clearly show the locations in the building where each type of hazardous material is being stored or used. City of Carlsbad 111881 9/28/2011 D) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMC Chapter 5. E) A complete plan review will be done when the complete hazardous material opinion and report is provided. 3. See item #2 above. The Fire Department must review the required hazardous material opinion and report. The Building Official to check for Fire Department's approval ofthe required hazardous material opinion and report. 4. The response provided does not address the question about "Control Areas". Please clearly show on the drawings all existing and proposed control areas. 5. To be reviewed when the item #1 and 3 above have been addressed. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. CBC 716 7. See item #2 above. A complete plan review will be done when the existing and updated hazardous material opinion and report are provided. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 11. Hot water recirculating loop systems requirements (Not single family homes): Detail the following: Please correct the detail 3 on sheet P4.11. C) Please correct the location of the thermal expansion tank, cold water line connection to the tempering mixing valve and the check valve to separate the hot water system and the cold water supply. A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line. (See CPC 608.3 for expansion tank requirements.) MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 17. Please address any required dust control in the Production Area. See item #2 above. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. A) Clearly show the type of material to be exhausted by each exhaust system. B) Detail the required make-up air as per UMC 505.3 C) Detail the exhaust outlet clearances as per UMC 504.5 (Environmental) & 506.9 (Product conveying). D) Clearly show the duct materials are suitable for the intended use. UMC 506.1 & 610.1 City of Carlsbad 111881 9/28/2011 E) Clearly show the exhaust duct material and gage used for each duct size. UMC Table 6-7 F) Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 G) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior ofthe building without entering other spaces. UMC 505.1 H) Detail minimum duct conveying velocities as per UMC 505.2 and Table 5- 1 I) Detail duct cleanouts as per UMC Section 506.3 J) Detail required explosion venting of dust collection systems as per UMC 506.4 & 610.4 K) Detail duct support as per UMC 506.5 & 610.5 L) Detail fire protection as per UMC 506.6 & 610.6 M) Detail clearances from combustibles as per UMC 506.7 & 610.7 N) Detail protection from physical damage as per UMC 506.8 & 610.8 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT EsGil Corporation In (Partnerstiip witfi government for (BuiCding Safety DATE: 9/9/2011 • >PPL4CANT JURI^ JURISDICTION: City of Carlsbad •I'IIXN REVIEWER • FILE PLAN CHECK NO.: 111881 SET: I PROJECT ADDRESS: 2840 Loker Avenue East PROJECT NAME: Glanbia Nutritionals (NA), Inc. T. I. I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ^ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. ^ The applicant's copy of the check list has been sent to: Carrier Johnson +Culture 1301 Third Ave. San Diego, CA 92101 [~1 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Carrier Johnson+Culture C^To^ Telephone #: 619-239-2353 Date contacted:2-'«( [by.^) Email: saf@carrierjohnson.com Fax #: ^c'Mail —• Telephone —' Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation ISI GA 13 EJ • PC 9/1 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 pity of Carlsbad 111881 9/9/2011 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 111881 JURISDICTION: City ofCarlsbad OCCUPANCY: B/S29/F-1/A3? USE: office, lab/storage/manufacture TYPE OF CONSTRUCTION: VB ACTUAL AREA: ALLOWABLE FLOOR AREA: ? STORIES: 2? HEIGHT: SPRINKLERS?: Y OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 9/1 DATE INITIAL PLAN REVIEW PLAN REVIEWER: David Yao COMPLETED: 9/9/2011 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list for a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. City of Carlsbad 111881 9/9/2011 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. California Business and Professions Code. 2. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1(1) and 307.1(2). 3. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 307.7(1) and 307.7(2) possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307.7. 4. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Occupancy Classification(s) S2? What kind of storage (low hazardous)? SI (moderate hazardous)? Fl-manufacture, where is A3? • BUILDING AREA 5. Does this building unlimited floor area? It appears to floor area for each different occupancy group has been changed, total floor area still within the allowable? City OfCarlsbad 111881 9/9/2011 • FIRE BARRIERS 6. A 1-hour fire barrier separation is required between the B occupancy and the S-2 occupancy. Table 508.4 (see exceptions). Please clarify the occupancv group for the warehouse. EXITS 7. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1008.1.9.3. In lieu of the above, in a Group B, F, M or S occupancies (or Group A having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. 8. All doors and gates, within the exit path to a public way from an occupancy of Group A having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.10 and 1002.fdoors from lunch room) 9. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1008 (width, swing, hardware, etc.). Section 1008.1. 10. Group A occupancies that have an occupant load of greater than 300 shall be provided with a main exit, of sufficient width to accommodate not less than V2 of the occupant load. Section 1028.2. • GLASS AND GL/^ING 11. Specify on the window schedule the glass type and thickness to show compliance with Section 2404. 12. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. . ACCESSIBILITY 13. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • ADDITIONAL 14. The structural calculation includes the rack anchorage. The permit application shows rack under separated permit. If rack under this permit, provide complete construction detail of the rack with calculation to justify it. (not just the anchorage). City of Carlsbad 111881 9/9/2011 15. Provide calculation to show the HSS3x3x3/8 column and the footing to support the W10x39 is adequate. 16. Provide calculation to show detail 4/S2.18 is adequate to support the proper load. 17. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 18. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 19. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No 20. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. For the locations shown on architectural sheet T0.4 and identified as exitpaths that are not included in this lighting plan submittal, describe the design ofthe existing egress illumination that complies with CBC 1006.3. 2. Exterior egress lighting is required for landings of required exits. Please provide. CBC 1006.3 3. The exterior stairway at column line Elwill require egress illumination if part of the exiting system. 4. I can't tell what is going on at server room 117: It appears to have an EPO switch at the exterior door but no shunt trip on the panel. Respond as to the applicability of this room and CEC Article 645. C^ty OfCarlsbad 111881 9/9/2011 5. Add a Note adjacent to the single line diagram that the existing main service signage will be verified as labeled (typical) "Building Electrical Service Disconnecting Means 1 of 4", etc for the new and existing disconnects. ENERGY CONSERVATION 6. The architectural plans show 27,000 feet of permitted improvements, the LTG forms 17,000? 7. Expansion of conditioned space into previously unconditioned space may, depending upon the shell design require a revised envelope design (for the newly conditioned space). Please provide. 8. Demising wall insulation required between condition and unconditioned areas. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING AND MECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: 11-1881 SET: I PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. There must be an existinq hazardous material opinion and report for this buildinq. Please provide an updated hazardous material opinion and report for the proposed changes to the buildinq and the Code changes, as per CBC. Section 414.1.3. Provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). a) Clearly show the fypes of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. b) Clearly show the amounts for each type of hazardous material to be stored and in use. c) Clearly show the locations in the building where each type of hazardous material is being stored or used. C^ty of Carlsbad 111881 9/9/2011 d) Note: If hazardous materials are present in any amount, fonward this information to the mechanical designer for design compliance with CMC Chapter 5. e) A complete plan review will be done when the complete hazardous material opinion and report is provided. 3. The Fire Department must review the required hazardous material opinion and report. The Building Official to check for Fire Department's approval of the required hazardous material opinion and report. 4. Please clearly show on the drawings all existing and proposed control areas. 5. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. CBC 716 6. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface..." 7. A complete plan review will be done when the existing and updated hazardous material opinion and report are provided. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 8. Please show the public water meter size and location and the existing site water line from the water meter to the building (showing size, route, and piping material). Please review in the water line sizing calculations for the new additional water demands. Check the water pressure losses. 9. The Pipe Sizing Schedules on sheet PI .11 seem to be using the incorrect sizing chart for pipe sizing. Please correct the GPM values using CPC, Chart A-4. Looks like CPC, Chart A-5 for schedule 40 smooth piping (not for copper tubing). 10. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. CPC 411.4 11. Hot water recirculating loop systems requirements (Not single family homes): Detail the following: a) The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. b) A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. City of Carlsbad 111881 9/9/2011 c) A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line. (See CPC 608.3 for expansion tank requirements.) MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 12. Please detail roof access to roof mounted HVAC equipment. CMC 904.10.3.3. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 13. Provide complete mechanical plans showing existing and proposed HVAC equipment, ducts, and access to all equipment. 14. Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. UMC 403.7 15. Please complete the "Occupancv Basis" calculations on the MECH-3C forms and correct the reguired ventilation rates on the MECH-3C forms and the plans for the Lunch Room. Fitness Room. Meeting Rooms. Conference Rooms, and MPR (Multi-Purpose Rooms) forthe larger occupant loading. Please provide the MECH-3-C forms showing the required mechanical ventilation rates for the new or revised conditioned spaces. Coordinate the mechanical and the Title 24 outside air design. CMC 403.0 & Title 24 121 (b)2 & (d). 16. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: a) Clearly show that all material exposed within the plenum complies with UMC Section 602.2 (10) & Section 605.0. "Materials shall have a mold-, humidity-, and erosion-resistant face that meets the requirements of UL 181." b) Clearly show that all combustible materials exposed within the plenum space must comply with UMC Section 602.2. Flame-spread index of not more than 25 and a smoke-developed rating of not more than 50. c) Exhaust ducts under positive pressure and venting systems shall not extend into or pass through ducts or plenums. UMC Section 602.1. d) Environmental and/or product-conveying duct systems shall not extend into or through ducts or plenums. UMC Sections 504.1 (Environment) & 505.1 (Product conveying). 17. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Clearly show the type of material to be exhausted by each exhaust system. b) Detail the required make-up air as per UMC 505.3 c) Detail the exhaust outlet clearances as per UMC 504,5 (Environmental) & 506.9 (Product conveying). City ofCarlsbad 111881 9/9/2011 d) Clearly show the duct materials are suitable for the intended use. UMC 506.1 & 610.1 e) Clearly show the exhaust duct material and gage used for each duct size. UMC Table 6-7 f) Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 g) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC 505.1 h) Detail minimum duct conveying velocities as per UMC 505.2 and Table 5- 1 i) Detail duct cleanouts as per UMC Section 506.3 j) Detail required explosion venting of dust collection systems as per UMC 506.4 & 610.4 k) Detail duct support as per UMC 506.5 & 610.5 I) Detail fire protection as per UMC 506.6 & 610.6 m) Detail clearances from combustibles as per UMC 506.7 & 610.7 n) Detail protection from physical damage as per UMC 506.8 & 610.8 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion ofthe building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primarv path of travel to the altered area, must be shown to comply with all accessibility features. Citv to field verify that the path of travel from the handicapped parking space to the remodel area compiv with all the current disabled access reguirements. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. END OF DOCUMENT City ofCarlsbad 111881 9/9/2011 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 111881 PREPARED BY: David Yao DATE: 9/9/2011 BUILDING ADDRESS: 2840 Loker Avenue East BUILDING OCCUPANCY: B/S2/F1 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T.I. per city 1,024,512 Air Conditioning Fire Sprinklers TOTAL VALUE 1,024,512 Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Checl< Fee by Ordinance Type of Review: I I Repetitive Fee Repeats [Zl Complete Review • Ottier j—j Hourly EsGil Fee • Structural Only Hr. @ $3,696.94 $2,403.01 $2,070.29 Comments: Sheet 1 of 1 macvalue.doc + ^ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST E-36 Development Services land Development Engineering 1635 Faraday Avenue 760-602-2750 WM/w.carlsbadca.gov ENGINEERING Plan Check for CB 11-1881 Review* 1 Date: September 22,2011 Project Address: 2840 Loker Avenue East APN: 209-082-08-00 Project Description: Tenant improvement: PROPOSED OFFICE 29,343 SF/ Valuation: 1,024,512 WAREHOUSE 59,732 SF / MANUFACTURING 15,223 SF (Previously fee'd 94,402 WAREHOUSE / 9,896 OFFICE) ENGINEERING Contact: Linda OntlverOS Phone: 760-602-2773 Email: linda.ontiveros@carlsbadca.gov Fax: 760-602-1052 STOP! Please Read Any outstanding issues will be marked with I ,/K I. Please make the necessary corrections to the plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specification to the Building division for resubmittal to the Engineering Division. Items that conform to permit requirements are marked with / ATTACHMENTS: Engineering Application Storm Water Form Right-of-Way Application/Info. Sheet Reference Documents OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILOING PERMIT BY REMARKS DATE: September 23,2011 Notification of Engineering APPROVAL has been sent to via on E-36 Page 1 of 6 REV 4/30/11 CB 11-1881 Review* 1 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: I i North arrow LI.J Existing & proposed structures I ^ Existing street improvements I ! Property lines (show all dimensions) r- - 1 L I Easements I .' Right-of-way width & adjacent streets I I Driveway widths I I Existing or proposed sewer lateral LZJ Existing or proposed water service I J Submit on signed approved plans: DWG No. Show on site plan: • Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. [ [ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". J Existing & proposed slopes and topography ]Size, 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. ] Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address "VJ Assessor's parcel number "~~| Legal description/lot number "] 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. • I Show all existinq use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: PAR 1/MAP 15692 Subdivision/Tract: Reference No(s): PE 2.88.47 E-36 Page 2 of 6 REV 4/30/10 CB 11-1881 Review # 1 2. DISCRETIONARY APPROVAL COMPLIANCE / I Project does not comply with the following engineering conditions of approval for project no.: NA 3. DEDICATION REQUIREMENTS 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 $ 20.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. / I Dedication required as follows: NA 4. IMPROVEMENT REQUIREMENTS I 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 $100.000.00. pursuant to Carlsbad Municipal Code Section 18.40.040. / I Public improvements required as follows: NA • Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please subhiit a recent property title report or current grant deed on the property and processing fee nf $ 441 nn 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. / I Future public improvements required as follows: NA E-36 Page 3 of 6 CB 11-1881 Review # 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. LD [_jInadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" I Grading Permit required. NOTE: The qradina perniit must be issued and rough qradina approval obtained prior to issuance of a buildina permit. I Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector per the attached list. The inspector will then provide the engineering counter with a release forthe building permit. / I No grading permit required. I Minor Grading Pemnit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS f/HRIGHT-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 stonn drain, sewer and water utilities. 1 Right-of-way permit required for: E-36 Page 4 of 6 REV 6/30/10 CB 11-1881 Review # 1 7. STORM WATER Construction Compliance L7J Project Threat Assessment Form complete. Enclosed Project Threat Assessment Fomri incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW ) I I Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance "Tn storm Water Standards Questionnaire complete. I I storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. V3 Project is subject to Standard Storm Water Requirements. See city Standard Urban storm Water Management Plan (SUSMP) for reference. http://www.carlsbadGa.qov/business/buiidinQ/Documents/EnaStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistem) Vegetated Roof I I Bio-retentions cell/rain garden I I Pervious pavement/pavers I I Flow-through planter/vegetated or rock drip line n Vegetated swales or rock infiltration swales I I Downspouts disconnect and discharge over landscape I I Other: E-36 Page 5 of 6 REV 4/30/10 CB 11-1881 Review # 1 9. WATER METER REVIEW . Domestic (potable) Use • Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a IOmeter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. • For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 8. FEES Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required | [yes Upgrade Q yes No fees required Qjyes Cllno •yes •yes • yes •Jno (is addition over 150' from center line) • no • no • no 10. Additional Comments =FOR CITY USE ONLY= CB 97-948: 101,798 SF WAREHOUSE 2500 SF OFFICE CB 98-3509:2000 SF WAREHOUSE TO OFFICE CB 99-2148:2100 SF WAREHOUSE TO OFFICE CB 00-4060: 3296 SF WAREHOUSE TO OFFICE [TOTAL PAID: 94,402 SF WAREHOUSE / 9,896 SF OFFICE ] ****"««««CREDIT 670 ADT / 24.39 EDU*******"*"* [ WITH 67,389 SF (USED AS MANUFACTURING) ] *******'*«***ADDITI0NAL 67 ADT CREDITS****************** PROPOSED: 27,438 SF OFFICE(587 ADT/16.30EDU) 59,732 SF WAREHOUSE (299 ADT /11.95 EDU) 15,223 MANUFACTURING (61 ADT / 3.05 EDU) TOTAL: 947 ADTs / 31.30 EDU's • 737 / 24.39 =========== 210 ADT's / 6.91 EDU's ====CURRENT CHARGE CALCUUTIONS====================== E-36 Page 6 of 6 REV 4/30/10 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Linda Ontiveros Address: 5840 Loker Avenue East Fees Update by: lo Date: September 23.2011 Date: 9/23/11 Fees Update by: GEO DATA: LFMZ: / B&T: BIdg. Permit*: 11-1881 Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: WHSE/OFFICE PAID Types of Use: (P)OFF+MANU+WHSE Types of Use: CURRENT CHARGE Types of Use: ==SEE ADDITIONAL Sq.Ft./Units 18.89 + 5.50 Sq.Ft./Units (16.30+11.95+3.05) Sq.Ft./Units CALC > Sq.Ft./Units COMMENTS FOR ADT CALCULATIONS: List types and square footages for all uses. Sq.Ft./Units 472+265 Sq.Ft./Units (587+299+61) Sq,Ft./Units CALC > Sq.Ft./Units COMMENTS FOR Types of Use: WHSeOFFICE PAID Types of Use: (P)OFF+MANU+WHSE Types of Use: CURRENT CHARGE Types of Use: ==SEE ADDITIONAL FEES REQUIRED: Within CFD: DYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) 13 NO 1. PARK-IN-LIEU FEE:nNW QUADRANT QNE QUADRANT DSE QUADARANT DSW QUADRANT EDU's 24.39 EDU's (31.30) EDU's 6.91 EDU's BREAKDOWN== ADT's 737 ADT's (947) ADT's 210 ADT's BREAKDOWN== ADT'S/UNITS: | X FEE/ADT: 2. TRAFFIC IMPACT FEE: ADT'S/UNITS: 210 | X 3. BRIDGE & THOROUGHFARE FEE: ADT'S/UNITS: X 4. FACILITIES MANAGEMENT FEE ADT'S/UNITS: | X 5. SEWER FEE EDU's 6.91 BENEFIT AREA: G EDU's 6.91 |) 6. DRAINAGE FEES: PLDA: ACRES: 7. POTABLE WATER FEES: UNITS CODE FEE/ADT: 110 • DIST. #1 FEE/ADT: ZONE: FEE/SQ.FT./UNIT: X FEE/EDU: 1.096 X FEE/EDU: 600 •HIGH ClMED FEE/AC: CONN. FEE METER FEE =$ =$ 23,100 DIST.#2 =$ =$ =$ 7,573.36 =$ $4,146 UM nLOW SDCWA FEE • DIST.#3 TOTAL CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov INSTRUCTIONS: To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of stomi water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the stomi water standards applied to a project. Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by the applicant, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If applicants are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, they are advised to seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, applicants for construction permits must also complete, sign and submit a Project Threat Assessment Form to address construction aspects ofthe project. Please answer the questions below, follow the instructions and sign the form at the end. 1. Is your project a significant redevelopment? DEFINITION: Significant redevelopment is defined as the creation, addition or replacement of at least 5,000 square feet of impervious surface on an already existing developed site. Signiflcant redevelopment includes, but is not limited to: the expansion of a building footprint; addition to or replacement of a structure; structural development including an increase in gross floor area and/or exterior construction remodeling; replacement of an impervious surface that is not part of a routine maintenance activity; and land disturbing activities related with structural or impervious surfaces. Replacement of impervious surfaces includes any activity that is not part of a routine maintenance activity where impervious material(s) are removed, exposing underlying soil during construction. If your project IS considered significant redevelopment, then please skip Section 1 and proceed with Section 2. If your project IS NOT considered significant redevelopment, then please proceed to Section 1. E-34 Page 1 of 3 REV 3/23/10 CITY CARLSBAD O F STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more of the following criteria: YES NO 1. Housina subd/Ws/ons of 10 or more dwellina units. Examoles: sinale familv homes, multi-familv homes, condominium and apartments X 2. Commercial- areater than 1-acre. Anv develooment other than heaw Industrv or residential. Examoles: hospitals: laboratories and other medical facilities; educational Institutions; recreational facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. X 3. Heaw Industrial / Industrv- areater than 1 acre. Examoles: manufacturina olants. food orocessino olants. metal working facilities, printing plants, and fleet storage areas (bus, truck, etc.). X 4. Automotive reoalr shoo. A facilitv cateaorized in anv one of Standard Industrial Classification (SIC) codes 5013. 5014, 5541, 7532-7534, and 7536-7539 X 5. Restaurants. Anv facilitv that sells oreoared foods and drinks fbr consumotion. inciudina stationarv lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. X 6. Hillside development. Anv development that creates 5.000 sauare feet of imoervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater. X 7. Environmentallv Sensitive Area tESA)\ All development located within or directiv adiacent^ to or discharaina directly^ to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurring condition. X 8. Parkina lot Area of 5.000 sauare feet or more, or with 15 or more pari<ina spaces, and potentiallv exoosed to urban runoff >< 9. Streets, roads, hiahwavs. and freewavs. Anv oaved surface that is 5.000 sauare feet or areater used for the transportation of automobiles, trucks, motorcycles, and other vehicles X 10. Retail Gasoline Outiets. Servino more than 100 vehicles oer dav and areater than 5.000 sauare feet X 11. Coastal Develoomerrt Zone. Anv proiect located within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%. 12. More than 1-acre of disturtiance. Proiect results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project^. > 1 Environmentally Sensitive Areas Include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resour<»s Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent' means situated within 200 feet of the Environmentally Sensitive Area. 3 'Discharging directly to' means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than SOOO square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicyde use, are not considered Pollutant-generating Development Projects if they are built with pervious suifaces or if they sheet flow to sumjunding peroious surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box In Section 3. E-34 Page 2 of 3 REV 3/23/10 ^ CITY CARLSBAD O F STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 2 SIGNiFiCANT REDEVELOPMENT Complete the questions beiow regarding your redevelopment project: YES NO 1. Project results in the disturisance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project (see definition in Section 1). If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. 3. Is the project solelv limited to just one of the following: a. Trenching and resurfacing associated with utility woric? b. Resurfacing and reconfiguring existing surface paricing lots? c. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? d. Replacement of existing damaged pavement? If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3 below. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (1)create more than 2500 square feet of impermeable surface or (2) increases impermeable surface on the property by more than 10%? If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. SECTION 3 Questionnaire Results: • My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box This Box for City Use Only Address: Assessor's Parcel Number(s): Applicant Name: Applicant Title: ^^I^^Si^ nature: Date: E-34 Page 3 of 3 REV 3/23/10 STORM WATER Development Services CITY OF CARLSBAD COMPLIANCE Building Division CITY OF CARLSBAD ASSESSMENT B-24 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov am applying to the City of Carlsbad for the following type(s) of construction permit: ^ Building Permit • Right-of-Way Permit • My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria '^C My project qualifies as NO THREAT and is exempt from the requirement to prepare a stomn water pollution prevention plan (SWPPP) because it meets the "no threaf assessment criteria on the City's Project Threat Assessment Worksheet for Detennination of Constmction SWPPP Tier Level. My project does not meet any ofthe High, Moderate or Low Threat criteria described below. Tierl - Low Threat Assessment Criteria • My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt pemnit type (See list above) and the project meets one or more of the following criteria: • Results In some soil disturbance; and/or • Includes outdoor constmction activities (such as saw cutting, equipment washing, material stocl<piling, vehicle fueling, waste stockpiling). T/er2 - Moderate Threat Assessment Criteria • My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15.16 of the Carisbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated constmction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project 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 veitical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Constmction will be Initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). T/er3 - Significant Threat Assessment Criteria • My project Includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated constmction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or • My project Is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated constmction staging, equipment storage, refueling and maintenance areas: or, • My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to neartiy receiving waters by way of stomi water mnoff or non-stomi water discharge(s). / certify to the best of my knowledge that the above checked statements are true and conect I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above compfy with the stonn water best management practices pursuant to Titie 15 of tiie (Arlsbad Municipal Code and to Citif Standards. 'The City Engineer may authorize minor variances from the Stomn Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Constmction SWPPP Tier Level Is warranted. Project Address: Assessor Parcel No. Title: "^JijTX-^ • Date: CIW!ancuiT«nce: By: j ^ tOa: J UNO 17 3fzfinv\ Project ID: B-24 Page 1 of 1 Rev.03/09 ^ CITY OF CARLSBAD CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Construction SWPPP Tier Level Construction Threat Assessment Criteria* Perceived Threat to storm Water Quality Tiers Tier 3 - Hiah Construction Threat Assessment Criteria O Project site is 50 acres or more and grading will occur during the rainy season • Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) • Site slope is 5 to 1 or steeper • Constmction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years High Tiers Tier 3 - Medium Constmction Threat Assessment Criteria Medium Tiers • All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium Tier 2 Tier 2 Hiah Constmction Threat Assessment Criteria • Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) • Site slope is 5 to 1 or steeper • Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Storm Water Notice of Violation within past two years • Site results in one half acre or more of soil disturbance High Tier 2 Tier 2 - Medium Constmction Threat Assessment Criteria Medium Tier 2 • All projects not meeting Tier 2 High Construction Threat Assessment Criteria Medium Tierl Tier 1 - Medium Insoection Threat Assessment Criteria Medium Tierl • Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA • Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) • Site slope is 5 to 1 or steeper • Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). • Owner/contractor received a Stomi Water Notice of Violation within past two years • Site results in one half acre or more of soil disturbance Medium Tierl Tier 1 - Low Insoection Threat Assessment Criteria Low Tierl • All projects not meeting Tier 1 Medium Constmction Threat Assessment Criteria Low Exempt - Not Applicable -Exempt *The city engineer may authorize minor variances from the constmction threat assessment criteria in special circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 PLANNING DIVISION Development Services BUILDING PLAN CHECK Planning Division ^"cITY oF REVIEW CHECKLIST ^'''TeZolZZ CZARLSBAD P-28 www.carlsbadca.gov Plan Check No. CB111881 Address 2840 Loker Av East Date 8/31/11 Review Planner GINA RUIZ Phone (760) 602- 4675 ^ APN: 209-082-05-00 Type of Project & Use: H Net Project Density: DU/AC Zoning: P-M General Plan: Pi Facilities Management Zone: 5 CFD (In/out) #_Date of participation: Rennaining net dev acres: (For non-residential development: Type of land use created by this permit: ) REVIEW #: >^ 12 3 Legend: Item Complete I Q litem Incomplete - Needs your action • • Environmental Review RequlredLy YES • NO [3 TYPE DATE OF COMPLETION: Compliance \N\th conditions of approval? If not, state conditions which require action. Conditions of Approval: • • Discretionary Action Required: YES • NO IE 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 QNO IE CA Coastal Commission Authority? YESDNOEi 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 Completed? YES • NO |EI If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) • • Inclusionary Housing Fee required: YES • NO [E (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed: YES • NOD N/A El p.28 Page 1 of 2 07/11 • • • • SHOW HOW THE NEW ROOF MOUNTED EQUIPMENT WILL BE SCREENED Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES • NO IE 2. Project complies: YES • NOO • • • • 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: Office Spaces Reauired 29.373/250=117.3 Shown 117.3 Manufacturing Spaces Required 15.223/400=38.0 Shown 38^0 Warehouse Spaces Required 59.732/1000=59.7 Shown 59.7 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments #1. PLEASE ADD SECTIONS SHOWING HOW THE NEW ROOF MOUNTED EQUIPMENT SHOWN ON SHEETS M2.13 & M2.14 WILL BE SCREENED FROM STREETS WITHIN 500 FEET. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER/^^DATE ^*' ' Carlsbad Fire Department BLHLDING DE¥^L COPY 'Plan Review Requirements Category: TI, INDUST Date of Report: 10-07-2011 Name: STUART FROMSON Address: 1301 THIRD AVE SAN DIEGO CA 92101 Permit #: CBl 11881 Job Name: GLANBIA NUTRITIONALS: 27,600SF Job Address: 2840 LOKER AV EAST CBAD Reviewed by: \y\y V/\y V/\/V/\y\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\, /\n/\/\/\/\/\/\/ ^YVVVVVVV Conditions; Cond: CON0004972 fcPiIOT R'IBT] Provide a 'Knox' key-entry method for this project. The fire department will determine the location for the key box(es). An authorization to order form may be obtained by calling the Fire Prevention Division at 760-602-4665. — Ti^v/zAKT ^^J^^ VCTCV es jsr i^a>e. Zr<itiAi M^.^/7kA Provido-Q 'Kno?t' koy operated emergency entr)r device for gate controlUng emergency vehicle. accessi Provide on 'Optioom' automated sensor device for all security gate systems oontrolling vohiouloj • aoooBs. Applioont shall oontaot the Fire Prevention Division for gpooifioations and approvals prior to inotallationi Cond: CON0004973 '•P'JOT MET] Article 1 of the Califomia Fire Code requires both construction and Operational Use permits. OUP: High Piled Storage Racking OUP: Combustible Storage Facility OUP: Dust Producing operations CP: Storage Racks CP: Fire Sprinklers CP: Fire Alarm Cond: CON0004974 To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the Fire Code Official is authorized to require the owner or the person in possession or control of the building or premises to provide, without cost to the City of Carlsbad, a 'Third-party' technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the 'Fire Code Official and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and thereon, to recommend necessary changes. Entry: 10/07/2011 By: GR Action: AP APPROVED with REQUIREMENTS. RECOMMENDED FOR APPROVAL gLDQ, DEPT^^PY Daryl K. James & Associates, Inc. Checked by: Robert Dunham 205 Colina Terrace Date: September 29, 2011 Vista, CA 92084 Plan Check #: CB11-1881 APPLICANT: Carrier, Johnson + Culture JURISDICTION: Carlsbad Fire Department PROJECT NAME: Glanbia Nutritionals, Inc. Tenant Improvement PROJECT ADDRESS: 2840 Loker Avenue East, Carlsbad, CA 92008 PROJECT DESCRIPTION: Ti consisting of demolition, new partitions, electrical, mechanical, plumbing, millwork, finishes and structural support. COMMENTS T0.1 Vl. Section: "Fire Protection - Fire Resistive Construction" Item #1. Add code reference: "CBC 806", to statement. Item #2. Add code reference: "CBC 803 & CBC 804", to statement. Response: Code references have been added to Sheet. T0.4 V2. Section: "Exiting General Notes" Item #2. Change statement to read: "...CFC 903 and comply with standards of 903.3 and NFPA 13." Response: Note has been revised. T0.4 & V3. Exit Discharge Access and Exit Discharge designated values. T0.5 Although the project, based on the total number of exits and exit widths, has substantially more capacity than needed for the stated maximum occupancy load, the exit discharge values do not match the listed occupancy loads for the areas served. As well, the exit discharge values for any particular exit do not match between pages T0.4 & TO. 5. Please revise to show correct exit discharge values. Response: Discharge values have been corrected and coordinated between sheets 70.4 & 70.5. A2,11 V4. Area Separations The area separation walls between the S-2 (warehouse) and the B (offices) areas are listed as "Non-rated" whereas CBC chart 508.4 indicates that the walls be required as 1-hour rated. Response: Warehouse occupancy has been revised to S-1. No rated separation wilt be required. Vs. Door #132 (Warehouse) is listed as being non-rated. Door is required to be a %-hour rated assembly per CBC 715.5 Response: Rating not required due to S-1 occupancy revision. A2.13 Ve. Occupancv and Area Separations Please show why the areas listed as "Existing milling, blending, weighting, screening, packaging and the areas of new construction listed as 167, 168,169,170, and 171 should not be classified as a F-1 occupancy. Response: Production area has been revised to F-1 occupancy. See Occupancy Analysis sheet TO. 4 and building analysis sheet TO. 1 V7. Please show why the new constriction division wall for the areas described in #6 (separating the currently descnbed B occupancy from the S-2) are currently listed as "Non-rated" and should not be of 1-hour rated construction. Response: See response to item 4 &5. No separation required per table CBC 508.3.3. Vs. Please explain the purpose of area 167 identified as "Charging." Response: Area 167 will be used for charging electric fork lifts while not in use. V9. Please explain the manufacturing means, materials and methods used in the area described in #6. Response: See attached tetter form Glanbia VP of Operations. Page: 2 of 2 A2.15 V10. Warehouse racking diagrams shall be marked "For Reference Only." Response: Note added. Separate submittal for racking witt be provided with high-pile report by Klausbruckner and Associates. A3.11 & Vl 1. Add direction of desired travel arrows to all indicated exit sign locations. A3.12 Response: Orientation of exit symbols has been revised. Directional arrows are shown where required to indicate direction of exit path. A9.10 V12. Add fire ratings to door schedule as appropriate. Response: Door ratings not required to change per eartier responses. V13. Add page showing roof mounted mechanical/HVAC systems visual screening. Response: Sheet A2.16 has been added showing roof plan and screening requirements. Glanbia Nutritionals (NA), Inc. Regional Offices Tenant Improvement Equipment Anchorage 2840 Loker Avenue East San Diego, CA 92008 Structural Calculations Submittal August 29,201j|'^/'^ ysBKiV^w I ^5013 F.p 09-30-11 J^l For: Carrier Johnson + Culture 1301 3'** Avenue, Suite 100 San Diego, CA 92101 ' Digitally signed by marshall pfeHTer rn d rs n Q11 DN: cn=marshall pfeiffer, o=pcse, pfeiffer ou=englneerlng,emall=cpfelffer@pcse- sd.com, c=US Date: 2011.09.19 11:15:15 -07'00' pacific coast mctural angtooarhig, 4384 Mississippi Street, Suite A San Diego, CA 92104 Job# 211029.00 Cs/aai tndhgQ,affit04 JOB SHEET NO. Glanbia Nutritionals Tl CALCULATED BY_ CHECKED BY MCP _0F 'DATE "DATE" 8/25/2011 Seismic Lateral Force on Non-Structural Elements and Components Determine value of (relative to W^). Based on ASCE 7-05. Requirements for Seismic Design Category A are not considered. Input Data Variables determined by Sections 11.4.4 and 13.1.3 Sos = 0.834 Spectral acceleration for short period per Section 11.4.4 'p = 1.0 Component Importance factor per Section 13.1.3 Output Data Strength ievei seismic design force per Section 13.3 and Tabies 13.5-1 and 13.6-1 0-3S,3l,W, 0.25 W„ Fp,™«,= 1-6S„3l,W^ = 1.33 W^ 0-4a^S,3 [-4 (Equation 13.3-3) (Equation 13.3-2) Wp (Equation! 3.3-1) coeflicient from table below I W coefficient from table " ^elow Strengtli level values of (relative to W^) Heating Coil Hanging Fan Cdl z 1.25 1.00 2.50 2.50 1.00 /2.50 2.50 1.00 2.50 2.50 / 0.00 0.00 0.00 TT 1.00 1.50 1.50 2.00 2.50 / ' 2.50 3.00 3.50 3.50 6.00 / 0.00 0.00 0.00 1.00 1.25 0.67 1.33 1.25 0.40 1.00 0.83 0.29 0.71 0.42' 0.95 1.21 0.64 1.33 1.21 0.39 0.97 0.81 0.28 0.69 0.40 0.90 1.17 0.62 1.33 1.17 0.37 0.93 0.78 0.27 0.67 0.39 0.85 1.13 0.60 1.33 1.13 0.36 0.90 0.75 0.26 0.64 0.38 0.80 1.08 0.58 1.33 1.08 0.35 0.87 0.72 0.25 0.62 0.36 0.75 1.04 0.56 1.33 1.04 0.33 0.83 0.70 0.25 0.60 0.35 0.70 1.00 0.53 1.33 1.00 0.32 0.80 0.67 0.25 0.57 0.33 0.65 0.96 0.51 1.28 0.96 0.31 0.77 0.64 0.25 0.55 0.32 0.60 0.92 0.49 1.22 0.92 0.29 0.73 0.61 0.25 0.52 0.31 0.55 0.88 0.47 1.17 0.88 0.28 0.70 0.58 0.25 0.50 0.29 0.50 0.83 0.44 1.11 0.83 0.27 0.67 0.56 0.25 0.48 0.28 0.45 0.79 0.42 1.06 0.79 0.25 0.63 0.53 0.25 0.45 0.26 0.40 0.75 0.40 1.00 0.75 0.25 0.60 0.50 0.25 0.43 0.25 0.35 0.71 0.38 0.95 0.71 0.25 0.57 0.47 0.25 0.41 0.25 0.30 0.67 0.36 0.89 0.67 0.25 0.53 0.44 0.25 0.38 0.25 0.25 0.63 0.33 0.83 0.63 0.25 0.50 0.42 0.25 0.36 0.25 0.20 0.58 0.31 0.78 0.58 0.25 0.47 0.39 0.25 0.33 0.25 0.15 0.54 0.29 0.72 0.54 0.25 0.43 0.36 0.25 0.31 0.25 0.10 0.50 0.27 0.67 0.50 0.25 0.40 0.33 0.25 0.29 0.25 0.05 0.48 0.25 0.61 0.46 0.25 0.37 0.31 0.25 0.26 0.25 0.00 0.42 0.25 0.56 0.42 0 33 0 28 0 25 0 25 0 25 Movable Partition 0.00 0.42 0.25 0.56 0.42 filB'/f/P ma wnHc»ni 1«>11TOn rsianhla Niili«liyial«/r:al«il>ilinn!!/Pr.RF - .<;i>i«niir I naHe 9nnR mr. »l« iNNUKiftiiciiin JOB Glanbia Nutritionals SHEET NO. CALCULATED BY_ CHECKED BY Eguipment Anchorage Forces Determine andchor forces at equipment support points. Based on ASCE 7-05, Chapters 11,12, and 13 InpMt Pata Equimpmant Data and Information HP -1,2,4,5 Equipment name or ID Wt = 0.70 Operating weight klps eg. = 20 Height of Center of Gravity of Equipment Above Slab or Foundation, B. 74 Longer dimension of anctrar pattem, In. = 44 Shorter dimension of anctior pattem, In. Nx 3 Number of anchors in Longer dimesion N, = 2 Number of anchors in Shorter dimension _0F "DATE _ 'DATE" Seismic Factors Fp = 0.4 Sos = 0.834 Seismic Design Force Per Section 13.3.1 Spectral acceleration for short period per Eqn. 11.4-3 PLAN Output Data - Anchor Forces Anchor Group Design Anchor forces fbr anchor groups per 2006 IBC Eqs. 16-5 and 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 ^» = (V,) = l.OxFpxWt = 2801b E« = (V«) = 0.3xFpXW = 84lb M. = EhyXC.g. = 5.600 in-ib = Ehx X e.g. = 1.680 in-ib SF.n»,=(N™) = (l.2xWt)-l-(0.2SDsxWt) SFz.™^= (N„J = (0.9 X Wt) - (0.2SDS X Wt) 957 Ib Eq. 16-5 (Use for interior foundation reinf.) 513 lb Eq. 16-7 (Use for anchor and perimeter foundation reinf.) Single Anchor Design Anchor forces for comer anchors per 2006 IBC Eq. 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 Does not include any 1.3 factor per Section 13.4.2 Strength Level Tension (N) = Strength Level Shear (V) = M, Zy mn NXXBY NYXBX i2Nx+2NY-4) NoTens n2 _{2NX+2NY-4) {2NX+2NY-4)_ 491b Proprietary software Is provided by Simpson Anchors and Hilti USA to design anchor groups and single anchors: Hiiti Software: http://www.us.hllti.com/holus/modules/home/home subinain.jsp?catname=/subhome/Drofis Simpson Software: http://www.simpsonanchors.eom/software/anchor deslqn.html Equipment Anchorage & Footlng.xls, Anchor Forces pcse 4384insslssi|i|)ist,stiea san (llego,ca 92104 858.270.3796 vnllw.|lcs^sd.m JOB Glanbia Nutritionals SHEET NO. CALCULATED BY_ CHECKED BY _0F [DATE 'DATE' Eguipment Anchorage Forces Detemiine andchor forces at equipment support points. Based on ASCE 7-05, Chapters 11,12, and 13 Input Data Equlmpment Data and Information HP-10,11,12 Equipment name or ID Wt = 0.34 Operating weight, Itips eg. 20 IHeight of Center of Gravity of Equipment Above Slab or Foundation, In. B. 48 Longer dimension of anchor pattem. In. B, 32 Shorter dimension of anchor pattem, in. = 2 Number of anchors in Longer dimesion 2 Number of anchors In Shorter dimension Seismic Factors Fp = 0.4 SDS = 0.834 Wp Seismic Design Force Per Section 13.3.1 Spectral acceleration for short period per Eqn. 11.4-3 — •7=" s<auiF -i — 6 o Output Data - Anchor Forces Anchor Group Design Anchor forces fbr anchor groups per 2006 IBC Eqs. 16-5 and 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 Eh, = (V,) = l.Ox Fpx Wt = I36ib E^ = (V,) = 0.3X FpX ff? = 41ib = Ehy X e.g. = 2,720 in-ib M, = Ehx X e.g. = 816 in-lb SF,™,= (N_) = (l.2x Wt)+(0.2SDSX Wt) SF.,«„=(NJ = (0.9x Wt)-(0.2SDSX wt) 465 Ib Eq. 16-5 (Use for interior foundation leinf.) 249 lb Eq. 16-7 (Use fbr anchor and perimeter foundation reinf.) Single Anchor Design Anchor forces fbr comer anchors per 2006 IBC Eq. 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 Does not Include any 1.3 factor per Section 13.4.2 Strength Level Tension (N) = IF. 2^ mn Nx X BY NY X Bx [2Nx + 2NY - 4) = NoTens Strength Level Shear (V) = [2})x + 2A^y - 4) [2Nx + 2iVy - 4) 351b Proprietary software is provided by Simpson Anchors and Hilti USA to design anchor groups and single smchors: Hiiti sofhware: http://www.us.hlltl.com/holus/modules/home/home submain.isp?catname=/subhome/profis Simpson softaKara: http://www.simpsonanchors.com/software/anchor design.html Equipment Anchorage & Footing.xls, Anchor Forces pcse JOB Glanbia Nutritionals san dMgo,ca 92104 858.270.3796 www.|icse-s(l.coni SHEET NO. CALCULATED BY_ CHECKED BY EqwiPffifflt Anffhftraqe Forges Determine andchor forces at equipment support points. Based on ASCE 7-05, Chapters 11,12, and Input Data Equimpmant Data and Information 13 HP - 3,6,7,8,9 Equipment name or ID Wt = 1.20 Operating weight. Iiips eg. = 20 Height of Center of Gravity of Equipment Above Slab or Foundation, in. B, 88 Longer dimension of anchor pattem, in. 38 Shorter dimension of anchor pattem, in. 4 Number of anchors In Longer dimesion 2 Number of anchors in Shorter dimension _0F ^DATE "DATE" Seismic Factors Fp = 0.4 SDS = 0.834 Wp Seismic Design Force Per Section 13.3.1 Spectral acceleration for short period per Eqn. 11.4-3 Output Pata - Anchor Forges Anchor Group Design Anchor forces fbr anchor groups per 2006 IBC Eqs. 16-5 and 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.S.3a and 13.3.1 Eh, = (V,) = l.Ox Fpx Wt = 4801b ^ = <y,) = 0.3x FpXWt = 1441b = Ehy X e.g. = 9,600 in-lb = Ehx X e.g. = 2,880 In-lb M, ^F,„„=(N,^) = (1.2X Wt) + (0.2SDSX Wt) = 1,640lb Eq.16-5 (Use tor interior foundation reinf.) SF^i^=(N^) = (09X Wt) - (02Sj)sX Wt) ° 8801b Eq. 16-7 (Use fbr anchor and perimeter foundation reinf.) Single Anchor Design Anchor forces fOr comer anchors per 2006 IBC Eq. 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 Does not Include any 1.3 ^or per Section 13.4.2 strength Level Tension (N) = IF. Zf nm NXXBY NYXBX (2NX+2NY-4) = NoTens strength Level Shear (V) = (2Nx + 2NY - 4) {2Nx + 2NY - 4) 631b Proprietary software Is provided by Simpson Anchors and Hilti USA to design anchor groups and single anchors: Him Software: http://www.us.hllti.com/holus/modules/home/home submain.jsp?catname=/subhome/profis Simwon Software: http;//wwvy.simp8Pnanchors.com/80ftyvare/anchor_de?ign.html Equipment Anchorage & Footing .xls, Anchor Forces w^':^i^t> ;^:?^ pcse padflc Mast stiictiral aiHaeemn, Ile 4384 inlsslsslppi st, suite a san dIego, ca 92104 858.270.3796 www.pcse-sd.com Project: Glanbia Nutritionals 211029 Prepared By: ""'P Date: 8/29/2011 Total Fl= 1p5.lbs. [idlvi 2 braces = $3 Ibs Total V\it=250 (E) TJl JOIST. div 4n angi !rs = bi IDS ROD. ONE EA \ r'nohsco TVD \, • ROD. ONE EA \ r'nohsco TVD \, The upl It Is zer( 1. -PICX 30 Ul MSTR UT Thc ten sion onl he! ang erai icho ris 161 bs Ihe ten sion onl het rac( anc hor sap pro) /5 bsa nd!) ilb >sh( ar. The cap Kit) oft heh ang er/a ngle ^bol !02 bst msk in Th< leaf acit ^of ood scr( wx 11/ 2 mi nen ibe( 201 bst( insk m 93 lbs >hea r 0 K K i se Pacific Coast Structural Engineer 4384 Mississippi St San Diego, Ca 92104 Title: Dsgnn Project Desc: GlanWa Nutrltlonals Tl Project Notes: Movable Partition Support Job# Pnmd 2SAUQ20i1 544AM Licensee : PACIFIC COAST STRUCTURAL ENGINEE RING, LLC Lie. # : KW-0b008437 Description: Movable Partition Support Material Propeities Analysis Method: Allowable Stress Design Beam Bracing: Beam is Fully Braced against latersri-torsion buckling Bending Axis: Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 Calculations per AISC 360-05. IBC 2006. CBC 2007, ASCE 7-05 Fy: Steel Yield: E: Modulus: 50.0 ksi 29,000.0 ksi Applied Loads Beam self weight calculated and added to loads Uniform Load: L = 0.0080 ksf, Tributary Width = 9.0 ft, (Movable Door) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.111:1 Sectbn used for this span Wl 0X39 Mu: Applied 12.924 k-ft Mn / Omega : Allowable 116.766 k-ft Load Combination +D+L-t+l Location of maximum on span 15.250ft Span # where maximum occurs Span # 1 Beam is supported laterally at each end. (E) Cone Panel at one end & Plywood Shear wall at the other end. Design OK Maximum Shear Stress Ratio = Section used for tfiis span Vu: Applied Vn/Omega: Allowable Load Combination Location of maximum on span Span # whei% maximum occurs 0.027:' W10X39 1.695 k 62.496 k •^D-fL-fH 0.000 ft Span # 1 Maximum Deflection Max Downward L•^Lr•^S Deflection Max Upward L-i-Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.233 in Ratio = 0.000 in Ratio = 0.360 in Ratio: 0.000 in Ratio = 1569 O<480 1016 O<180 Deflection Criteria L/1527 or 1/8" per 12 ft Maximum Forces & Stresseb for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm VaMax Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L= 30.50 ft 1 0.111 0.027 12.92 12.92 195.00 116.77 1.00 1.00 1.69 93.74 62.50 +u C)sgn.L= 30.50 ft 1 0.039 0.010 4.55 4.55 195.00 116.77 1.00 1.00 0.60 93.74 62.50 +D+L+H Dsgn. L= 30.50 ft 1 0.111 0.027 12.92 12.92 195.00 116.77 1.00 1.00 1.69 93.74 62.50 +DtO.750Lr-tO.750L+H Dsgn.L= 30.50 ft 1 0.093 0.023 10.83 10.83 195.00 116.77 1.00 1.00 1.42 93.74 62.50 +D-K).750LtO.750StH Dsgn. L= 30.50 ft 1 0.093 0.023 10.83 10.83 195.00 116.77 1.00 1.00 1.42 93.74 62.50 +O-K).750Lr-t0.750L-tO.750W-tH Dsgn. L= 30.50 ft 1 0.093 0.023 10.83 10.83 195.00 116.77 1.00 1.00 1.42 93.74 62.50 +O-tO.750L<O.750StO.750W+H Dsgn. L= 30.50 ft 1 0.093 0.023 10.83 10.83 195.00 116.77 1.00 1.00 1.42 93.74 62.50 +Ot0.750Lr-K).750L+0.5250EtH Dsgn. L= 30.50 ft 1 0.093 0.023 10.83 10.83 195.00 116.77 1.00 1.00 1.42 93.74 62.50 +O-t0.750L-K).750St0.5250E+H Dsgn. L= 30.50 ft 1 0.093 0.023 10.83 10.83 195.00 116.77 1.00 1.00 1.42 93.74 62.50 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max.'-'DeH Location in Span Load Combination Max. V* Defl Location In Span D-H. 1 0.3599 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 15.403 Support notation: Far left is #1 0.0000 Values In KIPS 0.000 Overall MAXimum DOnly LOnly 1.695 0.597 1.098 1.695 0.597 1.098 Pacific Coast Structural Engineer 4384 Mississippi St San Diego, Ca 92104 Title: Job# Project Desc: Glanbia NutrltlonalsTI Project Notes: Movable Partition Support Ppntad:28AUG2011, 5:44AM Description: Movable Partition Support Vertical Reactions - Unfactored Support notation: Far left is #1 Values In KIPS Load Combinatnn ~WL Support 1 Support 2 1:695 vm~ i1.-;;J:;^i.!:;ai;iS'ri pcse I Pacific Coast Structural Engineer 4384 Mississippi St San Diego, Ca 92104 Lie. # : KW-06008437 Title: Job# Dsgnr: Project Desc: Glanbia Nutritionals Project Notes: Movable Partition Support - Out of Plane Prinbd 29AUG20t1, e;33AM Licensec~rl^ACIFTc COAST if Description: Movable PartHlon Support - lateral knding Material Propnties Analysis Method: Allowable Stress Design Beam Bracing: Beam is Fully Braced against lateral-torsion buckling Bending Axis: Minor Axis Bending Load Combination 2006 IBC & ASCE 7-05 Calculations per AISC 3604)5, IBC 2006, CBC 2007, ASCE 7-05 Fy: Steel Yield: E: Modulus: 50.0 ksi 29,000.0 ksi Design Loading 0.24 (Fp) * (39+72) = 0.026 klf L(0 026) I Span = 30.50 ft W10X39 I Applied Loads Uniform Load: L = 0.0260 k/ff. Tributary Width = DESIGN SUMMARY Maximum Bending Stress Ratio = Sectbn used fbr tfiis span Mu: Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will tie applied for calculations. 1.0 ft, (Movable Door = Seismic Loading) Design OK 0.070:1 Maximum Sfiear Stress Ratio = Wl 0X39 Section used fbr tfiis span 3.023 k-ft Vu: Applied 42.914 k-ft Vn/Omega : Allowable +D+L+H Load Combination 15.250ft Location of maximum on span Span # 1 Span # where maximum occurs 0.002:1 W10X39 0.3965 k 169.39 k +D+L+H 0.000 ft Span # 1 0.391 in Ratio = 0.000 In Ratio = 0.391 in Ratio = 0.000 in Ratio = 935 0<480 935 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M v Mmax + Mmax-Ma-Max Mny Mny/Omega Cb Rm VaMax Vny Vny/Omega Overall MAXimum Envelope Dsgn. L= 30.50 ft 1 0.070 0.002 3.02 3.02 71.67 42.91 1.00 1.00 0.40 254.08 169.39 +0+L+H Dsgn. L= 30.50 ft 1 0.070 0.002 3.02 3.02 71.67 42.91 1.00 1.00 0.40 254.08 169.39 +O-t0.750Lr-t0.750L+H Dsgn. L= 30.50 ft 1 0.053 0.002 2.27 2.27 71.67 42.91 1.00 1.00 0.30 254.08 169.39 +O-t0.750L-K).750S-»H Dsgn. L= 30.50 ft 1 0.053 0.002 2.27 2.27 71.67 42.91 1.00 1.00 0.30 254.08 169.39 +O-K).750Lr-K).750L-K).750W+H Dsgn.L= 30.50 ft 1 0.053 0.002 2.27 2.27 71.67 42.91 1.00 1.00 0.30 254.08 169.39 +O-t0.750L-t0.750S-t0.750W+H Dsgn.L= 30.50 ft 1 0.053 0.002 2.27 2.27 71.67 42.91 1.00 1.00 0.30 254.08 169.39 +D-t0.750Lr-K).750L-K).5250E+H Dsgn.L= 30.50 ft 1 0.053 0.002 2.27 2.27 71.67 42.91 1.00 1.00 0.30 254.08 169.39 +O-t0.750L-t0.750S-K).5250E-tH Dsgn.L= 30.50 ft 1 0.053 0.002 2.27 2.27 71.67 42.91 1.00 1.00 0.30 254.08 169.39 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max.Dell Location in Span Load Combinatkxi Max. "+"Defl Locatkin In Span D+L 1 0.3910 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 15.403 Support notatkxi: Far left Is #1 0.0000 Values in KIPS 0.000 Overall MAXimum LOnly D+L 0.397 0.397 0.397 0.397 0.397 0.397 Pacific Coast Stmctural Engineer 4384 Mississippi St San Diego, Ca 92104 Support Column Title: Dsgnr Project Desc: Project Notes: Description: Movable PntHkm Support Job# Pi1tiisd:19SB> 2011,11:10AM C IFI(; C OAS T ST RU C IUR A L E N GIN E E RIN G. LLC General Infonnation Steel Section Name: Analysis Method: Steel Stress Grade Fy: Steel Yield E: Elastic Bending Modulus Load Combination: Applied Loads Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Overall Column Height 10.0 ft Top & Bottom Fixity Top & Bottom Pinned HSS3X3X3/8 2006 IBC & ASCE 7-05 , A-500, Grade B, Fy = 46 ksi, Carbon Steel 46.0 ksi Brace conditbn for deflection (buckling) akmg columns: 29,000.0 ksi X-X (wkJth) axis: Fully braced against buckling akvig X-X Axis Allowable Stress "^'"^ (depVti) axis: Fully braced against buckling atong Y-Y Axis Service loads entered. Load Factors will be applied for calculations. Column self weight included: 120.93 Ibs * Dead Load Factor AXIAL LOADS... Axial Load at 10.0 ft, D = 0.60, L = 2.160 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combinatkm Location of max.above base At maximum kxation values are... Pu: Axial Pn / Omega: Allowable Mu-x: Applied Mn-x / Omega: Alkw^le Mu-y: Applied Mn-y / Omega: Alkxwable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location vakies are... Vu: Applied Vn / Omega: Allowable Load Combination Results 0.03085 :1 +D+L+H 0.0 ft 2.881 k 93.377 k 0.0 k-ft 7.460 k-ft 0.0 k-ft 7.460 k-ft 0.0 :1 0.0 ft 0.0 k 0.0 k Maximum SERVICE Load Reactnns.. Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Maximum SERVICE Load Deflections... Along Y-Y 0.0 in at for load combination: Atong X-X 0.0 in at for load combination: 0.0ft above base 0.0ft above base Load Combination Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Maximum Shear Ratios Stress Ratio Status Location +D +D+L+H +D+0.750Lr+0.750L+H +D-tO.750L-»O.750S+H +D-K).750Lr+O.750L-tO.750W+H +D-tO.750L+O.750S-tO.750W+H +O+0.750Lr+0.750L-t0.5250E+H +O+0.750L+0.750S-t0.5250E+H Maximum Reactions - Unfactored Load Combination 0.008 0.031 0.025 0.025 0.025 0.025 0.025 0.025 PASS PASS PASS PASS PASS PASS PASS PASS 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PASS PASS PASS PASS PASS PASS PASS PASS 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Note: Only non-zero reactions are listed. X-X Axis Reaction ©Top Y-Y Axis Reactkm @Top Axial Reaction DOnly LOnly D+L 0.721 k 2.160 k 2.881 k h/axlmum Deflections for Load Combinations - Unfactored Loads Load Comblnatkin Max. X-X Dellectnn Distance Max. Y-Y DellectkMi Distance DOnly LOnly D-H. 0.0000 In 0.0000 In 0.0000 In 0.000 ft 0.000 ft 0.000 ft 0.000 in 0.000 In 0.000 In 0.000 ft 0.000 ft 0.000 ft Steel Section Properties : HSS3X3X3/8 pcse Staal I Pacific Coast Structural Engineer 4384 Mississippi St San Diego, Ca 92104 Title: Dsgnn Project Desc: Project Notes: Job# Printad: 19 SEP 2011,11:10AM Lie. # : KW-06008437 Licensee Description: Movable Partiti on Support Steel Section Properties : HSS3X3X3/8 Depth = 3.000 in Ixx 3.78 InM Web Thick 0.000 In Sxx = 2.52 ln«3 Flange Wklth = 3.000 In Rxx = 1.060 In Flange Thick = 0.375 In Area = 3.390 ln«2 lyy 3.780 InM Weight 12.093 pIf Syy 2.520 ln*3 Ryy 1.060 In Yog 0.000 in 6.640 InM Footing Calculation: 1. Pmax = 1700 Ibs 2. Assume a minimum allowable soil bearing pressure of 1500 psf. 3. Use a 1'-6" deep footing to acheive bearing capacity. 4. Loading: Movable Partition: 9' x 8 psf x 30 ft = 2200 Ibs 5. Beam: 39 pIf x 30ft = SOOibs 6. Use 1'-6" wide square footing. Soil bearing pressure equal to 1200 psf. 7. OK www.hlltl.us PROFIS Anchor 2.1.4 Company: Specifier Address: Ptmne I Fax: E-Mail: PCSE MCP -I- Page: Project: Sub-Project I Date: Pos. No.: 1 Glanbia Nutritionals inc 9/19/2011 Specifier's comments: Movable Partition Support at Cone Panel 1. Input data Anchor type and diameter: Effective embednrent depth: Material: Evaluation Service Report:: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile Base material: Reinforcement: Seismic loads (cat. C, D, E, or F): Geometry [In.] & Loading pb, In.-lb] Kwik Bolt TZ - CS, 1/2 (3 1/4) h^ = 3.250 In., h„^ = 4.000 In. Cartjon Steel ESR 1917 9/1/2009 I - design method ACI 318 / AC 193 e^ = 0.000 in. (no stand-off); t = 0.250 in. I, X ly X t = 16.000 X 8.000 x 0.250 in. (Recommended plate thickness: not calculated) Wshape (AISC); (L x Wx T x FT) = 9.920 In. x 7.990 in. x 0.315 in. x 0.530 in. cracked concrete , 2500, f.' > 2500 psi; h ^ 6.000 in. tension: condition B, shear condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar yes (D.3.3.6) Input data and rssutts must be ctwdted for agreement wltti ttie existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Sdiaan Hilti is a registered Trademark of Hilti AG, Schaan www.hllti.us Company: Specifier Address: Phone I Fax: E-Mail: PCSE MCP -I- Page: Project: Sub-Project I Pos. No.: Date: PROFIS Anchor 2.1.4 2 Glanbia Nutritionals inc 9/19/2011 2. Load case/Resulting anchor forces Load case (goveming): Anchor reactions pb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 104 104 104 104 416 416 416 416 max. concrete compresswe strain [%o]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x/y)=(0.000/0.000) [lb]: 415 resulting compression force in (x/y)=(0/0) [lb]: 0 416 416 416 416 3. Tension load Proof Load N„ [lb] Capacity 4)N„ [Ib] Utilization p„ [%] = NJ^H„ Status Steel Strength* Pullout Strength* Concrete Breakout Strength* 104 104 415 8029 958 2938 1 11 14 OK OK OK * anchor having the highest loading **anchor group (anchors in tension) Steel Strength Equations N„ = ESR value refertolCC-ES ESR 1917 ACI 318-08 Eq. (D-1) Variables n 1 Calculations N« [lb] 10705 Results N„ [lb] A,e,N [in-] 0.10 fut. [psi] 106000 • N„ [Ib] Nu.[lb] 10705 0.750 8029 104 Input data and results must be checked for agreement with ttie existing conditkms and for plausibility! PROFIS Anchor (c) 2003-2009 Hilt AG. FL-8494 Schaan Hiiti is a registered Trademark of Hilti AG, Schaan www.hilti.us PROFIS Anchor 2.1.4 Company: Specifier Address: Phone I Fax: E-Mail: PCSE MCP Page: Project: Sub-Project I Pos. No.: Date: Glanbia Nutritionals inc 9/19/2011 Pullout Strength Equations N, N, lp.2S0O ^2500 • Np„,r.2Nu. Variables fc [psi] 2500 Calculations ^2500 1.000 Results ''P3500 [Ib] 4915 •concrrte refertolCC-ES ESR 1917 ACI 318-08 Eq. (D-1) <|>nonducUt> »N„„,.[lb] Nu.[lb] 4915 0.650 0.750 0.400 958 104 Concrete Breakout Strength Equations N.. cbg - \fi^) V«,N V(re<i.N V|/c.N Vj/cp.N Nb • Neb, 2 Nu. ACI 318-08 Eq. (D-1) ANC see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANCO =9 hi, ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-5) Xj/ecN •.Mfix(^,^)s^.Q V 0,0 C,c / M/cp.N Nb ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables hefpn.j eci,N [in.] ec2,N [in.] , [in.] \|<c.N CK [in.] 3.250 f'c [psi] 287.62 Results Ncbgllb] 15068 0.000 2500 Calculations ANC [in.'] ANCO [in.'] 95.06 jfrconcrrte 0.650 0.000 10.000 1.000 vy»ci.N 1.000 <|>8eiimlc V|/ec2.N V|/e<I.N 0.750 1.000 ^nonductHe 0.400 1.000 • N,fc,[lb] 2938 7.500 vycp.N 1.000 Nu.[lb] 17 Nb[ib] 4980 415 Input data and results must be checked tor agreement with the existing conditnns and for plausibiHtyl PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of HMI AG, Schaan www.hiiU.us PROFIS Anchor 2.1.4 Company: Specifier Address: Phone I Fax: E-Mail: PCSE MCP Project: Sub-Project I Pos. No.: Date: Glanbia Nutritionals inc 9/19/2011 4. Shear load Proof Load V„ [lb] Capacity ^V„ [Ib] Utilization Pv[%] = V./*V„ Status Steel Strength* 416 4163 Steel failure (with lever arm)' N/A N/A Pryout Strength** 1665 6329 Concrete edge failure in direction 1665 1763 x+** * anchor having the highest loading **anchor group (relevant anchors) 10 N/A 26 94 OK N/A OK OK Steel Strength Equations Vjrts = ESR value • Vrt„|2Vu, refer to ICC-ES ESR 1917 ACI 318-08 Eq. (D-1) Variables n AM,V [in.'] 0.10 Calculations V«i[lb] 6405 Results V«i[lb] futs [psi] 106000 •steel • v.. [lb] Vu.[lb] 6405 0.650 4163 416 Input data and results must be ctiecked fbr agreement with the existing conditkms and fbr plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG. FL-9494 Schaan Hilti is a registered Trademark of HHti AG, Schaan .hiitLus PROFIS Anchor 2.1.4 Company: Specifier Address: Phone I Fax: E-Mail: PCSE MCP Page: Project: Sub-Project I Pos. No.: Date: Glanbia Nutritionals inc 9/19/2011 Pryout Strength (Concrete Breakout Strength controls) Equations ^ANC P.N Nb] Vcps = kcp V»c,N M'ed.N VcN V^/c(),^ i|iVcpj2Vua ACI 318-08 Eq. (D-1) ANC see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANCO =9firt ACI 318-08 Eq. (D-6) V|/ec.N M/Ki,N I Sl.O V|/cp,N Nb = 0.7.0.3 (^). 1.0 = MAX(%!*,^)S1.0 \ Cac C,c / "kcxV^hlj' ACI 318-08 Eq.(D-31) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables fief [in.] eci.N [in.] ec2,N [in.] c,.min fin.] Vfc.N c« [in.] 1 Calculations ANC [in.'] 287.62 Results VcpaPb] 30136 3.250 fc [psi] 2500 ANCO [in.'] 95.06 (jtccmciBle 0.700 0.000 0.000 10.000 V|/ec1.N M<«c2.N 1.000 l^selsnilc 0.750 1.000 ifrnondudBe V|/«d.N 0.400 1.000 • Vcp.[lb] 1.000 IJcp.N 1.000 Vu.[lb] 7.500 Nblib] 17 4980 6329 1665 Input data and results must be checked fbr agreementwith the existing conditions and (or piausibilityl PROFIS Anchor (c) 2003-2009 HHti AG, FL-9494 Schaan Hilti is a registafed Trademark of Hilti AG,' Schaan www.hllti.us PROFIS Anchor 2.1.4 Company: Specifier Address: Phone I Fax: E-Mail: PCSE MCP Page: Project: Sub-Project I Pos. No.: Date: 6 Glanbia Nutritionals Inc 9/19/2011 Concrete edge feilure In directton x+ Equations Vcbg - (^^) Vec,V Ved,V \)lc,V \t»h.V V))p»falrt,V Vb ACI 318-08 Eq. (D-22) • Vcbg^Vu, ACI 318-08 Eq. (D-1) Ave see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 oil V^-v = 0.7+ 0.3(:f^) Sl.O Vj/h.V Vb = V^.i.o ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq.(D-28) ACI 318-08 Eq. (D-29) ACI 318-08 EQ.(D-24) Variables C.1 [in.] 0,2 [in] etvlin.j VfCV fi.[in.] I. [in.] d.[in.] 10.000 f'c [psi] 0.000 1.000 6.000 V|/|Mrallel.V 2500 Calculations Ave [In.'] 1.000 Avco [in.'] V|/«C,V VjJeJ.V 210.00 Results Vcflib] 450.00 ifrconcrete 1.000 ^seiwnlc 8397 0.700 0.750 1.000 i^nondudMe 3.250 Vb[lb] 0.500 0.400 1.581 »Vcbfl[lb] 11380 Vu.[lb] 1763 1665 5. Combined tension and shear loads PN'=N„/*N„ PV = V„/*V„ utilization PN.V[%] Status 0.141 :(P„ + Pv)/1.2 <=1 0.944 90 OK Input data and results must be checked fbr agreement with the existing condfttons and for piausibilityl PROFIS Anchor (c) 2003-2009 HUtl AG, FL-9494 Schaan Hilti Is a registered Trademark of HIM AG. Schaan hiitl.us i-4ii.m PROFIS Anchor 2.1.4 Company: Specifier Address: Phone I Fax: E-Mail: PCSE MCP Page: Project: Sub-Project I Pos. No.: Date: Glanbia Nutritionals Inc 9/19/2011 6. Warnings • Condition A applies when supplementaiy reinforcement is used. The <t> factor Is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement Is not used and fbr Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c). • Refer to the manufeicturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required In accordance with ACI318 or the relevant standard! • The anchor plate is assumed to be sufficiently stiff in order to be not defonned when subjected to the actions! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-08 /\ppendix D, Part D.3.3.4 that requires the goveming design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case. Part D.3.3.5 requires that the attachment that the anchor is connecting to the stmcture shall be designed so that the attachment will undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength, in lieu of D.3.3.4 and D.3.3.5, the minimum design strength ofthe anchors Shall be multiplied by a reduction factor per D.3.3.6. An altemative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "non-structural components" as defined in ASCE 7, Section 13.4.2. An altemative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 fbr applications involving "wall out-of-plane forces" as defined in fiSCB 7, Equation 12.11-1 or Equation 12.14-10. • It Is the responsibility of the user when inputing values for brittle reduction fectors (4„,„^) different than those noted in ACI 318-08, Part D.3.3.6 to detemiine if they are consistent with the design provisions of ACI 318-08, ASCE 7 and the goveming building code. Selection of i|i„,„^ = 1.0 as a means of satisfying ACI 318-08, Part D.3.3.5 assumes the user has designed the attachment that the anchor Is connecting to undergo ductile yielding at a force level <= the design strengths calculated per ACI 318-08, Part D.3.3.3. Fastening meets the design criteria! input data and results must be checked for agreement with the existing conditions and fbr plausibility! PROFIS Anchor (c) 2003-2009 HHti AG. FL-g494 Schaan Hilti is a registered Trademark of HHti AG, Schaan www.hilti.us PROFIS Anchor 2.1.4 Company: Specifier Address: Phone I Fax: E-Mail: PCSE MCP Project: Sub-Project I Pos. No.: Date: 8 Glanbia Nutritionals inc 9/19/2011 7. Installation data Anchor plate, steel: - Profile: W shape (AISC), 9.920 in. x 7.990 in. x 0.315 in. x 0.530 In. Hole diameter in the tbdure: d, = 0.563 In. Plate thickness (input): 0.2S0 in. Recommended plate thickness: not calculated Anchor type and diameter Kwik Bolt TZ - CS, 1/2 (31/4) Installation torque: 480.001 in.-lb Hole diameter in the base material: 0.500 in. Hole depth in the base material: 4.000 In. Minimum thickness ofthe base material: 6.000 in. o Q 1.5000 8.0000 O 1.5000 8.0000 8 Coordinates Anchor [in.] Anchor 1 2 3 4 X -6.500 6.500 -6.500 6.500 y -2.500 -2.500 2.500 2.500 23.000 10.000 23.000 10.000 Input data and results must be checked fbr agreement with the existing conditkins and fbr plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / B^jegjage^ V^TTlcrUlS fvlA"^ ^ Business Co^te^^ to H\)aF«nr Teiephone# ilkA ^rt^LAddFess . ^» state Zip Code APN# Mailing Address . City state Zip Code Plan Fiie# Proiect£ontact . . Telephone # „ » ^ Tho following questions represent the facility's activities. NOT tha specific project description. PART I: FIRE DEPARTMEHT - IjyARDOlJS MATERIALS DIVlSIOtil: OCCUPANCY CUKSSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of ttie foHowing hazardous materials. If any of me items are arded, applicant must contact^the Fire Protection Agency with Jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): 1. Explosive or Blasting Agents S. Organic Peroxides 9. Water Reactives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. F^dioactives Occupancy Rating:. 13. Corrosives 14-J3UMLHeaith Hazards ns. None of These^^ SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - questions is yes, applicant must contact the County of San Oiego Hazardous Mi' PARTI! question Call (858) 505-6700 priorto the issuance of a building pemriit. Project Completion Date: lAaterials °9H? R'AI-S DIVISIONS mMD>; If the answer to any of the division, 5500 Overiand Ave., Suite 110, San Diego, CA 92123. FEES ARE REQUIRED. / 1. 2. 3. 4. 5. YES • • • • • • • NO / Expected Date of Occupancy: \ I ^ I \'%. (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). Wili your business dispose of Hazardous Substances or Medical Waste In any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or cardnogens/reproductive toxins in any quantity? Wili your business use an existing or install an underground storage tank? Wili your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum In tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). • CalARP Exempt L Date Initials • CalARP Required I Date Initiais • CalARP Complete Date Initials COUNTY AIR PQLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air (APCD), 10124 Okl Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition pemnit. I^kite: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 woridng days prior to commencing demolition or renovation, except demolition or renqyattoriof resklential structores of four units or less. Contact the APCD for more information. PART III: SAN DIEGO COUNTY All Pollution Ckintrol District '"' 1. 3. 4. 5. YES NO • • ^ • • • 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 htto://www.sdaDcd.ora/info/facts/Dermits.Ddf, and the list of typical equipment requiring an APCD pemnit on the reverse side of this fiPom. Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 IS YES) Wiil the subject fecility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the Califomia School Directory at httD://www.cde.ca.aov/re/sd/ for public and private schools or contect the appropriate school district). Has a survey been perfomned to determine the presence of Asbestos Conteining Materials? Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that conteins non-friable asbestos? Will there be dennolition involving ttie removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: EXEMPT OR NO FURTHER INFORMATION REQUKEO RELEASED FOR BUILOING PERMrr BUT NOT FOR OCCUPANCV RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division INOySTRIAL WASlB^if^il C^mC^yO^E PERMIT . , SCREENING SURVEY FH.^^SE HPJE IF ll^UIB mJSIMiSS IS BCa^ P4 AVERSE SPE CHECK TWE GF BUSns«^ [ | Cimk att tHat present al fom l^dff^ Add Cleaning Assembljf Automoflvig l^jBpair Battery Manufacturing Biofuei ManitfacMng Biotech yitxHatory Bulk Ch^foat Storage CarWasM Chemicial li^MfaptMritig Chernknal f*iufflcatfon Dry Cleaning Bectfical l^tiponenl ydnufad^uring Feilii2pr MaiW#d<^P^ Film / X'Tfay Processing Food Proo^sing Glass Manufaesturbig lr)dustriai Laijndfy Ink Mariiiifatiturtr^ Laboratory IVIadiining/lifllling Mianufadurif^ Menibrarie Miarti^ac^ring (i.e. water fflter merribrapi^) Metal e»stir^7BDititfng Metal Fabnc^fen Metal Finishirjg ^ectropldfir^ Electroless plattr^ AncKdizIng c:«dayr^ (i.e. f^osphating) Chernicsti Etdttng/Miiltng Pririted Circutt Board ManufaotMring Metal Powders Forniing Nutritional SofJi^eroent/ ^--^ Vitamin Manufacturing i— Painting/Fifwshing Paint Manufacturing Personal Care Products Manufachjiing Pestidde Manufadurir^ / Packaging Pharmaceufical Maniriacbju^g (Induding precursors) Poroeiain EnameHng Power Generation Print Shop Research and Devebpmerrt Rubber Manufacturing SemioHiductor Manufacturir^ Soap / Detergent Manufacturing Waste Treatment / Storage SIC Code(s) (if krtowrt): Brief d^driFrtion of business acHvititas (Prodtjdion / Manufacturing 0(peratfons}:_ Descripfiiwi cf mieratiSJns gertfaratin! fgitirig wastewater (dl«?harged to sewer, haulec^ c>r evwcErted): Estimated volume of industrial wastews^ to dlsdiarged (gal /day): List hazardous wastes gener?fted (1^ /volume):. Date operation begar^or will begin at ttiis location:. Ha^^iAipu applied W d Wastewater Dis* f^esy No If y^. when: ^ e Permit from ttie^ndna Wastaivater JMioriiy? Wte Contad c^uar-f- Fromi &7O Title ^(9- 2-3r3 Signature, Phone No. EMCINft WASTEWATER AUTHORITY. 6200 AWariWa E»«aiE»8S GaWsbad. CA 92011 (71^)438-3941 FAX: C710)47&«852 mmmm ^ CITY CARLSBAD O F PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Project Address: Pemiit No.: Infbrmation provicied beiow refen to worh iieing done on tiw odboM menUoned pennit on^. This form mwit iw omplettd and rrtiinnd to tht BMildi«ip Pivi$ioii Mw the Ptrmit can issiwd. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains '!'> New building sewer line? Ves No X Number of new roof drains? Install/alter water line? f(tf Number of new water heaters? \ Number of new, rekxated or repkKed gas outlets?.. . Number of new hose bibs? . . . jZS Number of existing Panels Omolved in tiiis project) —2— Amps per panel On this project) _ Remodel only - (relocate/add outlets/switches) Ves V No New Contfcniction: Number of new panels or subpanels? Amps per Panel: Single Phase Number of new amperes Three Phase..... .. . . Number of new amperes Three Phase 480 Number of new amperes Number of new furnaces, A/C, or heat pumps?—...... — New or relocated duct worb? . . Ves ^ No Number of new firepkKes? ^ Number of new exhaust fans? ... . ^ Rek)ccite/lnstall vent? ~. Number of new exhaust hoods? ^ Number of new boilere or compressors? Number of HP B-18 Page 1 of 1 Rev. 03/09 City of Carlsbad Permit No.: VALUATION WORKSHEET Building Division SFD and Duplexes $110.17 $6m Residential Additions $131.73 $0.00 Remodels / Lofts $57.48 $0.00 Apartments & Multi-family $98.20 $0.00 Garages/Sunrooms/Solariums $28.74 $0.00 Patio/Porch/Carport $9.58 $0.00 Enclosed Patio $15.51 $0.00 Decks/Balconies/Stairs $15.57 $0.00 Retaining Walls, concrete,masonry $19.16 $0.00 Pools/Spas-Gunite $40.72 $0.00 Tl/Stores, Offices 17542 $37.12 $651,159.04 Ti/Medical, restaurant, H occupancies $50.30 $0,00 Photovoltaic Systems/ # of panels $400.00 $0.00 Fire Sprinkler System $3.11 $0.00 Air Conditioning - commercial $5.03 $0.00 Air Conditioning - residential $4.19 $0.00 Fireplace/ concrete, masonry $3,855.98 $0.00 Fireplace/ prefabricated IVIetal $2,621.34 $0.00 $0.00 $0.00 TOTAL $651,159.04 Valuation: Comm/Res {CIR): Building Fee Plan Clieck Fee Strong Motion Fee Green BIdg. Stand. Fee Green BIdg PC Fee License Tax/PFF License Tax/PFF (in GFD) $651,159 C $2,768.26 $1,937.78 $137.00 $24.00 "$22,790.57 RECORD COPY dp o Hi Tl 2 n ^ n m 12-14-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR11131 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: 2840 LOKER AV EAST CBAD PCR 2090820800 Lot#: 0 $0,00 Construction Type: NEW ce>v\ GLANBiA: VARIOUS ARCH & STRUC Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 11/08/2011 JMA 12/14/2011 12/14/2011 Applicant: STUART FROMSON Owner: BIXBY LAND COMPANY 2211 MICHELSON DR #500 IRVINE CA 92612 619-239-2353 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $189.00 $0.00 $0.00 Total Fees: $189.00 Total Payments To Date: $189.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval cif your project Includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refenred to as "fees/exactlons." 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 Govemment Code Section 66020(a), and file the protest and any other required Infonnation 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/exactlons DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sewice fees in connection with this project. NOR DOES IT APPLY to any fees/exactlons of which vou have oreviouslv been oiven a NOTICE similar to this, or as \o wtiicti the statute of limltattons has orevtouslv otherwise expired. CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. ffe^l I " [ 3 / nriginai Plan Check No Project Address. Date— Contacf'Sim PhCM.^'^ Fax Email Contact Address ^'hoj IH^y AvC City ^^-C zip *?ZtO| General Scope of Work_ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: ^ Plans • Calculations • Soils • Energy • Other_ 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets -See A^nA:*^ 5 Does this revision, in any way alter the exterior of the project? • Yes 6 Does this revision add ANY new floor area(s)? • Yes ^JMo T Does this revision affect any fire related issues? • Yes 0^No 8 Is this a complete set? • Yes ^ No ^Signature STNO 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/27I8/27I9 www.carlsbadca.gov Fax: 760-602-8558 EsGil Corporation In Partnerstiip witli Qovemment for building Safety DATE: 11/18/2011 ,^fl.^EEUCANT U JURIS^ JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 111881 rev(PCRl 1-131) SET: I PROJECT ADDRESS: 2840 Loker Avenue PROJECT NAME: Glanbia Nutritioanls (NA), Inc. T. I. Revisions 3 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. I I 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. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person n REMARKS: By: David Yao Enclosures: original approved plan cb111887 EsGil Corporation • GA • EJ • PC 11/10 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 City of Carlsbad 111881 rev(PCRl 1-131) 11/18/2011 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 111881 JURISDICTION: City of Carlsbad rev(PCRl 1-131) PREPARED BY: David Yao BUILDING ADDRESS: 2840 Loker Avenue DATE: 11/18/2011 BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Checl< Fee by Ordinance Type of Review: D Repetitive Fee Repeats • Complete Review • Other [3 Hourly EsGil Fee $187.50 • Structural Only 1.5 $100.00 Hrs. @ $150.00 Based on houriy rate Comments: Sheet 1 of 1 macvalue.doc -•- carrierjohnson + CULTURI architecture + environments + brand strategy + graphics November 8, 2011 Project: Glanbia Nutritionals (NA), Inc. Pemiit No.: CBl 11881 RE: Plan clarifications The following are clarifications to the permitted plans as requested by the field inspector SHTA2.11 1. Detail reference 14/A8.1 has been added at rooms 116 and 110 SHTA2.13 1. Wall between rooms 167 thru171 and warehouse has been modified to type B SHT A8.01 1. Detail 14 has been added showing horizontal wall bracing SHTS2.18 1. Nailing info has been added to shear wall note on foundation plan 2. Fire rated sheathing call-out has been removed from detail 6 3. Detail 7 has been added with typical plywood shear wall requirements. End of revisions. 1301 third avenue san diego ca 92101 I phone 619.239.2353 I fax 619.239.6227 I www.carrierjohnson.com I www.culturedesignlab.com I/I c n a = 3 3 1 > 3 3 > S z aj ro M < > O c cn > o I 80 CO O m SD