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2280 FARADAY AVE; ; CB110885; Permit
City of Carlsbad 08-19-2011 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB110885 Building lnspectior, Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2280 FARADAY AV CBAD Tl Sub Type: Lot#: INDUST 0 Status: Valuation: 2120614500 $252,000.00 Construction Type: 5B Applied: Occupancy Group: Reference #: Entered By: Project Title: ISIS: 2,539 SF OFFICE TO HAZ. MAT. STORAGE Applicant: TREVOR WELLS 445 W. ASH ST. SAN DIEGO CA 92101 619-685-3990 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee ·'"':Park Fee .L'FM Fee -:Bridge Fee s.:J~lD#2 Fee -·BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $1,199.21 $0.00 $779.49 $0.00 $0.00 $52.92 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $8.00 $587.50 Plan Approved: Issued: Inspect Area: Plan Check#: Owner: FARADAY PARTNERS LL C C/0 DEi LLC 1800 THIBODO RD #320 VISTA CA 92081 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF ( 4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee ( 4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES Total Fees: $2,701.87 Total Payments To Date: $2,701.87 Balance Due: ISSUED 04/28/2011 JMA 08/19/2011 08/19/2011 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27.00 $26.25 $21.50 $0.00 $0.00 $0.00 $0.00 ?? $2,701.87 $0.00 Inspector: ~ FINAL APPROVAL Date: 11/(1_/tl Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as '1ees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFiED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 www.carlsbadca.gov SUITE#/SPACE#/UNIT# Plan Check No. 06 l l 0~ - Est. Value ~5~_000 Plan Ck. Deposit Date u---1 ) , SWPPP APN JOB ADDRESS F \ 2 Z. 'd O Ci\ rcr Cl<A \Se. 212. -06 \ 4-5" -00 CT/PROJECT# LOT# PHASE# #OF UNITS #BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. 1YPE OCC. GROUP I ~ls P ha r11->. \ \\-B ~.SI H~pt, DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) i I Cohsft-c>ol-ton 0 ~ 2 1·s11 s~ crf-epe.~sti'~ sh.ely ?-cue -{er-s+~rG\.30 ~ l,ct2.ar-doo.s mc<l-erhls, 5co>pe o-f-\.Vor-1::-. \ndvd'-e..s med-tctnl°'l-l/ ~V\c\ w-.,'nor-pluwihl~ ctn& elecJ.r~c-cl ·, ~r t-OVE'~enf.s_, at°'d \vr,p rdve~eyi.'f:s ,-0 ~vii'she...s 1 I 1~~-'11'~ ~n& l'ctck.l~. \J-e1 s:tl'rl'c..ie,m { or e~er-ior t W1 rove-wieriis o.te.. HJ oseJ, PATIOS (SF) STATE ZIP C q2Jo EMAIL ..L Per--\@ ARCH/DESIGNER NAME & RESS 4lfS° (N. STATE LIC.# FIREPLACE YESO AIR CONDITIONING YEsONoO FIRE SPRINKLERS YEs®NoD N~~<Lno Sgn 12• 'B06 g.Cj'3 (Sec. 7031.5 Business and Professions Code: Any ity or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement tliat he is licensed pursuant to the provisions of the Contractor's License 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 ($500}). ! ". . •" , , , ... , ··" . . . . / '$@,itH:lsC::!@$" @®c;:!f:>€:R?.~ f2,f"0®.G!I : ,•,;;, Workers' Compensation Declaration: I hereby affirm under penalty of petjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. l5a.1 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permil is issued. My workers' compensation insurance carrier and policy number are: Insurance Co 2.cd'lChD t'c;q -l;b5() I". 5eru1ceG Policy No. 33000 S: 00 74-10 f Expiralion Date Q( /0 {(2012.. This section need not be completed if the permit is for one hundred dollars ($100) or less. D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000}, in addition to the cost of compen~es as provided for in Section 3706 of the Labor code, interest and attorney's fees. 25 CONTRACTOR SIGNATURE ~~ OAGENT I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do lhe work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided Iha! such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of complelion, the owner-builder will have lhe burden of proving Iha! he did not build or improve for lhe purpose of sale). ~ I, as owner of lhe property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contraclor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes ONo 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted wilh the following person (firm) to provide the proposed construction (include name address/ phone I contractors' license number): 4. I plan to provide portions of lhe work, but I have hired the following person to coordinate, supervise and provide lhe major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of lhe work, but I have contracted (hired) the following persons to provide lhe work indicated (include name /address/ phone/ type of work): 25 PROPERTY OWNER SIGNATU 0AGENT DATE s the applicant or future building occupant required to submit a business~, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the 'resley-Tanner Hazardous Substance Account Act? ~Yes LJNo s the applicant or future building occupant required to obtain a permit from the air pollution control district or a~ality management district? Dv es ~o s the facility to be constructed within 1,000 feet of the outer boundary of a school site? Ov es 1.25Wo F ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF :MERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). .ender's Name Lender's Address , ;,, ,, , -.... , {',,,: .... " certify that I have read the application and state that the above Information is correct and that the Information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. hereby authorize representative of the City of Carlsbad to enter upon the above mentioned properly for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD ~GAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. )SHA: An OSHA pennit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. :XPIRATION: Every pennit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building orwor1< authorized by such permit is not commenced within 180 days from the date of such permit o~ if the building orwor1< authorized by such pennit is suspended or abandoned at any time after the wor1< is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). ,6 APPLICANT'S SIGNATUfE~;:;;,~~,2.~,t::..."'-----DATE / Zit,. 'tf' «~> ~ CITY OF CARLSBAD DATE: __ } r:2.--=----\ l-=_to_\ ~l l __ PERMIT#: i 1 D~ _UNSCHEDULED BUILDING INSPECTION B-44 Development Services Building Division 1635 Faraday Avenue Carlsbad CA 92008 760-602-2700 INSPECTOR: "\P _/) -~;-- CONTACT: ------- PHONE#: -------- JOB ADDRESS: ___ :J~Q__..:(D-=-----'!Su()~_ .....,..QJ-==cfu=CJ ...... >-.-t----------- DESCRIPTION: ---------------------- CODE DESCRIPTION ACT COMMENTS " ~ l)f) ) Bldg Inspection Form Page 1 of 1 Rev. 06/09 Inspection List Permit#: CB110885 Type: Tl Date Inspection Item 12/16/2011 89 Final Combo 09/16/2011 12 Steel/Bond Beam Friday, December 16, 2011 · INDUST Inspector Act TP AP PD AP ISIS: 2,539 SF OFFICE TO HAZ, MAT. STORAGE Comments ASSIGN TO TIM C.I.P. CURB Page 1 of 1 Cltv of Carlsbad ; Final Building Inspection Dept: Building Engineering Planning CMWD ·st Lite ~ Plan Check #: Date: 12/16/2011 Permit#: CB110885 Permit Type: Tl Project Name: ISIS: 2,539 SF OFFICE TO HAZ. Sub Type: INDUST MAT. STORAGE Address: 2280 FARADAY AV Lot: 0 Contact Person: Phone: Sewer Dist: CA Water Dist: CA .......................................................................................................................................................... ln~pected !' ~ Date .-./ • .,.,/A~ .. 1 By. c:;f,. ['::'.".'.'.:'\= Inspected:~ Inspected Date Approved: L Disapproved: __ By: ___________ Inspected: ____ _ Approved: ___ Disapproved: __ Inspected Date By: Inspected: ____ _ Approved: ___ Disapproved: __ .......................................................................................................................................................... , Comments: ______________________________ _ EsGil Corporation In <Partnersliip witli (}ovemment for <Bui{tfing Safety DATE: 8/16/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 110885 PROJECT ADDRESS: 2280 Faraday Avenue SET: IV & V CJ~APPLICAtNT CJ~ . D P REVIEWER CJ FILE PROJECT NAME: Isis Pharmaceuticals T. I. Two packages are the same. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. [ZI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Q The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LJ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Fax#: Mail Telephone Fax In Person [ZI REMARKS: 1) The mechanical & plumbing sheetpv.ff! hR signed by the mechanical engineer (Christopher D. Deck). j_J(JllX_ By: Glen Adamek EsGil Corporation ~ GA ~ EJ O PC Enclosures: 8/11/2011 & 8/15/2011 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In <Partnersfiip witn qovemment for <Bui{aing Safety DATE: 7/12/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 110885 SET: III CJ~ANT ~ CJ PLAN REVIEWER CJ FILE PROJECT ADDRESS: 2280 Faraday Avenue PROJECT NAME: Isis Pharmaceuticals T. I. D D D D ~ D [Z] D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: DGA-Trevor Wells 445 W. Ash Street San Diego, CA 92101 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: Trevor Wells Telephone#: 619-685-3990 Date contacted: 111-z.../,, (by: IA-) Email: twells@dga-sd.com Fax #: 619-685-4077 ( Mail .....--Telephone Fax.,,,.-In Person . REMARKS: By: Glen Adamek for David Yao EsGil Corporation ~ GA ~ EJ O PC 7/8/2011 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 110885 7/12/2011 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 CAP 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 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 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. Please provide a Hazardous Materials Report all the activities and processes that will occur in this single tenant building. The Hazardous Materials Report, by Klausbruckner and Associates provided for this review is only for the H-3/H-4 Room #190 and only show large amounts of storage of Hazardous Materials. The Report does not address why the Hazardous Materials are stored and does not address where and how the Hazardous Materials are to be used. As per page 3 of the report: "The scope of this report is limited to the hazardous materials storage and use within the H-3/H-4 Room (Attachment #1). The rest of the building is outside the scope of this report." A complete plan check will be done when the complete Hazardous Materials Report for the total building. AS PER THE CURRENT RESPONSE THERE IS AN EXISTING APPROVED HAZARDOUS MATERIALS OPINION AND REPORT BY KLAUSBRUCKNER AND ASSOCIATES FOR THE REST OF THE BUILDING, DATED 12/2/2010 FOR PLAN CHECK #CB102317. PLEASE PROVIDE A COPY OF THE EXISTING HAZARDOUS MATERIALS REPORT SO THIS PLAN REVIEW CAN BE COMPLETED. City of Carlsbad 110885 7/12/2011 . • ADDITIONAL 24. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 25. 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. 26. 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: D Yes D No 27. 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 Glen Adamek for David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 110885 PLAN REVIEWER: Glen Adamek SET: I 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. 3. Please provide a copy of the "hazardous material opinion and report" by Klausbrucker & Associates (dated 4/4/2011) as noted on sheet A-000, CBC, Section 414.1.3. Provide data on the proposed hazardous materials to be stored and used. IBC 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). Please provide a Hazardous Materials Report all the activities and processes that will occur in this single tenant building. The Hazardous Materials Report, by Klausbruckner and Associates provided for this review is only for the H-3/H-4 Room #190 and only show large amounts of storage of Hazardous Materials. The Report does not address why the Hazardous Materials are stored and does not address where and how the Hazardous Materials are to be used. As per page 3 of the report: "The City of Carlsbad 110885 7/12/2011 scope of this report is limited to the hazardous materials storage and use within the H-3/H-4 Room (Attachment #1). The rest of the building is outside the scope of this report." A complete plan check will be done when the complete Hazardous Materials Report for the total building. AS PER THE CURRENT RESPONSE THERE IS AN EXISTING APPROVED HAZARDOUS MATERIALS OPINION AND REPORT BY KLAUSBRUCKNER AND ASSOCIATES FOR THE REST OF THE BUILDING, DATED 12/2/2010 FOR PLAN CHECK #CB102317. PLEASE PROVIDE A COPY OF THE EXISTING HAZARDOUS MATERIALS REPORT SO THIS PLAN REVIEW CAN BE COMPLETED. 4. 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. The Fire Department must review the required hazardous material opinion and report for the total building as a single tenant space. See item #3 above. 5. A complete plans review will be done when a copy of the "hazardous material opinion and report" by Klausbrucker & Associates (dated 4/4/2011) as noted on sheet A-000, is provided in the plan packages. See item #3 above. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 9. Please address the containment or drainage of the waste from the emergency shower and eyewash. The response by the Architect states: "See attached response from DEC." (the plumbing designer.) And the Response from DEC states: "See Architectural plans for sloping of the floor." The responses do not address "containment or drainage of the waste from the emergency shower and eyewash." No plumbing systems and no containment system provided? AS PER THE RESPONSE NO CONTAINMENT NEEDED FOR THE SHOWER. SO PROVIDE THE REQUIRED FLOOR DRAIN TO THE PUBLIC SEWER SYSTEM TO DRAIN THE SHOWER WATER. ALSO, OBTAIN APPROVAL FROM THE SERVING SEWER AGENCY TO DRAIN THE EMERGENCY SHOWER AND EYEWASH WASTE TO THE SEWER SYSTEM WITHOUT TREATMENT. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 10. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. Please correct the following items. AS PER THE PAGE 17 AND ATTACHMENT #28 OF THE HAZARDOUS MATERIALS REPORT, BY KLAUSBRUCKNER AND ASSOCIATES, THE REQUIRED VENTILATION SYSTEM MUST BE DESIGNED FOR "POTENTIAL FUMES OR VAPORS RELEASED" IN A LEAK AND/OR SPILL IN THE H3/H4 STORAGE ROOM. THIS IS NOT JUST AN ENVIRONMENTAL AIR EXHAUST SYSTEM, AS ·PER THE RESPONSE BY MARISSA MIYAO OF KLAUSBRUCKNER AND ASSOCIATES. PLEASE CORRECT. .. City of Carlsbad 110885 7/12/2011 A) Provide data on the proposed materials to be conveyed by the required exhaust systems for the Room 190 H3/H4 Storage Room. (Please provide a copy of the "hazardous material opinion and report" by Klausbrucker & Associates (dated 4/4/2011) as noted on sheet A-000, CBC, Section 414.1.3.) The Hazardous Materials Report, by Klausbruckner and Associates, show Corrosives, Toxics, Combustible Liquids, Flammable Liquids, and Water Reactives. 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). As per the Hazardous Materials Report, by Klausbruckner and Associates, the required exhaust system in the Room 190 H3/H4 Storage Room must be designed as a Product conveying system. (Page 17 of the report.) D) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 See item #10. C) above. The Report show Corrosives, Toxics, Combustible Liquids, Flammable Liquids, and Water Reactives. E) Clearly show the exhaust duct material and gage used for each duct size. F) UMC Tables 5-5 and/or 5-6 See item #10. C) above. Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 See item #10. C) above . 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 See item #10. C) above. I) Detail duct cleanouts as per UMC Section 506.3 See item #10. C) above. K) Detail duct support as per UMC 506.5 & 6040.5 See item #10. C) above. L) Detail fire protection as per UMC 506.6 & 610.6 See item #10. C) above. M) Detail clearances from combustibles as per UMC 506.7 & 610.7 See item #10. C) above. N) Detail protection from physical damage as per UMC 506.8 & 604.4. See item #10. C) above. Note: If you have any questions regarding this P.lumbing 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. ,., City of Carlsbad 110885 7/12/2011 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. The new AC roof mounted unit supply fan is on "emergency power" (mechanical plans) and the exhaust fan is an explosion proof motor (Implying a possible electrical classified location and wiring methods). Please review these items and adjust electrical design as necessary Ex Fan 2 and AH-4 are shown installed on emergency power on the mechanical schedules. I can't find that design on the electrical plans. Please clarify. NO RESPONSE PROVIDED AND THE ELECTRICAL PLANS STILL DO NOT SHOW ELECTRICAL POWER FOR THE EXHAUST FAN #EF-2 AND THE HVAC UNIT AH-4. 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. END OF DOCUMENT EsGil Corporation In (l'artnersliip witli government for (JJui(aing Safety DATE: 7/26/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 110885 SET: Illa O~NT ~~- 0 PLAN REVIEWER D FILE PROJECT ADDRESS: 2280 Faraday Avenue PROJECT NAME: Isis Pharmaceuticals T. I. This package is only the existing Lab Has- Mat report. D D 0 D D ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: DGA-Trevor Wells 445 W. Ash Street San Diego, CA 92101 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: Trevor Wells Telephone#: 619-685-3990 Date contacted: 1-r2.7 f Ir (by:~) Email: twells@dga-sd.com Fax #: 619-685-4077 f: Mail Telephone Fax/ In Person REMARKS: This package is only the existing Lab Has-Mat report. By: Glen Adamek for David Yao EsGil Corporation IX] GA IX] EJ O PC 7/21/2011 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 110885 7/26/2011 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 CAP UNDERLINED FONT ARE CURRENT. • Please make all corrections, a.s 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. • ADDITIONAL 24. PLEASE REFER TO THE FOLLOWING CORRECTIONS FOR MECHANICAL, PLUMBING, ELECTRICAL AND ENERGY ITEMS. 25. 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. 26. 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: D Yes D No 27. 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 Glen Adamek for David Yao at Esgil Corporation. Thank you. City of Carlsbad 110885 7/26/2011 PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 110885 PLAN REVIEWER: Glen Adamek SET: Illa 1. GENERAL AND ARCHITECTURAL PME ITEMS 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. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 9. Please address the containment or drainage of the waste from the emergency shower and eyewash. The response by the Architect states: "See attached response from DEC." (the plumbing designer.) And the Response from DEC states: "See Architectural plans for sloping of the floor." The responses do not address. "containment or drainage of the waste from the emergency shower and eyewash." No plumbing systems and no containment system provided? AS PER THE RESPONSE NO CONTAINMENT NEEDED FOR THE SHOWER. SO PROVIDE THE REQUIRED FLOOR DRAIN TO THE PUBLIC SEWER SYSTEM TO DRAIN THE SHOWER WATER. ALSO, OBTAIN APPROVAL FROM THE SERVING SEWER AGENCY TO DRAIN THE EMERGENCY SHOWER AND EYEWASH WASTE TO THE SEWER SYSTEM WITHOUT TREATMENT. NO NEW PLANS PROVIDED WITH THIS PLAN PACKAGE. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 10. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. Please correct the following items. AS PER THE PAGE 17 AND ATTACHMENT #28 OF THE HAZARDOUS MATERIALS REPORT, BY KLAUSBRUCKNER AND ASSOCIATES, THE REQUIRED VENTILATION SYSTEM MUST BE DESIGNED FOR "POTENTIAL FUMES OR VAPORS RELEASED" IN A LEAK AND/OR SPILL IN THE H3/H4 STORAGE ROOM. THIS IS NOT JUST AN ENVIRONMENTAL AIR EXHAUST SYSTEM, AS PER THE RESPONSE BY MARISSA MIYAO OF KLAUSBRUCKNER AND ASSOCIATES. PLEASE CORRECT. NO NEW PLANS PROVIDED WITH THIS PLAN PACKAGE AND THE HAZ-MAT REPORT PROVIDED IS FOR THE NON-H-OCCUPANCY AREAS. A) Provide data on the proposed materials to be conveyed by the required exhaust systems for the Room 190 H3/H4 Storage Room. (Please provide a copy of the "hazardous material opinion and report" by Klausbrucker & Associates (dated 4/4/2011) as noted on sheet A-000, City of Carlsbad 110885 7/26/2011 CBC, Section 414.1.3.) The Hazardous Materials Report, by Klausbruckner and Associates, show Corrosives, Toxics, Combustible Liquids, Flammable Liquids, and Water Reactives. 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). As per the Hazardous Materials Report, by Klausbruckner and Associates, the required exhaust system in the Room 190 H3/H4 Storage Room must be designed as a Product conveying system. (Page 17 of the report.) D) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 See item #10. C) above. The Report show Corrosives, Toxics, Combustible Liquids, Flammable Liquids, and Water Reactives. E) Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 See item #10. C) above. F) Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 See item #10. C) above. 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 See item #10. C) above. I) Detail duct cleanouts as per UMC Section 506.3 See item #10. C) above. K) Detail duct support as per UMC 506.5 & 6040.5 See item #10. C) above. L) Detail fire protection as per UMC 506.6 & 610.6 See item #10. C) above. M) Detail clearances from combustibles as per UMC 506.7 & 610.7 See item #10. C) above. N) Detail protection from physical damage as per UMC 506.8 & 604.4. See item #10. C) above. 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. City of Carlsbad 110885 7/26/2011 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. The new AC roof mounted unit supply fan is on "emergency power" (mechanical plans) and the exhaust fan is an explosion proof motor (Implying a possible electrical classified location and wiring methods). Please review these items and adjust electrical design as necessary Ex Fan 2 and AH-4 are shown installed on emergency power on the mechanical schedules. I can't find that design on the electrical plans. Please clarify. NO RESPONSE PROVIDED AND THE ELECTRICAL PLANS STILL DO NOT SHOW ELECTRICAL POWER FOR THE EXHAUST FAN #EF-2 AND THE HVAC UNIT AH-4. NO NEW PLANS PROVIDED WITH THIS PLAN PACKAGE. 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. END OF DOCUMENT ~ \' EsGil Corporation In (J!artnersliip witli (]overnment for (Bui{aing Safety DATE: 6/20/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 110885 PROJECT ADDRESS: 2280 Faraday Avenue PROJECT NAME: Isis Pharmaceuticals T. ·I. SET: II D~NT o~· D PLAN REVIEWER D FILE o· The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corpo·ration until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: DGA-TrevorWells 445 W. Ash Street San Diego, CA 92101 D 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: Trevor Wells Telephone#: 619-685-3990 Date contacted:~( 2 t , 11 (by: r~ Email: twells@dga-sd.com Fax #: 619-685-4077 t. Mail/ Telephone D REMARKS: By: David Yao Fax.,/ In Person EsGil Corporation [8J GA [8J EJ O PC Enclosures: 6/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 110885 6/20/2011 NOTE: The items listed below are from the previous correction list. These remain_ing 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 requeste~ 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 pl~ns 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 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. Please provide a Hazardous Materials Report all the activities and processes that will occur in this single tenant building. The Hazardous Materials Report, by Klausbruckner and Associates provided for this review is only for the H-3/H-4 Room #190 and only show large amounts of storage of Hazardous Materials. The Report does not add_ress why the Hazardous Materials are stored and does not address where and how the Hazardous Materials are to be used. As per page 3 of the report: "The scope of this report is limited to the hazardous materials storage and use within the H-3/H-4 Room (Attachment #1). The rest of the building is outside the scope of this report." A complete plan check will be done when the complete Hazardous Materials Report for the total building. • ADDITIONAL 24. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. City of Carlsbad 110885 6/20/2011 25. 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. 26. 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: D Yes D No 27. 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. PLUMBING AND MECHANICAL CORRECTIONS +-PLAN REVIEW NUMBER: 110885 PLAN REVIEWER: Glen Adamek SET: I 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. 3. Please provide a copy of the "hazardous material opinion and report" by Klausbrucker & Associates (dated 4/4/2011) as noted on sheet A-000, CBC, Section 414.1.3. Provide data on the proposed hazardous materials to be stored and used. IBC 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). Please provide a Hazardous Materials R~port all the activities and processes that will occur in this single tenant building. The Hazardous Materials Report, by Klausbruckner and Associates provided for this review is only for the H-3/H-4 Room #190 and only show large amounts of storage of Hazardous Materials. The Report does not address why the Hazardous Materials are stored and does not address where and how the Hazardous Materials are to be used. As per page 3 of the report: "The scope of this report is limited to the hazardous materials storage and use within the H-3/H-4 Room (Attachment #1). The rest of the building is outside the scope of this report." A complete plan check will be done when the complete Hazardous Materials Report for the total building. City of Carlsbad 110885 6/20/2011 4. 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. The Fire Department must review the required hazardous material opinion and report for the total building as a single tenant space. See item #3 above. 5. A complete plans review will be done when a copy of the "hazardous material opinion and report" by Klausbrucker & Associates (dated 4/4/2011) as noted on sheet A-000, is provided in the plan packages. See item #3 above. 6. Please provide listing data, cut-sheets, and installation instructions for the proposed "Blobel Bl/Bed-A Automatic spill control Retention Barrier". Please clearly callout on the construction drawings the proposed "Blobel Bl/Bed-A Automatic spill control Retention Barrier" must be a minimum of 19.5 inches tall (500 mm. height). PLUMBING (2010 CALIFORNIA PLUMBING CODE) 9. . Please address the containment or drainage of the waste from the emergency shower and eyewash. The response by the Architect states: "See attached response from DEC." (the plumbing designer.) And the Response from DEC states: "See Architectural plans for sloping of the floor." The responses do not addre~s "containment or drainage of the waste from the emergency shower and eyewash." No plumbing systems and no containment system provided? MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 10. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. Please correct the following items. A) Provide data on the proposed materials to be conveyed by the required exhaust systems for the Room 190 H3/H4 Storage Room. (Please provide a copy of the "hazardous material opinion and report" by Klausbrucker & Associates (dated 4/4/2011) as noted on sheet A-000, CBC, Section 414.1.3.) The Hazardous Materials Report, by Klausbruckner and Associates, show Corrosives, Toxics, Combustible Liquids, Flammable Liquids, and Water Reactives. B) Detail the required make-up air as per UMC 505.3 C) D) Detail the exhaust outlet clearances as per UMC 504.5 (Environmental) & 506.9 (Product'conveying). As per the Hazardous Materials Report, by Klausbruckner and Associates, the required exhaust system in the Room 190 H3/H4 Storage Room must be designed as a Product conveying system. (Page 17 of the report.) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 See item #10. C) above. The Report show Corrosives, City of Carlsbad 110885 6/20/2011 Toxics, Combustible Liquids, Flammable Liquids, and Water Reactives. E) Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 See item #10. C) above. F) Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 See item #10. C) above. 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 See item #10. C) above. I) Detail duct cleanouts as per UMC Section 506.3 See item #10. C) above. K) Detail duct support as per UMC 506.5 & 6040.5 See item #10. C) above. L) Detail fire protection as per UMC 506.6 & 610.6 See item #10. C) above. M) Detail clearances from combustibles as per UMC 506.7 & 610.7 See item #10. C) above. N) Detail protection from physical damage as per UMC 506.8 & 604.4. See item #10. C) above.. · 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. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. The new AC roof mounted unit supply fan is on "emergency power" (mechanical plans) and the exhaust fan is an explosion proof motor (Implying a possible electrical classified location and wiring methods). Please review these items and adjust electrical design as necessary Ex Fan 2 and AH-4 are shown installed on emergency power on the mechanical schedules. I can't find that design on the electrical plans. Please clarify. · 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. END OF DOCUMENT EsGil Corporation In <Partnersfiip witfi (]overnment for (}Jui(aing Safety DATE: 5/9/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 110885 PROJECT ADDRESS: ·22.80 Faraday Avenue PROJECT NAME: Isis Pharmaceuticals T. I. SET: I ~NT ~~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IX] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IX] The applicant's copy of the check list has been sent to: DGA-Trevor Wells 445 W. Ash Street San Diego, CA 92101 D 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. Telephone#: 619-685-3990 twells@dga-sd.com Fax #: 619-685-4077 Person contacted:~ l,_reyor Wells Date contacted~(1 /II(~ Email: e.,.,Mail 0e1ephone Fax~ Pers~n D REMARKS: By: David Yao Enclosures: EsGil Corporation fgj GA fgj EJ O PC 5/2 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ) ' ~ ' City of Carlsbad 110885 5/9/2011 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 110885 OCCUPANCY: H3/H4 TYPE OF CONSTRUCTION: IIIB ALLOWABLE FLOOR AREA: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: ·5/9/2011 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: hazardous material storage ACTUAL AREA: 2589 sf STORIES: 1 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/2 PLAN REVIEWER: David Yao Th.is 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 b~sed 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 dep·artments. 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 item's listed need clarification, modification or change. All items must be satisfied b~fore 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 (or 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 you submit the revised plans. , . 'City of Carlsbad 110885 5/9/2011 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 Depa·rtment 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 EsGi! Corporation is complete. · • PLANS 1. Provlde a statement on the Title Sheet of the plans, stating that this project shall comply with the 2010 California Building Code, which adopts the 2009 IBC, 2009 UMC, 2009 UPC and the 2008 NEC. 2. Provide total construction cost of the project. 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 dev~lop methods of protection from hazardous materials. Section 307.7 . .4. A Group "H" occupancy requires a Technical Report, describing the hazardous materials and including a separate floor plan. Sec. 414.1.3. No report was provided. • SITE PLAN 5. Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. North exterior wall to the north property line. . \ ' · City of Carlsbad 110885 5/9/2011 • BUILDING AREA 6. The area analysis shall be either separated use (8, S1, H3, H4) or non- separated use option (use 13000 sf H3 '1118 as base) for entire building. (not both option). Please clarify the area analysis on the plan. Table 503. The exception 2 of section 506.3 of 201 O CBC shows "the automatic sprinkler system increase shall not apply to the building area of an occupancy is Group H-2 or H-3". EXITS 7. Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.1 O.(door 190A 190C} . 8. All doors and gates, within the exit path to a public way from an occupancy of Group A or E 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 1008.1.1 O and 1002. ·· 9. Regardless of occupant load, a floor or landing not more than½ inch below the threshold is required on each side of an egress door. Section 1008.1.7. STAIRWAYS- 10. Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 1009.1. 11. Stairway handrails should not project more.than 4½ inches into the required width. Section 1012.8. 12. Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1009.4.2. 13. Stair risers shall be solid. Section 1009.4.5. 14. Landings are required at the top and bottom of each stairway. The width of landings shall not be less than the width of the stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway (such dimension need not exceed 48" where the stairway has a straight run). Section 1009.5. 15. Handrails (Sections 1012 and 1009.12): a) Handrails are_ required on each side of stairways. b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Additionally,. the open sides of stairs shall be provided with 42" high guards, per Section 1013. ' J City of Carlsbad 110885 5/9/2011 c) · The handgrip portion of all handrails shall be not less than 1-1 /4 inches nor more than 2 inches in cross-sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of at least 4" and not greater than 6.25" with a maximum cross-section dimension of 2.25 inches. d) Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. e) Handrails shall be continuous, without interruption by newel posts or other obstructions. f) Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. g) Ends of handrails shall be returned to a wall, guard or the walking surface. 16. The stairway shall comply with disabled access requirement too. (The notes and details are on the specification. Detail on A601 did not show it.) • EXIT SIGNS 17. Exit signs are required whenever two exits ·are required. Show all required exit sign locations. Section 1011.1.(both doors 190A and 190C are required exits) 18. A tactile sign stating "EXIT" and complying with ICC A 117 .1 shall be provided adjacent-to each door.to an egress stairway, an exit passageway and the exit discharge. Section 1011.3. 19. Show two sources of power for the lamps at exit signs. Section 1011.5.3. 20. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1006. 21. Show separate sources of power may be required for exit illumination. Review Section 1006.3. • ACCESSIBILITY 22. Provide notes and details· on the plans to show compliance with the enclosed "Disabled Access" Review List. • ADDITIONAL 23. The scope of work shows includes storage racks. No storage rack details and/or . calculation provided. 24. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 25. 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. J City of Carlsbad 110885 5/9/2011 26. 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: D Yes D No 27. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of ~58/560-1468, 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. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 110885 PLAN REVIEWER: Glen Adamek SET: I 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. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2011. The following are the correct current Codes: a) The 2010 edition of the California Building Code (CBC) adopts the 2009 International Building Code {IBC) and the 2010 California Amendments. b) The 2010 edition of the California Electrical Gode (CEC) adopts the 2008 National Electrical Code (NEC) and the 2010 California Amendments. c) The 2010 edition of the California Mechanical Code (CMC) adopts the 2009 Uniform Mechanical Code (UMC) and the 2010 California Amendments. d) The 201 0 edition of the California Plumbing Code (CPC) adopts the 2009 Uniform Pl~mbing Code (UPC) and the 2010 California Amendments. e) The 2010 edition of the California Fire Code (CFC) adopts the 2009 International Fire Code (IFC) and the 2010 California Amendments. 3. Please provide a copy of the "hazardous material opinion and report" by Klausbrucker & Associates (dated 4/4/2011) as noted on sheet A-000, CBC, Section 414.1.3. Provide data on the proposed hazardous materials-to be stored and used. IBC 414. Present the description of the hazardous materials in a ' J City of Carlsbad 110885 5/9/2011 . -format that coincides with the material classifications found in CBC Tables 307.1 (1) and 307.1 (2,). 4. The Fire Department must revie~ the required hazardous material opinion and report. The Building Official to check for Fire Department's approval of the required hazardous materi~I opinion and report. 5. A complete plans review will be done when a copy of the "hazardous material opinion and report" by Klausbrucker & Associates (dated 4/4/2011) as noted, on . sheet A-000, is provided in the plan packages. · 6.. Please provide listing data, cut-sheets, and installation instructions for the proposed "Blobel Bl/Bed-A Automatic spill control Retention Barrier. 7. Provide construction details of the proposed walls around the Room 190 H3/H4 Storage Room for the required containment walls for the spill control. Are they water sealed concrete stem walls? This includes the infill wall where door was removed. 8. The spill control containment does not seem to include the total floor area of the Room 190 H3/H4 Storage Room. Please address at areas where exit doors are located. · PLUMBING (2010 CALIFORNIA PLUMBING CODE) 9. Please address the containment or drainage of the waste from the emergency shower and eyewash. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 10. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Provide data on the proposed materials to be conveyed by the required exhaust systems for the Room 190 H3/H4 Storage Room. (Please provide a copy of the "hazardous material opinion and report" by Klausbrucker & Associates (dated 4/4/2011) as noted on sheet A-000, CBC, Sect/on 414.1.3.) 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, Section 506.1 e) Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 f) Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 j City of Carlsbad 110885 5/9/2011 · 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 min/mum 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 ve1nting of dust collection systems as per UMC 506.4 & 610.4 k) Detail duct support as per UMC 506.5 & 6040.5 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 & 604.4. 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. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. The hazardous material report has not been received or reviewed. Please review and show the boundaries, if any, of any classified electrical locations. 2. The new AC roof mounted unit supply fan is on "emergency power" (mechanical plans) and the exhaust fan is an explosion proof motor (Implying a possible electrical classified location and wiring methods). Please review these items and adjust electrical design as necessary 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. ' r >-~ City of Carlsbad 110885 5/9/2011 DISABLED ACCESS REVIEW LIST 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 of the building affected, is required to comply with all of the requirements for new puildings, 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 primary path of travel to the altered area, must be shown to comply with all accessibility features. c) d) e) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. Existing drinking fountains (if any) must be shown to comply with all accessibility features: · Existing public telephones (if any) must be shown to comply with all accessibility features. ENTRANCES AND CIRCULATION Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1133B.1. Door 190C is not accessible. END OF DOCUMENT .J, I l l-~• City of Carlsbad -110885 5/9/2011 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN .CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 110885 DATE: 5/9/2011 BUILDING ADDRESS: 2280 F~raday Avenue BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code #N/A Bldg. Permit Fee by Ordinance :..,. I Plan Check Fee by Ordinance •J Type of Review: 0 · Complete Review D Repetitive Fee I . -~: I Repeats Comments: D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. D Structural Only ____ ,Hr.@• ($) #NIAi #NtAI Sheet of macvalue.doc + PRINTED 6/15/11 . City of Carlsbad 110885 5/9/2011 [DO NOT PAY --THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 110885 DATE: 5/9/2011 BUILDING ADDRESS: 2280 Faraday Avenue BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier remodel Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance / ... / Plan Check Fee by Ordinance I ,.. I Type of Review: 0 Complete Review D Repetitive Fee ~ Repeats Comments: D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE ($) Mod. per arch 252,000 252,000 $1, 19'9.21 I $779.491 D Structural Only 1------IHr.@• $671.561 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 www.carlsbadca.gov ENGINEERING Plan Check for C13 l (-g~.5" Review# f Date: Project Address: 2-Z. ~o FAR-AtAY ,A.VE' N Vi= APN: 2 l2---Oh l-45--co Project Description: 'fu,e K, lOl(. Te NAN1 Valuation: ~4, '2-4-7. _ WPROVE:ME:NT -i 1 '5l}O rp ENGINEERING Contact: Linda Ontiveros Phone: 760-602-2773 Email: linda.ontiveros@carlsbadca.gov Fax: 760-602-1052 -NOTICE: Any outstanding issues will be ~arked with [ZJ. 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 0 OK. N/ A ATTACHMENTS: D Engineering Application Dstorm Water Forms D Right-of-Way Application/Info. Sheet D Reference Documents r··--·-·--···-··--··-.···-···-··-··--_··-··-··-··-··-··-··--·-·-··-··1 • ENGINEERING AUTH~:i~~:o~STEO ~:~~E BUILDING PERMIT - DATE: 5(02/1 j REMARKS: Notification of Engineering AP PROV AL has been sent to via on -··-··-··-··-··-··---··-··-··-··-··-··-··-··-··-··-··-··-· E-36 Page 1 of7 REV 4/30/11 r E-36 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: D ~orth arrow D ~sting & proposed structures D Ci2'Existing street improvements D CZJ Property lines (show all dimensions) CJ D Easements D D Right-of-way width & adjacent streets Show on site plan: D Drainage patterns D d Driveway widths D D Existing or proposed sewer lateral D D Existing or proposed water service D D Submit on signed approved plans: DWG No. D D D Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. D D D DADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". D Existing & proposed slopes and topography Dsize, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. D D Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: D ~eaddress D ~sessor's parcel number D ~ description/lot number D ~ 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. CJ ~wall existing 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.: Subdivision/Tract: Reference No(s): Page 2 of 7 REV 4/30/10 2. DISCRETIONARY APPROVAL COMPLIANCE N /_.D,.. LJ D Project does not comply with the following engineering conditions of approval for project no.: E-36 3. DEDICATION REQUIREMENTS D D 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. D D Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS CJ D 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. D D Public improvements required as follows: ( VA L-tA A-17. o N 'J Lf-, ':Jt.f 7 'P-,1.-!) b l 001 C fi=:E:' D ) CJ D Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 441 no so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. D D Future public improvements required as follows: Page 3 of7 REV6/30/10 E-36 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. D Olnadequate 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" D D Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. D D 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 for the building permit. D ~rading permit required. 0 D Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS D ORIGHT-0F-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. D D Right-of-way permit required for: Page4 of 7 REV6/30/10 E-36 7. STORM WATER Construction Compliance D ~ct Threat Assessment Form complete. D D Enclosed Project Threat Assessment Form incomplete. D D Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form ?ind return (SW ) D CJ 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 D ~ Water Standards Questionnaire complete. D D Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. D D Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.gov/business/building/Documents/EngStandsw-stds-vol4-ch2.pdf D D Project needs to incorporate low. impact development strategies throughout in one or more of the following ways: D Rainwater harvesting (rain barrels or cistern) D Vegetated Roof D Bio-retentions cell/rain garden D Pervious pavement/pavers D Flow-through planter/vegetated or rock drip line D Vegetated swales or rock infiltration swales D Downspouts disconnect and discharge over landscape D Other:· Page 5 of7 REV4/30/10 E-36 9. WATER METER REVIEW . Domestic (potable) Use DD· DD• 8. FEES DD DD Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. 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 th.e 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 be¾". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? D yes D no Permit No. Permit No. Project built after 1980 Dyes D no Impervious surface > 50% Dyes D no Impact unconstructed facility Dyes D no D D Fire sprinklers required Dyes D no (is addition over 150' from center line) / Upgrade Dyes Ono D IB No fees required 10. Additional Comments Page 6 of7 REV 4/30/10 ---• ..... ~l r6 0 ,- ~ -f,l "' "' D D D ~~ >, >, >, .0 .0 .0 ;;;; ~ "' '1l; Ti .,,, .,,, 0 0 a, a, a, ..c .c ..c 0 (.) (.) C: C: C: "' "' "' a: a: a: ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB11-0885 Address 2280 Faraday Avenue Planner Chris Sexton Phone .,_,{7-=6=0.,_) -=-60=2=---=-46=2=-4~------- APN: 212-061-45 Type of Project & Use: office to warehouse Net Project Density:N/A DU/AC Zoning: C-M General Plan: RI Facilities Management Zone: § CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: [gj Item Complete@tem Incomplete -Needs your action Environmental Review Required: YES D NO D TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ~ D D , Discretionary Action Required: YES O NO O TYPE __ rgj D D ~DD ~DD APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: DATE 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 O NO 0 CA Coastal Commission Authority? YES O NO D 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 D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (NP/Os, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO D (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: !Zl D D !Zl D D ODD !Zl D D !Zl D D !Zl D D !Zl D D !Zl D D Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and· existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: 4. Height: Required __ Shown __ Required __ Shown __ Required __ Sh9wn __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 5. Parking: Spaces Required __ Shown __ (breakdown by uses for commercial and industrial projects required) Warehouse: 1/1,000 -8,334 sq Spaces Required~ R&D: 1/250-2,475 sq ft Spaces Required .1Q Office: 1/250.-14,126 sq ft Spaces Required 57 = 76 Total Provided 84 (80 regular, 4 accessible) Additional Comments 1} Please show how new·roof mounted equipment will be screened. Please seeattachedhandout. eo,-10•11 pe.v-o..pph'co..rtt du..c.,t work Oft\lv ~cJ t.u.JP...t not be aeen. ~ ' OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER4kf"'nATEfo-10 .. l, H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev4/08 Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 05-10-2011 Name: Address: Permit #: CB 110885 TREVOR WELLS 445 W. ASH ST. SAN DIEGO CA 92101 Job Name: ISIS: 2,539 SF OFFICE TO HAZ. Job Address: 2280 FARADAY AV CBAD Conditions: Cond: CON0004604 [MET] ** CITY OF CARLSBAD FIRE DEPARTMENT -APPROVED: Reviewed by: ---=-tfl--4-------:r~-- THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 05/10/2011 By: GR Action: AP DGAMail-Fw: 2280 Faraday Av https:/ /mail.google.com/mail/?ui=2&ik=b5139fd654&view=pt&q=el... 1 ofl ,:., ~, 1..JIIII Trevor Wells <twells@dga-mv.com> Fw: 2280 Faraday Av Grant Bryce <GBryce@isisph.com> Wed, May 11, 2011 at 7:13 AM To: Wayne Sanders <WSanders@isisph.com>, Jack Cantalupo <JCantalupo@isisph.com>, "twells@dga-mv.com" <twells@dga-mv.com> Good news re: H3 --------------------------------------------From: Gregory Ryan [mailto:Gregory.Ryan@carlsbadca.gov] Sent: Tuesday, May 10, 2011 11:40 AM To: kitfire@sbcglobal.net <kitfire@sbcglobal.net> Cc: Elley Klausbruckner <elley@klausbruckner.com>; Grant Bryce Subject: 2280 Faraday Av Ms. James, I wanted to let you know that CFO has approved the Alternative Means and Methods request from ISIS Pharmaceuticals for the H-3/H-7 Room. Specifically the installation of the Blobel Systems containment apparatus has been approved for use at this facility and the area identified in the TOR prepared by Klausbruckner and Associates. GREGORY L RYAN Deputy Fire Marshal Carlsbad Fire Department 1635 Faraday Avenue Carlsbad CA 92008 760.602.4663 Gregory.Ryan@carlsbadca.gov , __ ,.,_, ,_, ____ .,, ----_.,,,,., .. ,:-: --·-......... , .. ,_,,,,,, ·--_, ................... __ , ___ ,..,_..,,,,, .--· -·-·-......................... _____ ,,, __ ,_,,,, ..... -,----· ..... , ..... ___ , . ----·--·-"""'"""' -. -·---.................. -----·-·-. c~,, o PROJEC<.r:'ISIS PHARMACEUTICALS/120-l~;p~r:o~: ;.;;J:ta°b~ :~r~~RICAL PL AREA: EGRESS LIGHi 1 ~~~ ~ew Grid PREPARED BY: EPI VALUES ARE FC, SCALE: 1 IN= 9.0FT, HORZ GRID (U), HORZ CALC, Z= 0.0 ROOM REFLECTANCES: 80 / 50 / 20 (Ceiling/Walls/Floor) Computed in accordance with IES recommendations Statistics GROUP MIN MAX AVE AVE/MIN MAX/MIN (+) 2.64 11.21 7.55 2.86 4.25 Luminaires Used TYPE QTY TEST#. DESCRIPTION FIA 6 22158 PHILIPS DAY-BR!, HP232-1/2-EB, DAY-BRITE 4' HIGH PERFORMANCE, Shielding angle: normal 90, Pa LAMPS: (2), 1400 LUMENS, BLST:, LLF = 1.20 @15.00 Y-AXIS 48.25 -~ [~ ... ~ . + 46.25 (J.3,0 805 ,_ LJ I+ + + + + 44.25 t 90 3.78 5.01 6.65 840 42.25 ) 40.25 I 38.25 = I + 36.25 2 3.67 3. 4. 7 1i~ + 34.25· 4 <" < \7 :,~ ~"" 32.25 ,, + + + + + 30.25 7.83 6.92 5.91 5.12 4.50 -t09 3.97 4.12 4.56 S.22 6.10 7.10 8.09 8.94 'Plf7 9.61 9.52 9.44 9.42 9.41 .,. EFIA3 + ~ l+J ~ + ~ ~+2 ~ + st l+l J + ~1-~ ~ + = 28.25 6 3 8.57 9.27 ~.:iu 9.17 8.41 7.45 6.43 5.54 4.87 4.47 4.35 4.51 4.93 657 7.64 S.69 9~ iu::~3 I0.2 100 9.96 l(LI . + + + + + + + "'.:. . + + . + + . ":_ + + '.:. + , :: 6 ,. . ,, -., ., ' --. ,. r. -' .. --' -----... 26.25 ][ ll ll ll ][ 24.25 ll 22.25 20.25 ll ll ll ll: ll ][ 18.25 16.25 14.25 + + .,. + + .,. + + .,. + + + + + + + + + + + + + s.1, + 12.25 6 6 8.28 8.95 9.21 8.90 8.19 7.28 6.31 5.44 4.76 4.35 4.:20 4.34 1.75 5.43 6.30 7.28 -~2-1 9.05 952 9.53 9.28 8.94 8~57 -CFIA:3 ~ C) J ~ [.} J J ½d J £PIA;) ~} 1 + + + + + + . 10.25 6 I 8.60 9.29 Y.:n 9.25 S.51 7.55 6.52 5.61 4.92. 4.50 4.35 4.48 4.88 5.56 6.46 7.49 8.48 9.29 9.72 9.66 9.17 8.77 8.31 7.86 + + + + + + + + + + + + + . + + + + + .c + + + + 8.25 6 6 7.90 8.56 8.80 8.52 7.83 6.94 5.99 5.15 4.51 4.08 3.94 4.06 4.46 5.08 .5.91 6 85 7.74 8.48 8.87 8.79 8.37 7.87 7.30 6.77 6.25 l!: ][ JI: ll: ll ll 4.25 2.25 0.25 0.20 4.20 8.20 12.20 16.20 20.20 24.20 28.20 32.20 36.20 40.20 44.20 48.20 2.20 6.20 10.20 14.20 18.20 22.20 26.20 30.20 34.20 38.20 42.20 46.20 X-AXIS l= ·ri i 9.34 ,/ 9J I + FIA i 9.72 I '"l' 9 .. 9 + ~!'I' i 9.59 10.0 9.'.~ + + + 9.18 '.53 8.16 + ~ i 8.72 I ii! 6 8. 2 + !~3 8.41 7. 6 + + + 8.45 !.36 7. 2 + + 8.77 54 7. 2 + i 9.36 '· ~ 2 + ~6 '" = IO.I s.,s ' + oO ... I 9 ~ + + • I 1.0 10.8 9.,9 + • 11.2 11 I 100 + FIA 11.0 ~I 10~ I== + + I0.6 l,l.6 9. 6 + + . 9.96 .81 J + 9.18 . 7 ,. 0 + L 8.33 7. 9 6. 7 + + 7.43 6.92 6. 6 + + 6.31 5.80 5.04 C II 52.20 56.20 60.20 5020 S4.20 58.20 Page I '. 'CFS $TUD WALL SHOWN FOR REFERENCE ONLY MAS VEN~ER SHOWN I , I FOR REFERENCE ONLY--, .. ; .. .': 1 · .1--j I (j.). #6 AT TOP AS I I SHOWN (#4,@ SIM) . ,· . . I I I I #4 @ 1t' HORIZ. EA FACE (CENTER ONE REINFORCING MAT ----... @SIM). . 1'"RIGID.INSUL ·' CONOS.L:A:B ON ' · ngGK ~ SEE. PLAN .. SEE Pt:.AN ~ ·. L 2½x2½x¼ x. CONT, W/ ¾"~ x 6" HAS @ 1.6'' Si.AB ON GRADE" SEE PLAN VAPOR BARRIER -SEE GENERAL. NOTES -A!;..SO SEE 4/S~01 SEE PLAN~ @ TYPICAL 13ASEME~T FN;D;WALL. .· '. S201 . . . · · 'CFS SJ:UD ,WAb.L $!10WN · ; · . · · . ,: .. : _. ,_, · : , brawn BY'----DL.,_F, · Checked By --~ot~F, Date -~----,-"0=61.1=1,.,_,,_11 •-·-· <!) · CTA # . BKAW BILLINGS, 'fv!T (406)248'-74.55 C!ld fl!_!;): . ::-·. -::--.B~'A'S?~_1'. Fax (406)248-3779 ~ -' . PION!=:ER. :BLQOK Of:FICE BUILDING- , FOUNDATION· PACKAGE; HELENA,. MONTANA .. I DDENQUM 2 REF;SHE~#· s~m1 SHEET# S1 , •' · .. , .. ®, TRANSMITTAL LETTER PROJECT: Pioneer Block Office .Building 'Pioneer Block-, l;.LC Helena, Mi TO: E~gil Corpor~t,on PROJECT R~F.: bkbhiaw_100 DAT!;::. 6/17l11 9320 Chesapeake Dr; Ste. ,2©8 San Oie,goj CA 92123 If enclosures· are 110t.9s noted; please inform us. immediately. C/0 David Yao · ,If checked below,. please; CJ' Acknowleq~-~ 'rec~ipt of enclosure~. FROM: DaVi9 -French·, P.E. D Return enclos.ures-to us. WE TRANSMIT: FbRYOUR: - CE>PIES DATE 1 (.)/1!5/11 --~~--.. 1 6/17/11 1 6/17/-11 --.... ~ herewitb O ·under-separate Gover via: 0 in accordancewilh.yourt';3quest: 12] approvc;1I D information D D <;ir~winJJ$ tJ speoific;c;1fions D product literatli)re ---,,, 0 dis.tr1bution to ,parties 12:l reyi~w ~ comment 0 $hop drawing prints ti shop drawing teptoducil:>1~ ~ ether_. _. _. . ' -· ---·---~ ----· .. , 0ESCRIPTl0N Addenolllm 1, Geotechr;ti~al !::vc;iluatjon Report. .. Addendum .2 ofbetail 1/S2CJ1 , .. ··-. .,-····· -,, -.. .. 0 record .Duse ... ·-- Wall Calculations t1sih9 Seisrrric Earth Pr~ssures -- ... --~--,,, .. .. __ , ____ .. . -- -- ACTION CODE -·" Action A. Jlction ihdicated·on'item tran·srriifted~ 'D •. For signature and·forwardin g as note.cl below,unaerREMARK:S .. Cod$ S. No action required. O. FQr·signatur.e ~mct ret1:Jrn to this offi.®. , eOPIESTd: '0 FILE D D El 0 E. See REMARKS below. {with encl0sµres) ' ·0 .12?l D D .O; REMARKS; Analysis of the retaining watt's wJtii corrsideraffon of sefsmie for.ces for your revie,w. In response to your origirial cornmeint #3. · g:\bRbhlaw\corfespo'nder:tce\e?gilfr01.aoc !1.4~-Stoneridge D.i;i-ve :eQzerJlllP., Montana i9718 40~. 556, 7;1,0Q F~"; 4Q6. 58'5. ~O~l . · http://\vww.ctagro;up.com E-mail: info@cta~mqp.com Page 1 s June 1.5, 2o·J 1 Mr. Kurt Ratz ·CTA Architects Engineers Via.Email: kurtr@ctag:i;o4p;.com Dear Mr. Ratz:. Pr.oject 10-2675 Re:· Addendum 1, Geotechnical Evaluatiori., Proposed Law Office, Northwest Corner of West l 4th Street and N9rtb Last Chance Gulch, Helena, Montana As you reqµested, we are providing you an addendum to our geotechtrical report dated.April 27,201 l. :rhiS addendum Will address the use of lat~ra1 earth_ pressure parameters during a seismic e:vent. Seismic Lateral Earth :Pressures .. Our recommendations for estimating lateral earth pFessures against unba:lanced. buried walls during earthquake conditions are shown on the attached table and graph. The pr,essures weti;! calcpJated usiµg the MonoMl>.e-Okape method ·within )lie sof1ware pr,0,gram "Shori.ng Suite" by Civ.ilTech Software. The earthquake~induced ,lateral. earth ,pressure changes .depending on structure depth. It is our understandi'r).g_ tl:!e b11ildingf9undatiofl wall wJll be apptox:ima:tely 12 feet de~p: D11e to· fhe shape of the earthqtii!ke-induced ·Jater,al earth pressure, ,the coM€;Ft .o:f'equivalehtJhiid pressures.no fonger applies. T,hdnformatioh·ptovlded in the attached'.tableand graph defmes. the sha,pe of the pressure diagram used io Cfllctilate total lateral earth force. The e~qttal<:e pressure is de~ignated as "active/eq''' in the attached table and graph. Additionally, we l:).ave a:ttache4 t;he e&ttliquak.e.para::rp.et~rs w¢ µsed to develop the ,pre~sure diagi:l;l1h. The earthquake _patame~ei:s werep,rovided on the USG~ 11Dc;:s1gnMaps'1 website using the 20.i O ASCE 7 Standard. Ifyoµ ha;veany quesfi'ons regarding this adden4mJJ., please .contact Brett Wan:eIJ. .at (406) 65'.2'-3930. Refer tb our Geotecimical Evaluation Report dated April '17, 2011 0 for more·d~tailed recommendations related to the sH~ a:.itd.. gen¢tal reQo_mw.eMiiti(>xrs, Sincerely, Brett M. Warren, El Staff:Engjneer 4~¥~ GregoryT. Staffileno, PE 'R.evleWing Engineer Attach1nents (7) 'Bi.LUNGS i.G-ifi.abet 8oarf 1),6, !;lo,(. &0.\.9\l 'E\1111119,;, M'!; 591.08-0,;LQO Lp 406>'652.3930 F 406,652.~944 .s k .9 ~ o t e,c h n i.c a I. c. om. MiS~OU,i::A '-'104, W.hTppp_;rWJII Ofit,e iP:o. 'Box. 'iff~r.2:3 ·Mllill'<l\JI~~ 'MT 5-Q8E_:-6:J.23-· ·_ P 406, 7'?,J,,,33\)1, F49!? .. 7·24.6233 llJ61,}1l20FfbavfdFrench-Ad]lendu-i:ijT._pdf ~ ___ _. .. -.-., -·---"" . ._,_ -~-:-... -. , ' -·e~ Pr6jec;t: BKBH law Qffibe; North Last Cnance Gulch; Helena, Montana Project Nuinbilr: 1'0-2675 Description: Lateral Earth Pre.ssores, At0Rest & Aetive/Earthquake Soil Properties Soil Type: blean Sc1ndy Gravel, eompated to 95.¾ Soil Frictibn· Angle: 38 deg Sat Unit WeJght: 140 pcf !vlbist rWnit Weigh.It 135 pd Buoya!]t 'Unit Weight, 78 pcf Depth to G}l)h nla -ft 12ft Deep ·Structure .. l At Rest Case· · .'Active/Eq Ca!le Depth Pres.sure; , Dapth 'Ptessur~ {ft) (pst). i . :(ft)' (psi). '0 0 ·0 '336 12. ~q0, 1'2 7:44 Commehtary Siatic, 11\teral earth pressu[e·s· are indic;ated in these fi~µre$ fc;,r t!i~-At-Rest Condition. Earthquake cbnditiohs aredndicated in in these·,figure·s as'the ActiiJe/Eq qondit1on, We usecj ttie-Morionobe-bkabe ap·proacli -l'{hich is based· on the acflve ~se·1pius a ·horizon.tai ground acceleratlon,.using· -St:roring Soite Version 8. ·g £1 C. ,a,. C Later.ii' earth, Pre$sures: Structures -1W D.eep 0. ' \\ 2 \ ------At~Rest \ 4 \ ........ _ Actlve/Eq \ \ \ ,6·. \\\ 8 \\1,. 10 \\ 12 \_ 0. 200 40.0· 600 800· Pressure (psij. '"Pe.sigrtMaps~' Detail¢d R~port ElJSOS noesignMaps.j' Detailed Report 2010 ASC:E 7 Standard (46.59529°N, 1.1.2,0'3425°W) Section il..4.1 ~ Mapped Ac:celeratiom Pai-c;lmeters From Figure 22-·1 -~ -·---~ ·-~·--- :From .Fi.gure 22-_2. ------------.-, --~--~~- Settion 11.4-,2 -Site Clas~ Page 1 ·of 5 Ss = O·.56 g The awthority .having jurisdicti~in (not tne ,t;JS$~), sit~-specific geotecJ1ni'Gal, data, and/o.r the def~uJt has classifies the stte as Site ·Class c;;, b?se<l;I or\ th"e site soil pr-op$'rtles b a¢tordance with Chapter to .. Table 20.3-1 $·ite-C:lassifiqitiori A. Hard Rodk NIA N/A ~---------···------·--··-----·--B. Rock\ 2,!?90 to 5,.0,00 fu/s N/'A N/A .,, ······ ... ----~---------·--'-=-......... ----·---·---------~------··----·----· ....... ··-·-c. Very dense soil and soft: rock 1r200 to 21:S0Q ftjs >50 >2,000 psf + ~-----.-..-...• -··· -.. ~--,·---~~-~~ •• --.----~-+ -~···-~~ ___ .,_ D. Stiff $oil <i;0d to 1,t200 ft/s · ;t:5 to 56 i,d0d:to 2,0d.Q psf ----~-,,. -~ .. -------· ..._.., _ _..__ ,.,. ____ --..... , ______ ....... _ ------~-.... ---.. ,,,...-,.,,_ ___ ~-.,--.~~ -,.,,_ -- E, Soft clay s9il <6QO ftfs -<i~ "'11,QOQ psf F. So11$' requirif;ig site response an·afysis in acco·rctance with Section 21.1 Any profile with nwre tMri 10 ft of sojl. havf ng the thar,acteristi<;s: • Plasticity index Pl> 20( • Moistl)re content w ~ 40°/':t arid. • Undrained shear str:engt(1 s., < S00 psf 'See Section '2-'0-;.q,l For sr: l!ft/-s = tl.3048 m/$ lll:l/-ft2 = 6.6419 kNim2. ~--. --------, .... _,,.._,.., ....... ------· ..,,-~---·-... ,...,.-·--~-. -. --·-·--·---~-~ .. ----_,.. __ _ https :l/ ge0hazards. us gs.gov/secure/ designmaps/us/r.eport.php?template=minimal&title= 14th+street, %2Cla... 6/15/2011 "De.~ignMaps" Detailed Report Page2 of5 Sectiori 11.4.3 ....,_ Sit~ Coefficients arnd Risk-Targeted 'Ma'X:imum Considered f;ar.thq~ake (M€:E5R) Spectral Response Ac;c~(~rati'on Pc:trar::neters Site Dass A B ·c D E F Site Class A B C 0 E F Taql$' il.4-1: Slte Cqeffitrient,F~ Mapped MGER Spectral· .Resp.ohse Acceleration Parameter at .ShJ·ort Period· -' - Ss ~ 0.25 8s = 0.5 Ss = 0.75 Ss· = 1 Ss ~ 1.25 0:$ 0.8 0.8 0 . .8 '0,.8 LO 1..0 t.O 1.Q 1.0 1,-2 L !..2 1.1. ,_:! LO L0 ---------.. " . --- 1~6 1.4 L2 1.1 1.0 2,5 L1 ;J..2 Q.9 Q:.9 'See Section UA. 7 Note: Use straJQ.hf-,,'iine inte.rpot_ation for intetrhe'dlate va[LJ:es of Ss· Fo.r S)t,e Class ;:: t and Si'= 0,$6,.F. ::: i.l'.8· 'fable 1.1.4':·2: Site Cqefficient F. Mapp-ed MCEi, Spectral Re$ponse Acce'.leration Pa-rameter at 1-.s Period ---,- 51 :5 0,1 s,. =:0.2 S1 = 0·.3 s~= 0.4 sl ~ o.5 0.$ 0.8 0.8 0.8 0.8 1:0 1.,0 -1.0 1.0 1.0 ,, 1.7 l..6 l 1.S 1.4 1.3 2.4 2.:0 1.8 1.6 1.5 ,'.LS fl.2 i .. 8 2:4 2..4 S<:1e Se¢ti0n 11..4-,7 Note.: Use .straight~line interpoJation for-interrnetf1ate values of S1 For Site Class = C,and S;;:: 0~16, F,::; 1.64 https;//geohazards:usgs.f!,0v/ secur,e/design.n:iaps/µs/rypor:t::php?template=minimal&title=14th+str~et1 %.2-0a... 6/15/2.011 ,) "DesignMa'ps''' Detaikd Report Equation (11.4-1): SMs = F.Ss = 1.18 X 0.56 = 0.66 g ·-~____...,._ ___ .,., ___ ,..,~ .. -,.--.. ---~-·~- E_quation (11.4-2): s~ction 1.1.AA -Des[gn S.pettn:il Acceteration Par-.ar.t'leters Eq.ifation (li.4--3): Sp? ~ % SHs = ½ X 0.66 = OA4 g ---·-·--------------- Equation (U.4-4): -------------~---·--..... -·-----~- Section 11 A.B -Design Response Spectrum Frein Fig_ure 22-1-2 . : i . ' Figure H.4-:l'l' b.esign 1Respon$'E? Spiectrum t < T0 : ·$~;: Si;is ( 0.4 + Q.6 t / T0) TD,:!> Ts T6 : S0 = SQS T~ <; T ~TL : $. : SOf / T f >TL, s.::; ~i'TL /'T2 : . )_. ____ ... -... r ·----·--··----. ---->>:~ . ' ' .,. I f : ~ ; ' -~ ' . ' ·' . ' ----- ' .. ' Perio-.J,T (sec) Page3 of 5 https://g¢ohazards. -usgs. gov/ s<::cure/de$igm:nap$/tis/rep0rLphp?template=m:inim.a:l&title= 14th+street, %2.0a... 6115/2011 ., "DesignMaps" Detailed Report Section 11.4,6 ~ Risk-Targeted Maximum Considered EarttiqJJa'ke (MCER) Response Spectrum The MCER·:R~$i:Jonse $]')ectrum is determined by ti:tu!tiJjlying the. design resp6Qse spe·ctr-um by 1.s. . , . ' . . . ' . ( ~ •' ' ' ,, !. 1' ·-·i··········· .. J········---~·········~--~ f • ~ ~ ; : ! ~ : : ,: ~, 1 I I --~ ' ' . ' ' .. ' . . ' if.,i:,.:0,4:0, J ..., • ~ 1.0 Period, T (set) Pa:ge 4 of5 h ttps :/ /~eoh:a4'ards.usgs.gov/sec;ure/ desigm11 aps/u:sfrepp:rt pl).:p?ternplate=minimal&title= 14th+stteet, %20a... 6/l 5/201 l '"DesignMaps"· Detail:ed Rep0rt Page 5 of 5 Section 11 .8.3 -AddJ:tio_nal Geotechni~al Irwestfgation .Report Requirements for Seismic Desigh Categories D through F From Figure 22.,.. 7 Eq1,1~tiqn (;11.8-i).; Site Class A B C D E p PGA = 0.2,3 g 1)ibte. q.a-1.: ~ife G:geffieient F""" 'Mapped Mtf Georrretmc Mean Peak Gro(Jnd Atcelerati0n1 PGA PGA $ 0.1 -0.B 1.0' 1.2 l..6 2,5' PGA = 0.2 o:s 1A 1.7 PGA= 0.3 b.8 1.0, 1.1 1.2 PGA = 0.4 0.$ 1.Q 1.0 1.1 .0.9 .PGA;:: 0.5 .0.8 1.Q 1.0 1.0 0 .. 9 Note.: Use st,r:aight--·lltie int~rpol'a'tion for ·iJ'.:lterr:nediiate values of'PGA httpsi/Y.ge,ohazards.u~gs.gov/se.Gu:re/des:ign:tnaps/us/repott.pbp?t~mpJa,te=mmirrrcD·&title=Mth+sti'.e:et;%20t1;.,, · 6/l5/2:f)1 l J • , CT A Architects Engin·eers Botemari, MT Tit!e: Dsgnr: bescription : Scqpe: Job#· D,:!te; 11 :56AM, 17 JUN 11 Rev: 580010 • ' . . User,·~•0607.~89, Yerif8,0,,1·~o.~-20Q$ ,concrete Rer.tangtiliar & Te·e ·Beam De.sigrt ,. Page 1 (c)198~,2.ooe, ENEBC:ALC En91neenng,SQfty,arf! .. · • ·. . •· v . ·: .. · ... . ......... ·. .. . . .. .. ·. ·. . .!J~pl)Ja_y;\e~:!,aicuJatlons Descrip~ion 8" w1;1II section. under seismic soil pressures , Generctl lnfor.m<!tion Span Depth Width 11.00 ft 8.000 in 12.oob ln Beam Weight Added hitem-9lly I Reinf_oroing .. · · · · · I ... Cod'e°"R,ef:ACI 3{?~02; ~997 l:JBC, 20()3 IBc,:2003 NFPA 5000 .,. . . 'fc · 4,000 psi fy so,bbo psi epncrete'Wt. 1'.45,0 pcf Seismic Zone b E;.od Fixity Pil'IO!>cl-Pinned -Live Load act:s with Short Term Rebar @Center of Beam ... Rebar@.Left End of-Beam ..• Rel;lar@ RightEnd·ofBeam .. -. Col!nt Size 'cl,' from Top Count Size '.d' from Top • ·Count Size 'cl' Jrom Top ~ 2 ~ aoo~ #1 !n. . #1 ip Note: . Load £:'cforing .supports' 2003 IBC and 20Q3"~FPA $Ci0b'1by Virtue of their•referenees ·to ACI.311:W2 fdf co'rtcrete des@n·. ' ·Factoring,of' entered loads to ultimate loads within· ttils program is.according to ACI 318-'02 C.2 I Trap~zoidal l,.o·a<:f_s. Drit ii-1' DL@.l,,eft ,DL@Righ1. · Summary k/ft k/ft LL@.L.eft . l,L@Rig'11 Span"" 11.00ft, Width= 12.00in Depth = s~omn Maximum Moment: Mu 12.26-k-ft Allowable Moment: Mn*phi 21.18 k-ft' Maximum Shear : Vu Allow.able Shear : Vp*phi Shear Stirrups ... Stlrf1!p Area'@ Section 0,440 in.2 Regiqn · 0.000 · Max:. Spacing Not Req'd Max Vu 3.719 ,t35k 38.71.k $T·@Left ST CW Right Maximum Deflection Mi;ix Reacti9n @ !,.eft Maic Re.acti0,n @Right . b.;36(? kift, 0.744 k/ft St1:1rt End' 0,000ft 11.000 ft Beam Design OK -0.3068 in 3,24k 3.93 k ~-16.7 Not.Req'd 3.025 I B~n(ling:·& Sh.ear For~~-~·u.m~~!Y A ~;8qq NotReq'd 2.998_ 3;667 NolReq'.d 1,,64,3 .... - 5.500 NotReq'd 1-.,306 ;# 7,33~ N6t.Req'.d. 1,306 11 ·ws-, 1 moo ft 3.6uo in .<k'347 ~ Bendtn:g ... @Center @ ~eft End @Right End Shear ... · @LeftEnd @.Right l;nd T D~flection · Deflectforis... 1 Ql,.+[Btn Wt] DL + LL+[Bm Wt] !Vint<Phi 21.18-k-ft O,OOMf 6.00 k-ft Vri*Phi 7.74·k ;38.711< DL + .LL + ST + [Bm· Wt) Reactions, .• DL·+ [Bm Wt]],. DL + LL+ (Bm Wt] 0L + LL + st + [Bm Wt] Mu, Eq. C,-1 2.05 k,fl: . (),00 k~ft 0.00 k-ft Vµ,:Eq, C-' 0,'68k 0.671< L . . _. uowara 0,0000 'in at 0,6000 in a~ o:,ooooin at . @left. . 0.,532 k. 0.532 k 3.238 k 0~0000 ft O,OOOO·ft O;OdOOft: Mu, Eq. C-2 . 8.48 k-ft 0.00 kit: 00.00 k-ft vu, Eq. c.; 2.5g:k 2.99 k Mu, i;q. C-3 12,26 k,ft 0.00.k•ft -0.00 k-ft Vu,.Eq. C-1 3.72 k 4,35k -0,0173 ih at 5:5000ft @ Right b:532 k 0.532 k · 3.931 k ~0.0170 in at 5:50Q0ft -0.3b6B in at -5.Stl40ft t ' • . CTA.A:r'chi~ects Engineers Soieman, MT title: · .psgnr~ -bescrrption : Deserlp.tiori 1twalr section under$efsmJc sof! pressvres I S~~tic,n, A_na1Y.$i~ • Evjlluate M.oment, C~pacity ... X : Neutral -Axis . cl = peta *· Xneutrpl ·Compression ih Cohc~ete ~JJfTl [$teel·comp. forces) Tension,ih Reinforcing Find Max As'fot' Ouctile Faflui:e ...• X~Balariced Xmax = Xbal'* Oi7'5 a-max :::: beta * 'Xbal Gotripressiph in CQr:icrete sum :[Steel ·Comp Forces} tota1·compressive force AS Max= Tot Force/ Fy Actual Tension.As I AddiijQ~~i Defie~tion Cal~~ I Center 1;q20•ir:i 1.292 in 52:714 k 0.000 k ~q2:800 k 3.551 in 2.663,in 3.01siii 9~:igl ~ 92.362 k 1.53.9 in2 0,81;!00K tNi Mer' -. Left End· 6.600 in ·.0 .. QQQln 0.000k 0.000k, 0,000k 0.000 in 0,000·in 6i6tro Iri .0,00Q'k 0.000.k 0,000 k O.OOO'in2 0.000·01< Ms:Max DL +LL . Rf=trvis:DL+LL)/Mcr Ms:Max DL+Ll+ST Job# Date; 11:'56AM, 17 JUN H · .Pa,M i 'bkbbiaw.ecw,Calc.4.[atioiii; RightEnd O.Obo·1n. 0:00.0 rn O.Odo·k O:OQOk 0,900 k 6.0QOci.in 0:000 in ·o.ooo rii ·O}:l60. k 0;066 k 0.000 k 0;l;J00 in.2 0,,9000K Neufr.al Axls !gross .!'cracked. .Elastic Mddulus Fi'=' 7.5 * fc11.5 ZcCr?cking :H4.0in 512.00 in4 144,68 in4 3,605.0 l<si M4,342 psi 126.766 !vin RZ = (Ms:DL +LL +ST)/Mcr Lieff .•• Ms(DL +q .. ) . l:eff .... Ms(DL +LL +ST) 5.06 k•ft 9,:88 k-ft, 0$12 9,!37Mt o:sti 19'4,0l40 in4 194-105in4 ',Ac;a·F~ctors (perACI 3'.18~02, ~p~li~ fnt¢rn/;!!ly·t6 intilred loads)_' AC! C,,1 8;· t>i DI,,. f.400 .AGIC-2 Group Factqr . AGI C,4 ~ C-'2, LL, 1. 700 ,.ixa, C-~ .Dead L9ad Fa9tor. AGI C'-1 & C·2 'ST 1.100 ACI C-3 Short T ~rm Factor ., ., .. seismic= ST'* : 1.100 ~i:'.75(f' 0.900 1,300 'Add''i""1.4" Factoff6r Seismic Add"! "0.9"F1:1ctqr·fi!)r S!:lismic 1.400 0.900 , ~TA Architects Engineers. Bozern.an., II/IT ·Title: Dsgnr: Description : Job#. Date: 1'1;S!3AM, 17 JUN 11 Rev: 580010 User:'KW-0607989'. ',ler~.s:o,·1-Nov-2006 Con. c_re_te Reeta,ngu'lar-&_ ... fe_··e· s.· eam.:. Desi·~. n: (c)198;3,20Q6. ENERCALC Engineering 'Software · · · · 'Page 1 ,b~bhJaw,ecw:GaiculaUons Des.;;riptipn 12" wall section under seismic soil prE:;!SSlilrE!s· · Gene_:ra_l lnfc;mn.ati~m _ Spa·n !:1epth wrdtn 11.00 ft 12.()00 in 12;000 iii Beam, WeiQ_ht Addedlhterr\ally I R~inforc_ing . _ .. .....am ¥OH. · re 4,000 psi · Fy 60',000 psi 'epm;;reteWt. · 11'45:0·pqf $eismic·Zon'e o '!~ncl Fixity PinnechPirmeg L:iY.8'1.:.Q'cJd acts with Short ferm 'Rebar·@·C'enter pf Be.am,., ,Repar,@L!i.ft !:;r;id of!3e~m; .• R,ebar-@Right E;rld.of·Beam ... Count Site 'd' :1r.orn :rop· Count S)ze. 'd' from. Top Cc;iunt Size ·•a• from Top #1 1 6. 2.00in. #1 in #1 in #2 1 6 10.00:ln _ #,2 __ I Load Facto~i.n~ -_ . _ ' • 9 p :/!:2_ in Note: load 'factgrih_g supp(jrts. 2ooi IE3¢·ancf ZOO$ 'NFPA 5000 l:iy virtµe:of toe.fr, referenCf!S to AC! ~1 ~'Qi for cpnqrete design. Factoring (jfentete'd l0ads't0 ultirri'ate loaaswithin t.his prog'ram is:accqrdin~rto ACI· 318-02 C.2 J Tr~p~zQiq.~! l;.ga~~ ·,mtS: #1 DL@Left 'DL@gjgh1 t.L@Left. LL@Right iiMWiilt ST'@Leff .ST.'@.Righ1 ·-0,366·1</ft 0,744 k/ft Start Q.Q00 .ft 'End 11.000 ft +, I · Su,imra,ry · .1 Be~m'D~ign CJK Span= 11,001}. Width= 12,QOih [1t3p\b = 1-t0Oin Maximum Moment:Mu 12.92 k-ft Allowable Moment : Mn*phi 20.81 k-ft Maximum She'ar -t V1J 4,28 k Allowable Shear::Vn*phi 12.90 k She<iJr Stirrups •.• Stirrup Area @Section Q.440 ln2 Region . 0.000 Max. Spacing Not Reg'd M?.~V\! 3,741 eendilig.,. . ' @Center @left.End @Ri~hf.End Mn*Phi 20.8'1 k-ft 0,00 k-ft o:oo k-ft Vn*Phi 12.90k 12.90k 1.833 Not·Req'a . ·3,Q69 :M.;pcimum Deflection Max:RE;?ac\ion @ Left Max:Reacfio~.@ Ri_ght 3.6,67 · 5.500 Not Req'd Not Req'd 1.743 1 .. 31;34 .- Mu, l:q. C-1 3.071<-ft .Q,0CJ"k-ft 0:00 k-ft 7.333 Not Req'd' 1.384 !UN> MY; Eq, C,~ 9:2'4 k-ft 0.'00k-ft -i'l:do k-ft -Vu, Eq, G,! -0:0370 in 3i!i0:k 4,20'k 9.167 NolReq'.c! ~-184 11.00Q ft Not.Req'd in 4.:234k Niu, Eq. ¢:.$ 14.92 k-ft 0,00 k-ft' -o:Oci k:.ff Vu; Eg.·Q.~ 3.74'k · 4.23k .J: Sh.ear ... @LeftEnd @Right End· I Deffecfi'gn . . riMIHiWri { 14 Vu, !=q. C.! 0.96 k 0.:95 k. 2.70k 3.01.k. Iii iii& LWi um: ··-.... J· ,Pe.flectjons ... Dl,. +.[Brn Wt} . DL +'LL:. +.[!3m Wti DL + LL. + ST + [B'(rj Wt] Reactions ... oL + [!3m wtu DL. + LL + [6m VVtl DL +LL. +ST+ [Bm Wt] Upward. 0,0000 in a,t · 0.0000' in at' o'.oqoo in <=it- @ Left 0.797 k 0.197 k 3.593 k o;.O'ooo-tt o:o:ooo·tt 0.0QQ0:ft, . .@Right· o:797 k 0:797'k 4.196 k Downwari:l -0.0077 in at 5.o0Q0'ft. •0:'007:t in · ·9f .. 5.SPOQft 00.0370• in ,at · 5;5lt40ft , PT A Architects Engineers Bozeman, MT Title: Dsgnr: Description : St;-PP!:!: Rev: 580010 · . -· . Job# Date: 11:56AM, 17.JlJN 11 .Page 2 User,KW-0607989, Yer'S:8.0, J-Noy-2Q06 Concrete Rectangular.& Tee ,Beam Design (c)1983:-?.006 E"!ERE:ALGE!lgmeeDng Soflwa~,_ .-. · : . . • • . ... . .... . .. : .. •. : .•.• • .· .. ·. · ·". _: .. · . . .b~bhlaw,ec;w:Gal!'ulatlons : ·De~cr.lptron t2'' wall section underseismic soil pressures I S~c~ion An:!i:sis. ' --· -iiiiii! .... Evaluate Moment Capacity .•• X ·: Neutral Axts a= beta* Xneutral Compression irr Concrete SL!ni [Steel comp, fq~ces] tension in Reinforcing find Max As for Ductile Failure ... x~salanced Xmax = Xbai * 0.75 a-max= beta: * Xbal c;:omt>rE;ssion in c9ncrete Sum [Steel Gomp'Forces] Total, Compressive' Force AS Max= Tot:Force I Fy Attual TensiorLAs N~CJU'f:lJ Axi$ [gross l9rackesJ. Elastic Modulus Fr = 7.5 "fc".5· ~,Cr~~king . Z:cracking ,:,., 145 .: Interior Only ! Eff. Flange Width ' ' ,., Center 1.325 in 1.126·in 45.951 k Q:0Q0 k -45.901 k 5.918 'in 4.439 in. 5.0:3'.1 ih '153.937 k 19.536 k 113;473 k . a 2.891 1n2 0.8800K .2.140 in 1,728.00 iii4 257,94'in4 3,66s:o ksi 474.342 psi 1 t?~.433 klin 12i00 in ACI FactQrs (per ACI 318°02, applied internally to entered l<Jads) ACI0-1 & C-2 bl 1:40'0 . ACI C~2Grdup Factor Mer Left End o~ooo In 0.000 in · 0.000 k 0,000 k 0.000 k 0.000 in ·o:000'in o.cioo ih Q.00Q ,k 0.000 k 0.000k · '0;000:iri2 9.000 OK Ms:1\11al'; DL, + LL R1 ={M$;PL+-LL)/Mqr Ms:Max DL+Lb+S;i" R2 = (Ms:0Li'.LI,. +ST)/Mcc ),$ff .•. fv1~(Dl,.:+Lq: . .1:eff ... Ms(DL:+LL +'ST) ACI C-1 & C-2: LL 1-700 ACI C-3 ·oead Load Factor 0.750 0:900 1.300 ACI C-1 & C~2 ST 1.1 Q0 AC! C-3 Shi,xHerm F~ctor .... seis.rnic =-ST*: 1.10.0 . RlghtEhd. o.bdoiri. 0,000 iii 0,000 k 0:000 k ci,ooo k o .. o~:09Jn 0.00Q in '0.000 in Q.Q0Qk 0.000 k ,0;000 k 0.000 in2 0.000 OK 11,3\l k~ft. '10.61 ko'ft 1.073' 10.60 k-ft t.074 ,1,:128.opo ir,i4 1J28.000 in4 Add"I "1 .41' Facto.r for Seismic Add"! "0.9" Factor for Seismic 1-AOO 0.900 I J ... -{;TAArchitects En~ineets Bozem~n, MT Title:· Dsgnr: Descriptron : Sc9pe: 1.2•i wali sectiQn under selsniJt soil pressures f~-~-i 6----jjft 6 'Rmax:,; 3.503k ·Vu-Max'=S.j'41k· Mu:Max: 12.ll2k-fi ornax = 0.037Q!n :o····.~ .. ·o······ :--.·LI:· .. ·· . . Beam Sketch' t ,,b .... Job:# Date: 1'1 :56AM, 17 JUN 1'1 Page 3 bkbJJlaw.ecw:Calpulalions BeRdl/lg Momeni (k•ft)· ,$tresses forACl C-2 C~mbination· ...... RECOMMENDED FOR APPROVAL BJ...1DG. DEPT COPY Page: 1 of 2 Daryl K. James & Associates, Inc. 205 Colina Terrace Checked by: Anne Marie Bland Date: June 27 2011 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: DGA JURISDICTION: Carlsbad Fire Department PROJECT NAME: ISIS Pharmaceuticals PROJECT ADDRESS: 2280 Faraday PROJECT DESCRIPTION: CB110885 Hazardous Materials Report/H-3 & H-4 Improvements INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments. • Please direct any questions regarding this review to: Anne Marie Bland 760-434-7885 or ambland@pacbell.net • CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (EsGil) COMMENTS MUST BE SUBMITTED DIRECTLY TO: ... • ANNE MARIE BLAND 4380 CARMEL DRIVE CARLSBAD, CA 92010 COMMENTS A-000 Cover Sheet Governing Codes email to: twells@dga-sd.com gbryce@isisph.com ~Project must comply with the 201 0 California Codes. A-002 Code Compliance Notes Fire Notes fJ\/isible hazard identification signs as specified in NFPA 704 for the specific material contained shall be ,elaced at the exterior entrances to the storage room. Add this note to the plans. ~Fire sprinkler system must be upgraded per the Hazardous Materials Report. Plans and calculations must be submitted to the fire department for review. Add this note to the plans. ~Manual emergency alarm system required in the storage room per the Hazardous Materials Report. Plans for the emergency alarm system must be submitted to the fire department for review. Add this note to the plans. ~1 ½ inch hose line connections shall be provided in the storage room in sufficient number to reach all liquid storage areas. Plans for hose connection supply must be submitted to the fire department for review. Add this note to the plans. A-210 Construction Floor Plan ~Standby or emergency power system required for mechanical ventilation system, emergency alarm system and other electrically operated treatment or containment systems. Provide a description of proposed emergency power method. ... .... Page 2 of 2 Automatic Spill Control Retention Barrier ~Provide a letter from the fire department for approval of the proposed Blobel BL/BED spill control system. Copy this letter directly on the plan sheet. M2.3 Mechanical Exhaust Ventilation System ~Required exhaust ventilation in the storage room must operate continuously. Add this note to the mechanical plans. f1A manual shutoff control shall be provided outside of the room in a position adjacent to the access door to the room or in an approved location. The switch shall be a break-glass or other approved type and shall be labeled: VENTIAL TION SYSTEM EMERGENCY SHUTOFF. Add this note to the plans and show location of proposed shutoff switch. r-- Daryl K. James & Associates, Inc. 20q Colina Terrace Vista, CA 92084 CORRECTION LIST Page: 1 of 2 Checked by: Anne Marie Bland Date: May 16, 2011 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: DGA PROJECT NAME: ISIS Pharmaceuticals JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2280 Faraday PROJECT DESCRIPTION: CB110885 Hazardous Materials Report/H-3 & H-4 Improvements INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. 11 Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments. • Please direct any questions regarding this review to: Anne Marie Bland 760-434-7885 or ambland@pacbell.net • CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (EsGil) COMMENTS MUST BE SUBMITTED DIRECTLY TO: • ANNE MARIE BLAND 4380 CARMEL DRIVE CARLSBAD, CA 92010 COMMENTS A-000 Cover Sheet Governing Codes email to: twells@dga-sd.com gbryce@isisph.com o Project must comply with the 2010 California Codes. A-002 Code Compliance Notes Fire Notes o Visible hazard identification signs as specified in NFPA 704 for the specific material contained shall be placed at the exterior entrances to the storage room. Add this note to the plans. CJ Fire sprinkler system must be upgraded per the Hazardous Materia[s Report. Plans and calculations must be submitted to the fire department for review. Add this note to the plans. CJ Manual emergency alarm system required in the storage room per the Hazardous Materials Report. Plans for the emergency alarm system must be submitted to the fire department for review. Add this note to the plans. o 1 ½ inch hose line connections shall be provided in the storage room in sufficient number to reach all liquid storage areas. Plans for hose connection supply must be submitted to the fire department for review. Add this note to the plans. A-210 Construction Floor Plan o Standby or emergency power system required for mechanical ventilation system, emergency alarm system and other electrically operated treatment or containment systems. Provide a description of proposed emergency power method. I • ' Page 2 of 2 Automatic Spill Control Retention Barrier o Provide a letter from the fire department for approval of the proposed Blobel BL/BED spill control system. Copy this letter directly on the plan sheet. M2.3 Mechanical Exhaust Ventilation System o Required exhaust ventilation in the storage room must operate continuously. Add this note to the mechanical plans. o A manual shutoff control shall be provided outside of the room in a position adjacent to the access door to the room or in an approved location. The switch shall be a break-glass or other approved type and shall be labeled: VENTIAL TION SYSTEM EMERGENCY SHUTOFF. Add this note to the plans and show location of proposed shutoff switch. KLAUSBRUCKNER AND ASSOCIATES 4105 Sorrento Valley Blvd. San Diego, CA 92121 i,p,1411 X l~•1nsv~-------... ··~-j:,...;.,.., __ 111:1!.l'llffl~------------- Januq.ry 14, 2011 City of Carlsbad -Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 RE: Isis Pharmaceuticals -2280 Faraday Avenue, Carlsbad, CA Occupancy Classification To Whom It May Concern: Tel: (858) 677-9878 Fax: (858) 677-9894 This letter will serve as an addendum to Isis Pharmaceuticals' Hazardous Materials Report dated December 2, 2010, prepared by Klausbruckner and Associates. Isis Pharmaceuticals is reclassifying their 2280 building from a B/S-2 occupancy to a B/S-1 occupancy. The S occupancy area is currently used for minimal storage of non- hazardous materials. There are no significant changes to the Hazardous Materials Report as a result of this reclassification. There are minor changes to the Egress requirements [Section 6 of the Report]. The following are the general egress requirements for a sprinklered S-1 Occupancy: • Per CBC 1005 and Table 1005.1, egress width components other than stairways shall be 0.15/occupanct. • Per CBC 1014.3, the common path of egress travel shall not exceed 100 feet. • Per CBC Table 1015, 1, one means of egress allowed if the occupant load for spaces with maximum occupant load of 29. • Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. • Per CFC 1027 .17 .2, dead ends through common path of egress shall not exceed 50 feet. Per CBC Table 508.3.3, there is no occupancy separation firewall required between a B and S-1 occupancy. Should you have any questions or need additional information, please do not hesitate to call at 858-677-9878. Sincerely, ~~ Hazardous Materials Consultant SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# <2,t 3 2 2.. 2--i HV# '2,1 -:] ))Q 2.. BP DATE·----~-- Business Name Business Contact Telephone# Isis Pharmaceuticals, Inc. Rick White { 760 ) 603-3519 Project Address City State Zip Code APN# 2280 Faraday Ave. Carlsbad CA 92008 Mailing Address City State Zip Code Plan File# 1896 Rutherford Rd. Carlsbad CA 92008 Project Contact Telephone# Rick White ( 760 ) 603-3519 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage '(including proposed project): 25 792 Occupancy Rating: H-3/H-4 1. Explosive or Blasting Agents 5. Organic Peroxides ~ Water Reactives Cl> Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards (3) Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: _7_/_1_/ 2011 Expe ed Date of Occup~}I· 8 /_1_/ 2011 (f r new construction!OfJ\~ing projects) YES NO 1. IZl D IS your business listed on the reverse side of this form? (check all that a ply). 2. D 1K1 Will your business dispose of Hazardous Substances or Mecjical Waste I any amount? , Will your business store or handle Hazardous Substances in quantities ·ual to or grea~iRl$rJ2,@g~~. 500 pounds 200 cubic feet, or carcinogens/reproductive toxins in any quantity? · 3. IKl D 4. ~- 6. J;. D D D D Ix] Will-your business use an existing or install an underground storage tan ? · Ix] Will your business store or handle Regulated Substances (CalARP)? DEH CASHIER f(SIJ- 00 Will your business use or install a Hazardous Waste Tank System (Title 2, CONF# V I · IZI Will your business store petroleum in tanks or containers at your t iii tR-a-tela~fitg§?"l&paei\y eqyaJ-tG. or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). .. 0-CalARP Exempt I Date Initials 0 CalARP Required I Date Initials D CalARP C~mplete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 1 O working days prior to commencing demolition or renovation, excE$t demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO Ron. fvfo...urnes (00 sd~-C.A ·jDV 1. D IXl Will the subject facility or construction activities inclucle operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http:f/www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 2. D Ix] (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at http:f/www.cde.ca.gov/re/sd/ for public and private schools ·or contact the appropriate school district). 3. D 1K] Has a survey been performed to determine the presence of Asbestos Conloining Materials? 4. D 1K] Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 5. D IZ] Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: Pharmaceutical research and development. Build out of H3/4 room for chemical storage. Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY ~LASSIFICATION:. _____________________________ _ BY: ___________________________ _ DATE: __ ~/ __ ~/ __ _ RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO APCO COUNTY-HMO APCO *A stamp in this box only exempts usinesses from pleting or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. 51p~1~ plovn chtck, i-l" 2.0-,(9{(_!} s~ l2.,/10/10 CountyofSanDiego-DEH-HazardousMaterialsDivision I I I I I 4105 Sorrento Valley Blvd. San Diego, CA 92121 ,\, KLAUSBRUCKNER ) ) l AND ASSOCIATES ~ ec me----::"::t-:r::t-n=-=--== t"""""'m11::::,::e""'""""""' ~·==-=....,..,.,-z:= ---~-z,..,..,.~t:nf-~-" rS --~~-m=-w-n,em:=~~-~- Tel: (858) 677-9878 Fax: (858) 677-9894 ISIS PHARMACEUTICALS (H-3/H-4 ROOM) 2280 FARADAY AVENUE CARLSBAD, CA 92008 HAZARDOUS MATERIALS REPORT Rev 2.0 April 4, 2011 J ] _J I l I 1 I 1 I I I _I ..._\\ KLAUS!3RUCKNER ) \) AND ASSOCIATES 4105 Sorrento Valley Blvd. San Diego, CA 92121 Tel: (858) 677-9878 Fax: (858) 677-9894 ISIS PHARMACEUTICALS (2280 LAB RENOVATION) 2280 FARADAY AVENUE CARLSBAD, CA 92008 HAZARDOUS MA TE RIALS REPORT Rev 1.0 December 2, 2010 CB110885 2280 FARADAY AV ISIS: 2,539 SF OFFICE TO HAZ. MAT STORAGE 'f(u/11 -To :p//l?J/ &,/t [s&tL .,_ Ftte..c._, w/ f/,4-Z. J'J,7/l'r!eEf'"";,-,; ~ ,4-pp. St4id (9,,-o/ t-U,I/ rau1.ew C~A.Jk/,o/Yll'a ~z;; .,.-- -/Jt1TI F 1 'j),::i a,J/. C7 n< , Syst, shads ,/i,,ut,,.d ,,/ ,4, ,/c. '=>}~ tt ~ to ~ I ~~ft:_, cs(q(I/~ £3/JA lll'Y\ . o/u;-/, 1 -tJ..NI OK acc£.fS/h,l,'j /.s.sc,_~. o,-, #( n!!Vt'ew. ' (,, /1 D /11 -{! t~ If: 10 'f'(AN / {Y.vNVJi: -/,s 8,&iL (rill £r 10__/l/ v.f<!--~ !J!fr'f((D-~ti) 66-iL (rµe.J-#-0 by~ ~ I >~In ~(yf '--U--,rf'-· T~ 1 { {bJ tPA--1[V/;) &qP -l4 -mt) °*1-~ --:,I 1:>j I\ (0$(,1L LJ..(l'\ JV( - l.; 2<o; \ ( t~cJ ~ 1II G\ · . 2' I\ a-\ I I WL I v--Mer ~--g; @ l"C. ' {9U.NJ\. "IL:' iV ~ , \ ~ ( ig 1 11 ITT -fl./ "'-' I ;yvPjA J;t~~ J:,{,WJ ~ di{-fG I ~Rf (( \S~~ .... ...; J. 0 Approved 'r-.. -' ll ~J A/\ Date By BUILDING ,JI l.11/Jfv!NV y'f{/,.,/11 /L4., PLANNING @-/0-/f, ~ ENGINEERING S'/;,./ l I FIRE Expedite7 y N S../~-ll t.u.., ,1 HazMat / APCD / Health V Forms/Fees Sent Rec'd Due? By Encina y N Fire y N HazHealthAPCD £/•Z-tr: I/ y N PE&M t.t-2%-tl y N School y N Sewer -y N Stormwater f./-,2.R-.// y N Special Inspection y N CFO: Y{(!9 LandUse: Density: lmpArea: FY: Annex: Factor: PFF: Y ( N) Comments Date Date Date Date Building ~q/,1 /pJ;;Q/e I 7/1.;;)..Jn 7-26-// Planning S/a/11 Engineering Fire "of'?/' I Need? ~ l)iJr,n.h. -¼-!'e ~-;\"" {y fe ~ ~ )(oone ,>,.('L IL ,Q f, W\ .41l I<,.( DDone DDone DDone DDone SW 0 Issued