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2855 GAZELLE CT; ; CBC2016-0072; Permit
r Commercial r Print Date: 05/07/2018 Permit No: CBC2016-0072 Job Address: 2855 Gazelle Ct Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2091202000 Lot U: Applied: 12/16/2016 Valuation: $194,160.00 Reference U: Issued: 11/27/2017 Occupancy Group: Construction Type: Permit Finaled: U Dwelling Units: Bathrooms: Inspector: MColI Bedrooms: Orig. Plan Check # - Final Plan Check # Inspection: 5/7/2018 9:48:32AM Project Title: Description: IONIS: 3000 SF LAB TO LAB INTERIOR TI Applicant: Owner: Contractor: DGA ISIS PHARMACEUTICALS INC <LF> B M GOOD & ROBERTS INC. CLAIRE HENDRY R-GAZELLE LP 2550 5Th Ave, Ste 115 2455 Impala Dr SAN DIEGO, CA 92103 17190 Bernardo Center Dr Carlsbad, CA 92010-7227 618-685-3990 SAN DIEGO, CA 92128 BUILDING PERMIT FEE $2000+ $757.53 BUILDING PLAN CHECK FEE (BLDG) $850.00 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 MANUAL BUILDING PERMIT FEE $30.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL . $55.00 SB1473 GREEN BUILDING STATE STANDARDS FEE , $8.00 STRONG MOTION-COMMERCIAL $54.36 Total Fees: $1,843.89 Total Payments To Date: $1,843.89 Balance Due: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction. 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 you have previously been given a NOTICE similar to this, or as to which the statute oflimitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov THE FOLLOWING APPROVALS REQUIRED PRIORTO PERMIT ISSUANCE: DPLANNING EJENGINEERING EBUILDING DFIRE . EHEALTH c:JHAZMAT!APCD (e City of 1635 Faraday Ave. Building Permit APPlicatio99 Ph: Carlsbad email: build ingcarIsbadca.gov www.carlsbadcb11Z, L AON Plan Check No.Cfc2O 1-1-00-72, Est. Value Plan Ck. Deposit Date't2 - Ii.0—I1 110/26/17 JOB ADDRESS 2855 GazelleCourt Carlsbad, CA 92010 4'-. ISUITE#/SPACE#/UNIT# 72mo7 102 - ii 17 CT/PROJECT# LOT # PHASE# # OFUNITS #BEDROOMS "S4' ENAr4T BUSINESS NAME CONSTR. TYPE 0CC. GROUP lonis Pharmaceuticals, INC.. 213 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) THE SCOPE OF WORK INCLUDES EXPANSION OF VIVARIUM ON SECOND FLOOR AND ASSOCIATED STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL MODIFICATIONS. ROOF MOUNTED EQUIPMENT AND SCREEN NO CHANGES IN USE TO THE EXISTING BUILDING. NO CHANGES IN USE TO THE EXISTING BUILDING. LABORATORY FUNCTION IS BIOLOGY, SEE INCLUDED HAZ MAT INVENTORY FOR CHEMICALS IN USE IN SPACE. PROJECT AREA 2,947 SF 2ND FLOOR EXISTING USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) ul FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS Lab .. 1PROPOSEDUSE . Lab YESD#. 'YES [:]NO[—] I YESJNO APPLICANT NAME - Primary Contact Wayne Sanders PROPERTY OWNER NAME . . lonis Pharmaceuticals ADDRESS . . 2855 Gazelle Court ADDRESS .. - 2855 Gazelle Court CITY . . , STATE ZIP Carlsbad CA 92010 CITY STATE ZIP Carlsbad CA 92010 PHONE 760-931.9200 FAX PHONE . (760) 931-9200 IFAX I EMAIL . WSanders@ionisph.com EMAIL . . info@biomedrealty.com DESIGN PROFESSIONAL DGA Architects - Claire He CONTRACTOR BUS. NAME Good & Roberts ADDRESS '- - . 2550 Fifth Avenue, Suite 115 ADDRESS 2455 Impala Dr CITY STATE . ZIP San Diego CA 92103 CITY - STATE ZIP Carlsbad CA 92010 PHONE 619-685-3990 'FAX I PHONE . . 760-598-7614 FAX I EMAIL chendry@dga.mv.com EMAIL - . kharreIlgnrgc.com STATE LIC. # C22219 LIC.# r 986915 I CLASS B CITY BUS. LIC.# I BLNR000141-12-2016 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, 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)). 0II3I3330 ®O@&1OO®O Workers' Compensation Declaration:! hereby affirm under penalty of perjury one of the following declarations: EI 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. II I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Lockton Insurance Brokers, LLC. Policy No. A1CW98931606 Expiration Date 10131117 This section need not be completed if the permit is for one hundred dollars ($100) or less. []Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in. addition to the cost of compensation, damages ovided - 3706 of e Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE o AGENT DATE — 015GO(90(00 0O00() I hereby affirm that lam exempt from Contractor's License Law for the following mason: El I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). [] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law doe not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). El I am exempt under Section ______________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. llYes lINo - I (have / have not) signed an application for a building permit for the proposed work. •. I have contracted with the following person (0(m) to provide the proposed construction (include name address I phone! contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address! phone! contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address! phone / type of work): - - .'PROPERTY OWNER SIGNATURE DAGENT DATE (3006)[OUG UW08 013OVD00 P00 000003000009000, O(OQGW@ 9000020 00167 Is the applicnt or futurbuitdinjdcLipant required to submit a business plan, acutely hazai'dous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? .Yes No is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? ,Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. - G® thwG?oø OU00003 12013130V thereby affirm that there is construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address 0@QW2 30020003(?0 - Icertify that I have read the application and state that the above Information is coned and that the information on the plans is accurate. I agree to comply willri all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRAN11NG OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 50' deep and demolition ornstrudion of structures over 3 stories in height * EXPIRA11ON: Every permit issued by the Building Official under the provisions of this Code shall expireby limitation and become null and void if the building or work authorized bysuch permit is not commenced within 180 days from the date of such permit orif the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). .APPUCANT S SIGNATURE - - DATE k STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. C E RTIFICATE .iF OCCUPANCY (Commer c i a Proj ects .s:r;irj Fax (760) 602-8560, Email building@CarlSbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME i------ -------------------. - --' OCCUPANT NAME r ADDRES$---------—------------------- BUILDING ADDRESS ------- -. ____ CITY ---- -'- 'STATE ------ ZIP CITY STATE - ZIP Carlsbad CA PHONE - -. - - -' FAX EMAIL . -- OCCUPANTS BUS. LIC. No. r DELIVERY OPTIONS ]PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) * - CONTRACTOR (On Pg. 1) - - ASSOCIATED CB#' - MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) - - - - - -- CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUcTION-,.. MAIL! FAX TO OTHERS - - ' - - -••- - - - . . -. - ''' - - - - -'----- - - CHANGE OF USE NO CONSTRUCTION APPUCANVS SIGNATURE - - - DATE - - - -- - -- -- - -- - - r. Permit Type: BLDG-Commercial Application Date: 12/16/2016 Owner: ISIS PHARMACEUTICALS INC <LF> B M R-GAZELLE LP Work Class: Tenant Improvement Issue Date: 11/27/2017 Subdivision: - Status: Closed - Finaled Expiration Date: 10/29/2018 Address: 2855 Gazelle Ct Carlsbad, CA 92010-6670 IVR Number: 857 - Scheduled Actual Inspection Type, Inspection No. Inspection Status Primary Inspector . - Reinspection Complete Date Start Date • . Checklist Item COMMENTS Passed BLDG-Building Deficiency 04/25/18, not ready - No BLDG-Building Deficiency Check EM/Illuminated exit signage & GFCI No . r protection. •. / = - .•.. - .' . . BLDG-Building Deficiency Not ready, need Fire Dept. sign off - No I BLDG-Building Deficiency Wrong code - No - BLDG-Plumbing Final . , No BLDG-Mechanical Final . No • . . BLDG-Structural Final 0 - No BLDG-Electrical Final . No - -. , •'-i.. • f- •. 05/07/2018 05/07/2018 BLDG Final 057103-2018 Passed Michael Collins Complete - . Inspection • . - Checklist Item COMMENTS ' Passed BLDG-Building Deficiency Yes - BLDG-Building Deficiency Check EM/Illuminated exit signage & GFCI No • protection. . BLDG-Building Deficiency • Not ready, need Fire Dept. sign off No -, BLDG-Building Deficiency • 04/25/18, not ready . .. No . BLDG-Plumbing Final . Yes BLDG-Mechanical Final . . Yes BLDG-Electrical Final GFCI protection & EM/Exit signage Ok . . --- Yes • ' BLDG-Building Deficiency Wrong code - No / - - - . - •: :' - • . C I . .•:I •_•. ._- _.i . . -, • ••. I. -.- * p - •,• F . - - • ' May 07, 2018 ) - • .• - - . Page 5of5 Permit Type: BLDG-Commercial Application Date: 12/16/2016 Owner: ISIS PHARMACEUTICALS INC <LF> B M R-GAZELLE LP Work Class: Tenant Improvement Issue Date: 11/27/2017 Subdivision: Status: . Closed - Firialed Expiration Date: 10/29/2018 Address: 2855 Gazelle Ct ' • Carlsbad, CA 92010-6670 IVR Number: 857 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS ' 'Passed - BLDG-Building Deficiency Not ready, need Fire Dept. sign off J ./ No• - t BLDG-Building Deficiency 04/25/18, not ready ' , No BLDG-Building Deficiency V*ong code . . . No BLDG-Plumbing Final ' -, No BLDG-Mechnical Final No BLDG-Structural Final No BLDG-Electrical Final . - , No 04/26/2018 04/26/2018 BLDG-85 T-Bar, 056197.2018 Failed . Michael Collins Reinspection complete • Ceiling Grids, Overhead - ' Checklist Item COMMENTS . ' Passed -. - BLDG-Building Deficiency -. Not ready . No BLDG-14 Complete electrical, need Fire Dept., .,,. No Frame-Steel-Bolting-Welding approval - (Decks) - BLDG-14 . , - No - Frame-Steel-Bolting-Welding (Decks) . - .. . I • BLDG-24 Rough-Topout - ''"" '' No - BLDG-34 Rough Electrical No BLDG-44 No - • , . Rough-Ducts-Dampers 04/30/2018 04/30/2018 BLDG-85 T-Bar, 056427-2018 Passed Michael Collins - ' Complete Ceiling Grids, Overhead Checklist Item COMMENTS . Passed BLDG-Building Deficiency Yes - ' BLDG-Building Deficiency - Not ready * ' No BLDG-44 I ' Yes Rough-Ducts-Dampers - - BLDG-14 -. - Yes Frame-Steel-Bolting-Welding • (Decks) .. - - ' BLDG-14 Complete electrical, need Fire Dept. - . No - Frame-Steel-Bolting-Welding. approval - (Decks) - BLDG-34 Rough Electrical Yes BLDG-14 No * Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout . . No BLDG-34 Rough Electrical ' t. ' No BLDG-44 ,• • No - -- Rough-Ducts-Dampers . • - . - . 05/03/2018 05/03/2018 BLDG-Final 056925-2018 Failed Michael Collins Reinspection Complete Inspection May 07,2018 • • , * Page 4of5 Permit Type: BLDG-Commercial Application Date: 12/16/2016 Owner: ISIS PHARMACEUTICALS INC <LF> B M R-GAZELLE LP Work Class: Tenant Improvement Issue Date: 11/27/2017 Subdivision: Status: Closed - Finaled Expiration Date: 110/29/2018 Address: 2855 Gazelle Ct - Carlsbad, CA 92010-6670 lVR Number: 857 ' Scheduled Actual - Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 02/21/2018 02/21/2018 BLDG-17 Interior 049300-2018 Partial Pass Michael Collins Reinspection Incomplete Lath/Drywall . - Checklist Item COMMENTS - . Passed BLDG-Building Deficiency - Hard lid at Rm 2342, 2362-2364, 2366 Yes BLDG-Building Deficiency Walls only at corridor Yes 02/22/2018 02/22/2018 BLDG-17 Interior 049528-2018 Passed Michael Collins Complete Lath/Drywall - - Checklist Item COMMENTS Passed - BLDG-Building Deficiency Hard lid at Rm 2375 ' Yes - BLDG-Building Deficiency Hard lid at Rm 2342, 2362-2364, 2366 - Yes BLDG-Building Deficiency Walls only at corridor Yes 03/21/2018 03/21/2018 BLDG-34 Rough 052361-2018 Failed Michael Collins Reinspection Complete • - - Electrical • . Checklist Item COMMENTS Passed BLDG-Building Deficiency No access No 04/20/2018 04/20/2018 BLDG-85 T-Bar, 055659-2018 Cancelled Paul Bumette - Reinspection complete Ceiling Grids, , Overhead - Checklist Item COMMENTS Passed BLDG-Building Deficiency - No. . - BLDG-14 No Frame-Steel-Bolting-Welding • - . - - (Decks) - - BLDG-24 Rough-Topout • No • BLDG-34 Rough Electrical , No • I BLDG44 • No • Rough-Ducts-Dampers 04/25/2018 04/25/2018 BLDG-85 T-Bar, 056035.2018 • Failed Michael Collins Reinspection Complete - Ceiling Grids, 1. • - Overhead • ' • - • Checklist Item COMMENTS - Passed BLDG-Building Deficiency Not ready No BLDG-14 , No ' Frame-Steel-Bolting-Welding - • - (Decks) ' BLDG-24 Rough-Topout - -- - No -' BLDG-34 Rough Electrical , • No - - ,•' BLDG44 - - • No - . Rough-Ducts-Dampers - - BLDG-Final 056036.2018 Failed Michael Collins Reinspection Complete Inspection May 07, 2018 - Page 3of5 Permit Type: BLDG-Commercial Application Date: 12/16/2016 Owner: . ISIS PHARMACEUTICALS INC <LF> B M R-GAZELLE LP Work Class: Tenant Improvement Issue Date: 11/27/2017. Subdivision: Status: Closed - Finaled Expiration Date: 10/29/2018 Address: 2855 Gazelle Ct Carlsbad, CA 92010-6670 - IVR Number: 857 L. Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector. Reinspection . Complete Date - Start Date S - - -- Checklist Item COMMENTS . Passed - - BLDG-Building Deficiency Wrong code - No - BLDG-Plumbing Final - - No BLDG-Mechanical Final S - . ' No BLDG-Structural Final - -. No S BLDG-Electrical Final . -. - - No 01/31/2018 01/31/2018 BLDG-17 Interior 047369-2018 Passed . Michael Collins Complete ' - Lath/Drywall Checklist Item - COMMENTS Passed • , . BLDG-Building Deficiency Rm's 23422362-2364,23662375 . , - . . Yes BLDG-Building Deficiency Screws at double sheeted drywall full height Yes . wall -, • 02/06/2018 02/06/2018 BLDG-17 Interior 047965-2018 Partial Pass Michael Collins .. Reinspection Incomplete - Lath/Drywall - . . . Checklist Item COMMENTS Passed BLDG-Building Deficiency Walls only at corridor - . Yes 02/08/2018 02/08/2018 BLDG-24 048399.2018 Passed Michael Collins. . - - Complete .: . Rough/Topout - . . - • Checklist Item . COMMENTS - . Passed BLDG-Building Deficiency See industrial waste/vent for mop sink at - - - Yes - Rm2365 02/13/2018 02/13/2018 BLDG-Final 048649.2018 Failed Michael Collins . Reinspection Complete Inspection - . S , Checklist Item - COMMENTS Passed BLDG-Building Deficiency Not ready, need Fire Dept. sign off ' . No • BLDG-Building Deficiency, Wrong code No - , S BLDG-Plumbing Final - , . - No BLDG-Mechanical Final - 5,, 5 No BLDG-Structural Final . ' No - BLDG-Electrical Final . No 02/16/2018 02/16/218 BLDG-85 T-Bar, c 049076-2018 Passed • Michael Collins . ' - complete Ceiling Grids, - S - Overhead • - - - Checklist Item COMMENTS ' Passed - . - . - BLDG-Building Deficiency Suspended hard lid at Rm. , - Yes - - 2342,2362-2364,2366, 2375. - - • , BLDG-14 , , , - Yes -• - Frame-Steel-Bolting-Welding - - (Decks) - BLDG-24 Rough-Topout - . - -Yes -• - BLDG-34 Rough Electrical - Yes - - - BLDG-44 - S - - Yes - Rough-Ducts-Dampers -- May 07,2018 -- - , - -- Page2of5 Permit Type: BLDG-Commercial Application Date: 12/16/2016 Owner: ISIS PHARMACEUTICALS INC <LF> B M R-GAZELLE LP Work Class: Tenant Improvement Issue Date: 11/27/2017 Subdivision: Status: Closed - Finaled Expiration Date: 10/29/2018 Address: 2855 Gazelle Ct - Carlsbad, CA 92010-6670 IVR Number: 857 Scheduled Actual - Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection . Complete - Date Start Date 01/11/2018 01/11/2018 BLDG-12 Steel/Bond 045607-2018 Passed Michael Collins Complete Beam - Checklist Item COMMENTS . ' Passed • ' BLDG-Building Deficiency 2nd floor deck repair Rm 2354,2366,2375 Yes BLDG-44 045790.2018 Passed Michael Collins . Complete, Rough/Ducts/Dampe - - rs . Checklist Item COMMENTS - Passed 2 ' ,t .. ...,., -•-. .-. - . . - BLDG Building Deficiency - Prelim duct sealing at Line M N & 9c",0 - ........................... - Yes I - 01/24/2018 01/24/2018 -.. BLDG-84 Rough 046710.2018 Passed Michael Collins . '.. - - Complete Combo(14,24,34,44) - ' Checklist Item COMMENTS . Passed -. BLDG-Building Deficiency Walls only at Rm. 2334, 2354, 2360-2366 & Yes 2375, see card - BLDG-14 . ., Yes Frame-Steel-Bolting-Welding . (Decks) BLDG-24 Rough-Topout - . - , Yes BLDG-34 Rough Electrical - . . - . ' Yes • . / BLDG-44 . Yes' Rough-Ducts-Dampers . .. 01/26/2018 01/26/2018 BLDG-17 Interior 046955-2018 Partial Pass Andy Krogh ' Reinspection Incomplete Lath/Drywall - . ,• Checklist Item , COMMENTS - . Passed BLDG-Building Deficiency Screws at double sheeted drywall full height - - Yes wall BLDG-21 046957-2018 Passed Andy Krogh ' - Complete Underground/Underf loor Plumbing . . . , ,• - '- . - Checklist Item COMMENTS , - Passed 'BLDG-Building Deficiency Top out vaste and vent • . Yes BLDG-22 • 046956-2018 - Passed Andy Krogh ' Complete -• . Sewer/Water Service - - Checklist Item - / COMMENTS ,. Passed -. BLDG-Building Deficiency Top out waste and vent . Yes BLbG-Final 046954.2018 Failed Andy Krogh - Reinspection Complete - Inspection ,-1 'I , • .- ., May 07,2018 - --' - . - , Page lof5 cr Development Services C1FIT f SPECIAL INSPECTION AGREEMENT Building Division 1635 Faraday Avenue Carlsbad B-45 760-602-2719 In accordance with Chapter 17 of the California Building Code the following must be completed when work being prformed requires special inspection, structural observation and construction material testing. Project/Permit: lonis Pharma. - Vivarium Expansion Project Address 2855 Gazelle Ct. Carlsbad, CA 92010 THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder Li (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print) V)&f(ItJ._. (First) (M I) (Last) Mailing Address: 29 Email:___________________ Phone: _76'03Z szy I am: .aerty Owner UProperty Owner's Agent of Record UArchitect of Record U Engineer of Record State of California Registration Number: Expiration Date: AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspectioN noted on the approved plans and, as required by the California Building Code. Signatu Date: CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder / owner-builder. Contractor's Company Good & Roberts, LLC Please check if you are Owner-Builder 0 Name: (Please print) Kellar S Harrell (First) (Mt.) (Last) Mailing Address: 2455 Impala Dr. Carlsbad, CA 92010 Email: kharrell@gnrgc.com Phone 760.598.7614 State of California Contractor's License Number: 986915 Expiration Date: 9/30/2019 I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. Iwill provideafinal report/ letter incompliancewithCBCSection1704.1.2prior torequesting fina inspection. 71 _ /14"Date: 10/26/2017 Signature: B-45 Page 1 of 1 Rev. 08/11 'I. SALEM engineering group, inc. DAILY FIELD REPORT. (Welding) SEG Project Number: 3-618-0006 - Site Contact: Dennis Project Name: Vivarium Expansion Project Location: 2855 Gazelle Ct Date: 4/23/2018 Day: Monday Weather: - WELDICONNECTION,TYPES AS Arc Spot Weld BG Back Gouge CP Complete Penetration Groove Weld FB - Flare Bevel Groove Weld FW I Fillet Weld W Puddle Weld PP Partial Penetration Groove Weld S Stitch Wel IE SS Steel Stud - BB Beam to Beam TA Tube Steel to Angle BC Beam to Column TB Tube Steel to Beam CC Column to Column PP Plate to Plate Deck to Beam T Tube Steel to Tube Steel GB Gusset Plate to Beam Joist to Girder GC Gusset Plate to Column EC Embed Connection Stud to Beam/Deck PB Plate to Beam Plate to Column Detail No. Weld/Connection Type - Member/Joint Type . - Location, - 'Accept Reject - .In Progress . Completes . Remarks/Notes, 21/S002 1/4" fillet 1/2"A36 platE Roof Equip Screen X . X ' 12/3002 1/4" fillet 1/2"A36plate X X Report: Observation of completed welds for columns and associated bracing in place. RFI 26 changes bolt connections to existing beams to 1/4' fillet welds. 1/4" fillet welds at end of each A36 base plate with former bolt holes filled complete Column to beam per RFI 27.1 complete. L4x4 angle to column and tube steel welds complete per details. L3x3 angle welds to existing beams for deck support complete per RFI 28 Time In Time Out Regular Time Over Time Travel Time Mi! 6:30 7:30 00 4 hrs To the best of my knowledge, the abov(s / Was NOT performed in accordance with the approved plans, specifications, an r tor e ments. Superint dent/Representative: . Technician: ,AAA.. rl IAk Michael DuTemple 8206178 Corporate Office 12809 Unicorn Rd., 11650 Mission Park '3850 N. Wilcox Rd., 2211 Fortune Dr., 4729 W. Jacquelyn Ave. Suite 103, Suite 108, Rancho ', Suite F, . Suite C,. Fresno, CA 93722 Bakersfield, CA 93308 Cucamonga, CA 91730 Stockton, CA 95215 San Jose, CA 95131 (559) 271-9700 (661) 393-9711 (909) 980-6455 ' .(209)931-2226 (408) 577-1090 (559) 275-0827 Fax (661) 393-9710 Fax (909) 980-6435 Fax (209) 931-2227 Fax (408) 577-1099 Fax 3420 C Street NE, Suite 304, Auburn, WA 98002 (253) 737-5992 (253) 929-6094 Fax ti SALEM enqineerinQ cirou, Inc. DAILY FIELD REPORT (Welding) SEG Project Number: 3-618-0006 -- Site Contact: Project Name: Vivarium Expansion Project Location: 2855 Gazelle Ct Date: 4/19/2018 Day: Thursday Weather: WELD/CONNECTIONTYPESi AS Arc Spot Weld BC Back Gouge CP Complete Penetration Groove Weld FB Flare Bevel Groove Weld FW Fillet Weld W Puddle Weld PP Partial Penetration Groove Weld S Stitch Wel IE SS Steel Stud BB Beam to Beam TA Tube Steel to Angle BC Beam to Column TB Tube Steel to Beam CC Column to Column PP Plate to Plate DB Deck to Beam T& Tube Steel to Tube Steel GB Gusset Plate to Beam Joist to Girder CC Gusset Plate to Column . EC Embed Connection Stud to Beam/Deck PB Plate to Beam - Plate to Column Detail No: ,WèldlCónnection Type_____ Memer1J6iiit Type . - -- - - Reject L&catiön - '. Accept Reject - - Iii Progress' - - - Cthpletet ' Remarks/Noes 21/S002 1/4' fillet 1/2"A36 plat Roof Equip Screen X 12/S002 1/4' fillet 1/2"A36plate X - Report: Fit up of columns and associated bracing in place. RFI 26 changes bolt connections to existing beams to 1/4' fillet welds 1/4" fillet welds at end of each base plate with former bolt holes being filled, Column to beam and tube steel welds in progress. AWS Certified Welder Mike Brodgen - Time In Time Out Regular Time Over Time Travel Time Mu 8:00 10:00 4hrs - To the best of my knowledge, the abovl7is /Was NOT performed in accordance with the approved plans, specifications, an r tor' e ments. Superintendent/Representative: Michael DuTemple 8206178 Corporate Office 2A9 Unicorn Rd 11650 Mission Park —Materials Testing& Inspection— —Forensicsi 3850 N. Wilcox Rd., 2211 Fortune Dr., 3420 C Street NE, 4729 W. Jacquelyn Ave. Suite 103 Suite 108, Rancho Suite F, Suite C, i Suite 304, Fresno, CA 93722 Bakersfield, CA 93308 Cucamonga, CA 91730 Stockton, CA 95215 San Jose, CA 95131 Auburn, WA 98002 (559) 271-9700 - (661) 393-9711 (909) 980-6455 (209) 931-2226 (408) 577-1090 . (253) 737-5992 - (559) 275-0827 Fax (661) 393-9710 Fax (909) 980-6435 Fax (209) 931-2227 Fax (408) 577-1099 Fax'. . (253) 929-6094 Fax LI SALE M DAILY FIELD REPORT engineering group, inc. SEG Project Number: 3-618-0006 Site Contact: Project Name: Vivarium Expansion Project Location: 2855 Gazelle Ct Date: 4/17/2018 Day: Tuesday Weather: Indoors ELD/CoNNECTIoNTYPESc AS Arc Spot Weld BC Back Gouge CP Complete Penetration Groove Weld FB FW Flare Bevel Groove Weld Fillet Weld 'IrW Puddle Weld PP Partial Penetration Groove Weld S Stitch Wel SS Steel Stud MEMBERJJOINTPES I BB Beam to Beam TA Tube Steel to Angle BC Beam to Column TB Tube Steel to Beam CC Column to Column PP Plate to Plate DB Deck to Beam TS Tube Steel to Tube Steel GB Gusset Plate to Beam JG Joist to Girder CC Gusset Plate to Column EC Embed Connection Stud to Beam/Deck PB Plate to Beam Plate to Column Detail No: WéldlConnectiàn'Meinber/Jojnt' Type Type Location Accept Rôjéct fr Progress: Comj,létè RmarksfNotes 21/S002 1/4" fillet 1/2"A36 platE Roof Equip Screen X 12/S002 1/4' fillet 1/2'A36plate X Report: Fit up of columns and associated bracing in progress. RFI 26 changes bolt connections to existing beams to 1/4' fillet welds Clarification needed for length of fillet welds and location. Current configuration allows for only fillet welds on each end of base plate only Time In Time Out I Regular Time I Over Time I Travel Time 10:00 11:00 4hrs 10 me best Ot my Knowledge, the abov7s I Was NOT pertormed in accordance with the approved plans, specifications, an Superinendent/Representative: Technician: Jo - - Michael DuTemole 8206178 Corporate Office 2UJ9 Unicorn Rd., 11650 Mission Park 3850 N. Wilcox Rd., 4729 W. Jacquelyn Ave. Suite 103, Suite 108, Rancho Suite F, Fresno, CA 93722 Bakersfield, CA 93308 Cucamonga, CA 91730 Stockton, CA 95215 (559) 271-9700 (661) 393-9711 (909) 980-6455 (209) 931-2226 (559) 275-0827 Fax (661) 393-9710 Fax (909) 980-6435 Fax (209) 931-2227 Fax 2211 Fortune Dr., Suite C, San Jose, CA 95131 (408) 577-1090 (408) 577-1099 Fax 3420 C Street NE, Suite 304, Auburn, WA 98002 (253) 737-5992 (253) 929-6094 Fax Good & Roberts, LLC general contractor colic.#98691s Request for Information 027.0014 - ' - - Standard Form - t - - lonis Pharmaceuticals C Wing Vivarium - Phase 2 Project # 17060021 Good & Roberts, LLC 2855 Gazelle Court Tel: Fax: - -, Carlsbad, CA 92010 - An C t 6éai'k TTEI1 - DGA Claire Hendry Good & Roberts, LLC Kellar Harrell - 2550 Fifth Avenue 2455 Impala Drive Suite 115 ,. Carlsbad, CA 92010 .. San Diego, CA 92103 LCRespondeñt I jAthoRI NiIerf -I - jjtT- -' ' oiiciithe , Mechanical Roof Screen Column Attachment - Structural Drawing Clarification - Clarification N41rffe-] C- tact Name) • • copiesjNotisr - . • LQ'UtOI "" • - .' -• . •'" - --. -. -ate Requirea4!i8I2o18] - RFI response 27 confirmed it was acceptable to weld in lieu of bolt connection at new column baseplate to TOS beam with. - %" fillet weld. Column baseplates were fabbed per detail 12 on S-002, 10" in length by width of top of beam flange, making a fillet weld impossible on 2 sides. Per phone conversation today with Bill Schell from GSSI, please confirm it is acceptable to weld baseplates the entire width of top of beam flange on 2 sides (5-5/8' direction) as well as puddle weld at - 4 bolt holes in column baseplates. . - - - • Lbetion-. .-'• ''•- , Wisw66 t- - DitiAWiW •,--'- •• -p. •. • , • . -, t - -- •- - - -, -.':'- • hi - - - • , •f 'i • t --,. I • • _j . -...- •, .- - • :, - •- -.,• I Prolog Manager Printed on 4/17/2018 goodandroberts Page 1 of 1 -I. - • . . •- - . • .. -- .' . • - - -- - -• '- hi . * - - I' Good & Robes, LLC Request for Information 028 I general contractor ca Iic.# 986975 Standard Form - lonis Pharmaceuticals C Wing Vivarium - Phase 2 Project # 17060021 - Good & Roberts, LLC 2855 Gazelle Court Tel: Fax: Carlsbad, CA 92010 IlLi}1; Date Created: 4117/2018 . 'A1iweredj,) -lLk6thordf6iApinV fAuthored. . 'I DGA Claire Hendry Good & Roberts, LLC Kellar Harrell 2550 Fifth Avenue 2455 Impala Drive Suite 115 Carlsbad, CA 92010 San DiegoCA 92103 [CoRespondeñt IfAuthorRFINu ,tr jbjèctt 1' I Roof Decking Supports Structural Structural - CtàtNá)L . . . '. -4/2 /2018 During the demo of the existing columns it was required to remove the base plates which were welded to the deck. During this process, decking was removed. In order to correct what was removed additiorial decking and decking supports will need to be installed at cut openings. Please advise if 3x3 x 1/4' angle can be used spanning the length and puddle weld to adjacent deck. -getionL.' - 1Anwerl- Date Answe d r'i] Provide L3x3x 1/4" angle perpendicular to the deck flutes, extend 3 lower flutes beyond opening and attach to deck with 1" fillet weld each side of lower flute. Or provide 2410 sms to each lower flute. .- . Omar Gonzalez, PE GSSI Engineers 4-19-18 -- - - . Prolog Manager Printed on: 4/17/2018- goodandroberts . . Page 1 of 1 I Cl I 4 H • - .- - I if Good & Roberts, LLC Request for Information 026 general contractor ca licJ9a69,s Standard Form lonis Pharmaceuticals C Wing Vivarium - Phase 2 Project # 17060021 Good & Roberts, LLC 2855 Gazelle Court Tel: Fax: Carlsbad, CA 92010 1Xnswer-Corripa;YI Answered By I lAuthor Company. Authored B, DGA Claire Hendry Good & Roberts, LLC Kellar Harrell 2550 Fifth Avenue 2455 Impala Drive Suite 115 Carlsbad, CA 92010 San Dieao, CA 92103 iço-Res Pon dent: 1 lAuthor RFI Number I IJect Discipline Category_I Mechanical Screen Architectural 'Alternate Routing fcc: CömpanyNaflie Contact Name Copies Notes LQuestiôn Date Required4l4l2o18J After some added coordination with Mechanical subcontractor& roofing contractor in regards to rooftop equipment platform, we are looking to propose a drip edge on 22ga. sheet metal cap similar to (E) metal caps on equipment curbs at lonis Pharmaceuticals rooftop installations. The proposed drip edge & sheet metal cap will cover the entire top of Exhaust Fans & plenum platform measuring 10-3 X 11' overall. Please see attached photos of similar conditions. The finish roofing would have a cant strip at bottom of platform edge as per detail 2 on sheet A-105C and terminate at top of -. platform framing. The 22ga sheet metal cap & drip edge will completely cover the platform eliminate the Fry Reglet as well as match similar installations onsite. Please confirm this is acceptable. I.géstion lAnswer Date Answered:] Confirmed March 30, 2018 Prolog Manager Printed on: 3/28/2018 goodandroberts Page 1 of 1 0 a %7;F " I ••-': ; -• .. - - - - 0 j i -;-- : Good & Roberts, LLC Request for Information 025 I grc1cirfor fr4f: - Standard Form lonis Pharmaceuticals C Wing Vivarium - Phase 2 Project # 17060021 Good & Roberts, LLC 2855 Gazelle Court Tel: Fax: Carlsbad, CA 92010 'ie - RFI #: 025 Date Created: 3/912018 7Awd Roe Ei DGA Claire Hendry Good & Roberts, LLC Kellar Harrell 2550 Fifth Avenue 2455 Impala Drive . Suite 115 Carlsbad, CA 92010 San Diego, CA 92103 [spccndent I Ijth6i o RFl Number I p - LLbjêtt.. ' •Diiliñe'i - Ctóiy'. I - Mechanical Roof Screen Architectural Drawing Clarification - . . •Cn.tNuie ••,,._ CpiNöts. I. [uestioni Date Required3116I2018I - lursuant to the most recent meeting and approval regarding the mechanical roof screen between DGA and the City of; Carlsbad, please provide a revised layout identifying any modifications to steel members and final height. -• [!jestion)- ' ., - S LAiswérL. DãteAhsie&1Tj -S * . .4 ': • See attached ' 3/13/18 ' .5.. - :. . - --. - S Prolog Manager Printed on: 3/9/2018 goodandroberts •; - - Page 1 of 1 LLt. q ti-7 (N) 412 RIPPED 0 PERIMETER iL (N) PIPE 3 STD DIAG. BRACE, TY. cl I 4x4 -'! (N) W5S3x3,c AY DIAC,. -RACE. (3 LOCATIONS) - - Li 14 x (N) 145544 - ....... 0-1 TY 040. T1P. _±7 { __j - PROVIDE (N)WS54x4 - 4x4 COL. - .- ................ ... s- ( (N)6722' aswi 0 COE5 (N) H554x4o 1\ TTP (N) SCREEN To (1A7C4 (E), TYP. SEE ACWt - . *•_ .5 , S S S S. gr Good &Roberts, LLC Request for Information 019 I * 91rc.1 1'oi)XrcTctor - - - Standard Form . — ionis Pharmaceuticals C Wing Vivarium - Phase 2 Project# 17060021 Good & Roberts, LLC :! 2855 Gazelle Court Tel: Fax: - " Carlsbad, CA 92010 RM 019 Date Created: 1/16/2018 A DGA ' 'ClaireHendry Good & Roberts, LLC Dennis Gamble 2550 Fifth Avenue 2455 Impala Drive ' Suite 115 • Carlsbad, CA 92010 San Diego, CA 92103 . • - - , "- — [Author, FlNbi ---1L_ 5•____• •,_ .5 • jIt r— Diipiine - — _, '• Electrical Sheet Discrepancies Electrical - Drawing Discrepancies ät Name - — . Sheet E3.2, New Power Plan does not match Arch & Plumbing sheets for plumbing fixtures & door IocatRns for instance in room's 2342, 2362 & 2364. Assuming A & P sheets are correct, please review E sheets & provide direction for power & - data locations that match A & P sheets. ' — —. .. — — -71 Revised electrical sheets toinclude: E1.4- Updated F2 light fixture specification to match lighting submittal Added fixture -. 'type F5 which was a owner request to have procedure lightfixture't only have'white lights • - and no amber. E3.1- Updated background to match architectural sheets. Per owner direction all procedure —' rooms to have white lights only, to be controlled by motion sensor. All holding and procedure rooms to be connected to circuit EL2-2. Added motion sensor to hallway where added door. Added new light switch to receiving room 2360 • - — E3.2- Updated background to match architectural sheets. Shifted all' power outlets and wall phone locations that are clouded to match revised layout. . - . • 5 JennyOechel, MPE Consulting01-25-18 r • S - -. .. - ... . • .55 - .- - S • •1, 1 • . -S.' ,. -, a. ' Prolog Manager - . Printed on: 1/16/2018 goodandroberts • • .' - , Page 1 of 1 • . • • S ••f55 . ... S. S •• • .5 - S S . • • . .- •. -S .. • .. . .5- - - . . '•5_ . S__• -- • .5 S 55 5 - - . -, , -.5-.. . _. . -• Good & Roberts, Inc Request for Information 005 I general contractor Standard Form - lonis Pharmaceuticals C Wing Vivarium - Phase 2 Project # 17060021 Good & Roberts, LLC 2855 Gazelle Court Tel: Fax: Carlsbad, CA 92010 I11l'I'1. Date Created: 12/1/2017 tAiAerConcpányr Answered By I ACoany? Authored Bj DGA Claire Hendry Good & Roberts, LLC Kellar Harrell - 2550 Fifth Avenue 2455 Impala Drive Suite 115 Carlsbad, CA, 92010 Sin Diego, CA 92103 [Co lsondnt4 . I Authàr RFI Numbei__ Ebiect .•' , - DisciliñI? - . - Mechanical Screen Wall Confirmation Architectural Drawing Clarification ' Naiiej Contact CoptisNtêt a . [Queionj 'Date Requid .12/8/2017J Details 3 & 4 on sheet Al 05 show Hardie Reveal Panel on the outside of roof screen wall. Per field coordination with Jack, . lonis does not want hardie reveal panels. There are numerous stress cracks in Hardie Board on existing screen walls on - - campus. Please advise how to proceed. , - . - • [jgestion' . . . . -. I believe that they would prefer a painted 1.5" decking similar to what they have on the new Gym with color to match Gym. -, EAiser/" .'•. , . . - . Per lonls preference hardie board panels will not be installed The color paint on the fitness center roof screen matches the existing paint color of the . .. hardie board on the existing building screen Claire Hendry 120417 4 .: . Prolog Manager Printed on: 12/1/2017 goodandroberts . . ... Page 1 of 1 I - -. t . . - . ' . S • •. - / 22 GA.GALV. SHEET MTh COPING TOP OF ROOF SCREEN ABUTMENT WALL METAL DECK TS POST WHERE OCCURS. SIDING [hF' SEE STRUCTURAL OWGS. GALV. HSS POST PE JEOVER 2 OAt ETAE15EC1t FIRE TREATED WOO IT STRUCTURAL RUN TO RECE FIBER ____BLOCKING CEMENTITIOUS PANEL BY EDGE DRIP CAP OF MTL FOR DRIP EDGE. EDGE TO BE FINISHED PER MFGR. TYP. TURN UP & ON TOP SEALANT APPLY BE SIDE DRAW BAND OF ROOF SCREEN I FOLLOW ROOF SLOPE DRAW BAND LEAD COLLAR, SOLDER ALL JOINTS ROOFING CEMENT BUILT-UP ROOFING SYSTEM PROTECTION ED. OVER RIGID INSULATION CONC. OVER METAL DECK BASE PLATE, SEE STRUCTURAL DRAWINGS 2' CONT. WELD STIFFENER PLATE, SEE FIRE TREATED STRUCTURAL DRAWINGS N WOOD AILER. EXTEND WIDTH OF NAILER TO FLASHING SKIRT BEAM PER PLAN RO SCREEN SECTION ,40 /2 = HANDlE - REVEAL PANEL SIDING PEEL AND STICK FLASHING OUTSIDE CORNER TRIM I REESU2IKGJ / FROM FRY REGLET J CHANNEL TRIM FROM FRY REGLET CONT. SEALANT ON BACKER ROD OUTSIDECORNERTRIM END TRIM ®HARDIE REVEAL PANEL OUTSIDE CORNER/END TRIMS 3 = 1 SALEM 11650 Nfission Park Dr., Re.'10'8 engineering group, inc. Fax: (909) 980-6435 March 31, 2018 Project No. 3-618-0006 Mr. Kellar Harrell Good & Roberts, LLC 2455 Impala Drive S Carlsbad, CA 92010 SUBJECT: SPECIAL INSPECTION & TESTING REPORT VIVARIUM EXPANSION PHASE II - C WING 2855 GAZELLE COURT CARLSBAD, CA 92010 Dear Mr. Harrell: At your request, SALEM Engineering Group, Inc. (SALEM) has provided special inspection and field observations for the subject project on March 28, 2018. The services provided included; welding inspection for the above referenced project. Daily summary reports for the subject project are attached. Should you have questions regarding this report or need additional information, please contact the undersigned at (909) 980-6455. Respectfully submitted, SALEM Engineering Group, Inc SS -, No. 247 Clarence T. Jiang cc Exp. 06130119 Project Engineer RCE No. 50233 / RGE No. 2477 41?oFc,.# - SAN JOSE, CA I STOCKTON, CA I FRESNO, CA I BAKERSFIELD, CA I RANCHO CUCAMONGA, CA DALLAS, TX I DENVER, CO I CHARLESTON, SC SALEME DAILY FIELD REPORT - engineering group, inc. - SEC Project Number: 3-618-0006 Site Contact: Project Name: Vivarium Expansion Project Locatioli: 2855 Gathllé Ct Date: 3/28/2018 Day: W&dneiday Weather. Indoors - WELD/CONNECTION TYPES AS ArcSpot Weld BC Back Gäiige CF .Cthnplete Penetration Groove Weld FB Flare Bevel Groove Weld FW Fillet Weld W Puddle Weld - PP Partial Penetration Groove Weld S StitchWel SS Steel Stud MEMBER/JOINTTYPES BB Beam to Beam . TA Tube Steel to Angle BC Beam to Column TB . Tube Steel to Beam CC Column to Column PP Plate to Plate DB Deck to Beam TS Tube Steel to Tube Steel GB Gusset Plate to Beam jjG Joist to Girder __GC_. Gusset Plate to Column EC Embed Coruectioñ - Stud to Beam/Deck PB Plate toBeam - • Plate to Column Detail No. Weld/Connecttn Type . MinbexfJoint .. Type ... Lâèatio.. Accept - Reject In Progress .Comj,lete n arks/Notes - 7/S-002 1/4" fillet .W10x22 7-8&N X - - X Report: Knife blades to beam connection per detai7/S-0021. 5 beams added at lóation with connections at both ends. 1/4' fillet welds. 2 additional channels addé at roof opening. Size and conformance to AWS standards and plans. - AWS certified welders Mike Brogden & John Dickie . . . Time In Tthte Out - Regular Time Over Time Travel Time Mu - 900 1030 4hrs To the best of my knowledge, the above Was / Was NOT performed in accordance with the approved plans, specifications, an to e ents. SuTpermtendentIRepresentative: Technician: 41ft4 Michael DuTempile.,rou 8206178 Corporate Office 2809 Unicorn Rd., 11650 Mission Park 3850 N. Wilcox Rd., 2211 Fortune Dr., 3420 C Street NE, 4729W. Jacquelyn Ave. Suite 103, Suite 108, Rancho Suite F, Suite C. Suite 304, Fresno, CA 93722 BakersFjeld, CA 93308 Cucamonga, CA 91730 Stockton, CA 95215 San Jose, CA 95131 Auburn, WA 98002 (359) 271-9700 (661) 393-9711 (909) 980-6455 (209) 931-2226 (408) 577-1090 (253) 737-5992 (559) 273-0327 Fax (661) 393-9710 Fax (909) 980-6435 Fax (209) 931-2227 Fax (403) 577-1099 Fax (253) 929-6094 Fax KI SALEM engineering group, inc. DAILY FIELD REPORT (Welding) SEC Project Number: 3-618-0006 - Site Contact: Project Name: Vivarium Expansion Project Location: 2855 Gazelle Ct Date: -3/28/2018 Day: Wednesday Weather: Indoors WELD/CONNECTIONffYPES AS Arc Spot Weld BG Back Gouge CP Complete Penetration Groove Weld FB Flare Bevel Groove Weld FW Fillet Weld W Puddle Weld PP Partial Penetration Groove Weld S Stitch Wel SS Steel Stud MEMBERJJOINTTYPES" - BB Beam to Beam TA Tube Steel to Angle BC Beam to Column TB Tube Steel to Beam CC Column to Column PP Plate to Plate DB Deck to Beam TS Tube Steel to Tube Steel GB Gusset Plate to Beam JG Joist to Girder GC Gusset Plate to Column EC Embed Connection Stud to Beam/Deck PB Plate to Beam Plate to Column Detail No. :WelConnecn . - Type Member/Joitit Type:-Location - - - Acept Rèject In Proress; , Càmplète Remarks/Notes 7/S-002 1/4' fillet W1 0x22 7-8 & N X X Report: Knife blades to beam connection per detai7/S-0021. 5 beams added at location with connections at both ends. - 1/4' fillet welds. 2 additional channels added at roof opening. Size and conformance to AWS standards and plans. - AWS certified welders Mike Brogden & John Dickie - Time In Time Out Regular Time Over Time Travel Time To the best of my knowledge, the above Was / Was NOT performed in accordance with the approved plans, specifications, an r tor e ments. Superintendent/Representative: Technician: - 011A*Michael DuTemple 8206178 Corporate Office 2809 Unicorn Rd., 11650 Mission Park 3850 N. Wilcox Rd., 2211 Fortune Dr., - 3420 C Street NE, 4729 W. Jacquelyn Ave. Suite 103, Suite 108, Rancho Suite F, Suite C, Suite 304, Fresno, CA 93722 Bakersfield, CA 93308 Cucamonga, CA 91730 Stockton, CA 95215 San Jose, CA 95131 Auburn, WA 98002 (559) 271-9700 (661) 393-9711 (909) 980-6455 (209) 931-2226 (408) 577-1090 (253) 737-5992 (559) 275-0827 Fax (661) 393-9710 Fax (909) 980-6435 Fax (209) 931-2227 Fax (408) 577-1099 Fax (253) 929-6094 Fax SALEM 11650 Nfission Park Dr., Ste. 108 engineering grOup, inc. Fax: (909) 980-6435 January 31, 2018 Project No. 3-618-0006 Mr. Kellar Harrell Good & Roberts, LLC 2455 Impala Drive Carlsbad, CA 92010 SUBJECT: SPECIAL INSPECTION & TESTING REPORT VIVARIUM EXPANSION PHASE II - C WING 2855 GAZELLE COURT CARLSBAD, CA 92010 Dear Mr. Harrell: At your request, SALEM Engineering Group, Inc. (SALEM) has provided special inspection and field observations for the subject project during the period of January 11, 2018 through January 15, 2018. The services provided included; epoxy dowel inspection, concrete placement observation, as well as concrete sampling and testing for the above referenced project. Daily summary reports for the subject project are attached. Compression test results will be reported as they become available. Should you have questions regarding this report or need additional information, please contact the undersigned at (909) 980-6455. Respectfully submitted, SALEM Engineering Group, Inc. Clarence T. Jiang Project Engineer RCE No. 50233 I RGE No. 2477 / SAN JOSE, CA I STocKToN, CA I FRESNO, CA I BAKERSFIELD, CA I RANCHO CUCAMONCA, CA DALLAS, TX I DENVER, CO I CHARLESTON, SC LI SAL M DAILY FIELD REPORT engineering group, inc. SEC Project Number: )y - -- - Site Contact: Dennis/Good&Roberts Project Name: Vivarium Expansion Phase II C-wing Project Location: 2855 Gazelle Court, Carlsbad Date: 1/11/18 Day: Thursday Weather Sunny D Sample D Tagging 0 Pick -Up 0 Delivery 0 Soil 0 Aggregate [J Concrete Rebar 0 Steel 0 CMI) 0 Bolts 0 Other Description of Work C4 Inspected 0 Performed 0 Attended Report: Observation of epoxy rebar dowels Slab infills between grids N-N/9c-1 Oc #4x 2'-6" dowels at 18" on Center, 4" embed into (E) concrete slab with Hilti Hit-RE 50043 Adhessive Detail 221S-002. ICC/ESR 3814, Holes drilled with 5/8" Hilti bit, blown out and brushed clean. Reinforcing steel placed at 3 locations, #3 bar at 18" OC Material: ASTM A615 rebar, Hilti Hit-RE 500 V3-exp. 6/2018,041529L3 Subcontractor :Morrello Concrete Set(s) of Concrete I Mortar I Grout Prisms! Other (Circle One) Time In Time Out Regular Time Over Time Travel Time Mileage 9am 11am 4hrs To the best of my knowledge, the above Was / Was NOT performed in accordance with the approved plans, specificns , regulatory requirements. Superintendent/Representative- Technician: Nicholas Narbeth 52 0351 icc Corporate Office 2809 Unicorn Rd., 11650 Mission Park Dr., 3850 N. Wilcox Rd., 2211 Fortune Dr., 4729W. Jacquelyn Ave. Suite 103, Suite 108, Rancho Suite F, Suite C, Fresno, CA 93722 Bakersfield, CA 93308 Cucamonga, CA 91730 Stockton, CA 95215 San Jose, CA 95131 (559) 271-9700 (661) 393-9711 (909) 980-6455 (209)931-2226 (408) 577-1090 (559) 275-0827 Fax (661) 393-9710 Fax (909) 980-6435 Fax (209) 931-2227 Fax (408) 577-1099 Fax 3420 C Street NE, Suite 304, Auburn, WA 98002 (253) 737-5992 (253) 929-6094 Fax LI SA M en g ineering group, Inc. DAILY FIELD REPORT SEC Project Number: 3-618-0006 Site Contact: Project Name: Vivarium Expansion Phase II -C Wing Project Location:2855 Gazelle Ct, Carlsbad Pate: 1/15/18 Day: Monday Weather: 0 Sample 0 Tagging 0 Pick-Up 0 Delivery 0 Soil 0 Aggregate l Concrete 0 Rebar D Steel 0 CMU Bolts 0 Other Description of Work Inspected Performed 0 Attended Report: Observation of concrete placement for 2nd floor pour backs on existing metal deck. Reinforcement previously epoxied in place. Hanson Mix #3062545 3000 psi 3/8 concrete was pumped into clean, dry, debris free forms and vibrated. Mix design verified Concrete 62" Air 52" Slump 3" Ticket #725933 Set(s) of 5 ED1,Mortar / Grout Prisms / Other (Circle One) Time In Time Out Regular Time Over Time Travel Time Mileage 4:30 6:30 4 to me oe or my knowledge, me abov %Vas Was NO I pertormed in accordance with the approved plans, s cations, a regulatory requirements. Supe Technician: Michael DuTemple ICC 8206178 Corporate Office 2809 Unicorn Rd., 11650 Mission Park Dr., - .• - 3850 N. Wilcox Rd., 2211 Fortune Dr., 3420 C Street NE, 4729W. Jacquelyn Ave. Suite 103, Suite 108, Rancho Suite F, Suite C, Suite 304, Fresno, CA 93722 Bakersfield, CA 93308 Cucamonga, CA 91730 Stockton, CA 95215 San Jose, CA 95131 Auburn, WA 98002 (559) 271-9700 (661) 393-9711 (909) 980-6455 (209) 931-2226 (408) 577-1090 (253) 737-5992 (559) 275-0827 Fax (661) 393-9710 Fax (909) 980-6435 Fax (209) 931-2227 Fax (408) 577-1099 Fax (253) 929-6094 Fax 61 SA M DAILY FIELD RE* t engineering group, inc. SEC Project Number: Site Contact: Den nis/Good&Roberts Project Name: Vivarium Expansion Phase II C-wing Project Location: 2855 Gazelle Court, Carlsbad Date: 1/11/18 Day: Thursday Weather: Sunny F1 Sample 0 Tagging 0 Pick -Up 0 Delivery 0 Soil 0 Aggregate F-1 Concrete Rebar, 0 Steel 0 CMU 0 Bolts 0 Other Description of Work Inspected 0 Performed 0 Attended Report: Observation of epoxy rabar dowels Slab inf ills between grids N-N/9c-1Oc #4x 2-6" dowels at 18' on Center, 4" embed into (E) concrete slab with Hilti Hit-RE 500-V3 Adhessive Detail 221S-002. ICC/ESR 3814, Holes drilled with 5/8" Hilti bit, blown out and brushed clean. Reinforcing steel placed at 3 locations, #3 bar at 18" OC Material: ASTM A615 rebar, Huh Hit-RE 500 V3-exp. 6/2018,0415291-3 Subcontractor :Morrello Concrete Set(s) of Concrete / Mortar / Grout Prisms! Other (Circle One) Time In Time Out Regular Time Over Time Travel Time Mileage 1+ regulatory requirements. To the best of my knowledge, the abovc Was NOT performed m accordance with the approved plans, specific ICC Superintendent/Representative: ,,,, . Technician: 52 51 Nicholas Narbeth Corporate Office 4729 W. Jacquelyn Ave. Fresno, CA 93722 (559) 271-9700 (559) 275-0827 Fax 2809 Unicorn Rd., Suite 103, Bakersfield, CA 93308 (661) 393-9711. (661) 393-9710 Fax 11650 Mission Park Dr., 3850 N. Wilcox Rd., Suite 108, Rancho Suite F, Cucamonga, CA 91730 Stockton, CA 95215 (909) 980-6455 (209) 931-2226 (909) 980-6435 Fax (209) 931-2227 Fax 2211 Fortune Dr., Suite C, San Jose, CA 95131 (408) 577-1090 (408) 577-1099 Fax 3420 C Street NE, Suite 304, Auburn, WA 98002 (253) 737-5992 (253) 929-6094 Fax EsGil Corporation In Partners flip with Government for Buzfiing Safety DATE: 7/6/17 El APPLICANT 9flJRIS. JURISDICTION: City:fCãIiä U PLAN REVIEWER U FILE PLAN CHECK NO.: C2016-0072 SET: II PROJECT ADDRESS: 2855 Gazelle Court PROJECT NAME: Ionis Pharmaceuticals Vivarium Expansion - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosd 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. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. F 71 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. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: - Date contacted: ' (by:1) Email: Mail Telephone Fax In Person LI REMARKS: By: Doug Moody Enclosures: EsGil Corporation [1 GA [1 EJ LI MB LI PC 6/29/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partners flip with government for Bui(uing Safety DATE: 12/29/16 APPLICANT 14JURIS. JURISDICTION: City of Carlsbad D PLAN REVIEWER 0 FILE PLAN CHECK NO.: C2016-0072 SET: I PROJECT ADDRESS: 2855 Gazelle Court PROJECT NAME: Ionis Pharmaceuticals Vivarium Expansion - TI LIII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El 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: LIII EsGil Corporation staff did not advise the applicant that the plan check has been completed. 1171 EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Claire Hendry Telephone #: 619-685-3990 Pate contacted: (byY'\) Email: chendry@dga-sd.com it;m le Fax In Person REMAR qV By: Doug Moody Enclosures: EsGil Corporation Li GA Li EJ [1 MB [1 PC 12/19/16 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 City of Carlsbad C2016-0072 12/29/16 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: C2016-0072 OCCUPANCY: B, H3? ITYPE OF CONSTRUCTION: JIB ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 12/16/16 DATE INITIAL PLAN REVIEW COMPLETED: 12/29/16 JURISDICTION: City of Carlsbad USE: Laboratory ACTUAL AREA: 2947sf STORIES: 2 HEIGHT: OCCUPANT LOAD: 29 DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/19/16 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of. the 2012 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 C2016-0072 12/29/16 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two èets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. Bring two corrected sets 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. A complete description of the activities and processes that will occur in this tenant space should be provided. The building official requires an update letter to the current hazardous material technical report to identify any changes to the hazardous material inventory or processes. Address in the update letter the installation of the new fume hoods and process equipment. Section 414.1.3. 2. Please provide the UL listing and manufacturer's installation information for all new equipment to be installed. Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and seismic restraints if required etc. Section 107.2. Please provide the structural calculations to accompany the structural plans for the roof screening and support of the new exhaust fans. Section 107.2. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 107.2. . REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS FIELD WELDING Please provide a completed City of Carlsbad Special Inspection Agreement form. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. City of Carlsbad C2016-0072 12/29/16 7. Please complete the LTI forms. Advisory Note : When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: The area of specific alteration, repair or addition must comply as "new" construction. Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. . Please address the following comments that are the result of the alterations. Show that the minimum strike edge distances are provided at the level area on the side to which a door swings, per Section 11 B-404.2.4: a) ~!1 8" at interior conditions for the door to Procedure 2342. When 6 or more water closets are provided (or when the combination of urinals and water closets totals six or more) within a multiple-accommodation toilet room, show the additional requirements given in Section 11 B-604.8.2. Section 1113- 213.3.1. 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes El No U 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad C2016-0072 12/29/16 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: C2016-0072 PREPARED BY: Doug Moody DATE: 12/29/16 BUILDING ADDRESS: 2855 Gazelle Court BUILDING OCCUPANCY: B/H3 BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 3000 64.72 194,160 Air Conditioning Fire Sprinklers TOTAL VALUE 194,160 Jurisdtion Code cb By Ordinance I $963.3 Plan check Fee by Ordinance IV $626.151 Type of Review: Complete Review LII Structural Only IIRepet1ve Fee Repeats LII Other LI Hourly Hr. @ * EsGil Fee Comments: Sheet 1 of 1 macvalue.doc + I SHEET 1 PROJECT V'LlU\ 8+k4QJ GSSI NO. FGSSI (OA4\ Structural Engineers ENGR 046 DATE _l -'t1 cz- 1 000S(Y.14i1 \° v .S' (o 65 M 09 7 4So.f Ii;' *( te:3x 4~"j vi 114e- TIM 4)4r I Pt IAN .1tM S A1r ,v2l - - 6 1 r,IcAA.1L.Q:. 5r ai,,11 34:rnr rtoe .4 £L gL, 1O lo r; 44:la1 (4. ) - - 44q • lonis Vivarium Phase 2 II - M1 M2 64 M3 Loads: BLC 1, WL Results for LCWL(.) Apr 5, 2017 at 9:32 AM Meth seen wall at 10ft.r3d lonis Vivarium Phase 2 2 3 -.9 r.. ,-3.8 - 8.3 Results for LC 1. WL (+) Member z Bending Moments (k-ft) V-direction Reaction units are k and k-ft I Apr 5, 2017 at 9:31 AM Mech screen wall at 10ftr3d S. S. S. S . S S Vertical post design S beam: Ml AISC l4th(360-1O) LRFD Code Check - Direct Analysis Method Max Bending Check 0.246 Max Shear Check. 0.052 (y) Location 4.047 ft Location 4.047 ft -' Equation HI-lb Max Defl Ratio .. L/I70 . . S Bending Flange Compact Compression Flange Non-Slender S Bending Web Compact . Compression Web Non-Slender '4 • S S -:'• -. S Fy 46 ksi . . y-y . ZZ . phiPnc 87.952 k Lb 10.5 ft 10.5 ft .. . . phiPnt 139.518 k . KL/r . 82.821 82.821 . phiMny .. 16.181 k-ft hMnz 16.181 k-ft L Camp Flange. 510.5 . • S S . 38.211 k Warp Length NC ..' . ... S... iui ,) vnZ 38.2 11 R L-torqu . 4fl IJ..J it phI_i n - Taub I Cb 2.025 - I S S. •.-. .t. .4. lonis Vivanum Phase '2" ..•. . . . . . Sh'ape: HSS4x4x4 Material: A500 Gr B Rect Dy in Length: 10.5 ft : -• •• . . .. S I Joint: NI Dz . in JJoint: N2 LCI:WL(+) • S . . - . S Code Check: . 0.246 (bending) 74 at 0 ft . S • Report Based On 97 Sections A k 1.995 at 4.047 ft - • - . - . •• Vy k Vz k S . -1.772 at 3.938 ft -8.269 at 4.047 ft . . . . . . 3 506 at 4 047 ft T k-ft My k- ft ft Mz k-ft 44 • •_ . . .., . •.•.. - • - . - - ... -917at8531ft ksi 10.788 at 4.047 •• . - S 04 ft 7 -2.454 at 4 fc ksi ksi -10 788 at 4 047 ft 0 -I- -! I *• ;•- - Diag Brace design - AISC 14th(360-10) LRFD Code Check Direct Analysis Method - .• . Max Bending Check 0.775 - Max Shear Check 0.032(s) Location 6.265 ft Location Oft, Equation HI-lb Max Defi Ratio LJ288 Bending Flange - Compact Compression Flange Non-Slender, '-. - Bending Web Compact Compression Web Non-Slender, Fy 35 ksu y-y z-Z phi*Pnc 52.848 k Lb . 6.265 ft 6.265 ft phi*Pnt 65.205 k KL/r 64.071 64.071 phi*Mny 5.749 k-ft phi*Mnz 5.749k-ft LComp Flange 6.265 ft pJ , v nY. Warp Length NC . . pi•ul Z I R L-torque 6.265 ft PhTfl 5.412k-ft Tau ' 1 k Cb.. 1.667 . - .4.-. -. .. ,. -. -••- •' lonis Vivarium Phase 2 ft ft ft ks! at 'MZ Shape: ... .PIP 3.0. .509 at 3.524 ft * Material: A53 Gr.B . Length: 6.265 ft . I Joint: N3 b-Z JJoint: . N4 . LCI:WL(+) . Dy . in . . Code Check: 0.775 (bending) Report Based On 97 Sections .229 at 6.265 9:072at0ft -.633at0ft Vy - k VI a . . 0 - ,a • • -. -y ( .-• . * -• -- 0• • -. . •--- k - • - •* •• ( ,• I * - • 3964at6265ft T k- My 4l Mz kft 29211at6265ft kft - 4.382 ft fc 11 ksi - -29.211 at 6.265 ft - V - Diag Brace design Column. Dy AISC 14th(360-10): LRFD Code Check • Direct Analysis Method - - . Max Bending Check 0.753 Max Shear Check 0.203(s) - Location 0 ft Location Oft - - - . Equation HI-lb Max Defi Ratio L/1806 -' Bending Flange - Compact Compression Flange Non-Slender V*. - - Bending Web Compact Compression Web Non Slender Ty 35 ksi y-y z-z phi4PflC 64.857 k Lb .1 ft 1 ft • - phi4Pnt 65i05 k KL/r 10.227 10.227 - V phi*Mny 5.749 k-ft V V • 5.749k-ft L Comp Flange 1 ft . .: hi*Vn 19561k Warp Length NC V •Vp1n5. ft Taub I Gb 1.667 V •• 4.. V V V lonis Vivarium Phase 2 V V M3 V V - V •• V Material:. A53 &B . V p Length V. DZ JJoint: N5 LCI:WL(+)-- V Code Check: 0.753 (bending) ng) -.262 at 0 ft V V Report Based On 97 Sections V V V V V V V V V V 8.269 at 0 ft -3.964at0ft Vy k V V Vz k A k - •V T Mz k-ft I - it. k-ft -3964at0ft 29.211 at Oft 3995at0ft ksi fa ksl V ksu V V 29.211at0fL • Sheet 7 O GSSI- Project: IONIS Vivarium P2 GSSI No. 16039A. Structural Engineers Engr: OOG Date 1/6/2017. Anchorage of Mechanical Equipment on the roof Desian Parameters Sce 0.75 spectral acceleration, short period Strength Design: .9D +1 .OE I = 1.00 importance factor Allow. Stress Design: .6D + 1 .OEII .4 = 1.0 component ampflication factor SD or ASD? = Allow. Stress Design R = 2.5 Component response mod. factor Z = 30 ft. (ht. in structure of point of attachment), z0 @ grade h = 30 ft. (avg. roof ht.) z/h= 1.0 F = .4 SDS.WP (I +2*z/h)/(R/l), (13.3-1) F = 0.26 W OTM = Fp*unit height/2 F(max) = I .6*SDs*lp*Wp, (13.3-2) Fp(max) = 0.85 W, RM=(.6Fv)*Wt*unit width/2 F(min) = 0.3*SDS*Ip*WP, (13.3-3) F(min) = 0.16 W F= .14*Sds*Wp, (12.4.2.3) F= 0.10 W Screw Table Vail, lbs Tall, lbs *Tall = thread length x W 1/4" die. x 3 1/2" SDS screws 250 345 5/16° dia.x 4" lag screws 190 532 3 1/2" embedment (T-E= 2 5/16", 266 p11) 3/8" dia. x 5" lag screws 200 839 4 1/2" embedment (T-E= 2 3/4", 305 p11) 1/2" dia. x 5" lag screws 1 290 1 992 4 1/2" embedment Cr-E= 2 5/8", 378. p11) Unit No of anchors per side I Screw Type and Length Max. spacing, inches Fp, per anchor, lbs T, per anchor. Resultant, lbs. lbs Za', lbs. Za'"160 lbs. Remarks %, cap. EF-1,2 4 3/8' dia. x 5" lag screws 13 48 42 64 228 365 Okay 18% lonVwamp Joage I Floor Map I RAM Steel 14.07.01.01 RAM DataBase: Isis Pharm HQ revised 7-22-10 new version Building Code: IBC Alt Floor Type: 2nd Floor 04/10/17 09:48:25 Steel Code: AISC360-05 LRFD - lonis Vivarium Phase 2 p Floor Map I ' RAM Steel 14.07.01.01 Page 2/2 - RAM -DataBase: Isis Pharm HQ revised 7-22-10 new version 04/10/17 09:48:25 Building Code: IBC Alt Steel Code: AISC360-05 LRFD Surface Loads Loads used at new mull area - Label DL CDL LL Reduction PLL CLL Mass DL \ . psf psf psf Type psf .- psf psf Office/Lab \ 30.0 0.0 100.0 Reducible 0.0 20.0 20.0 Mech Roof 10.0 10.0 75.0 Reducible 0.0 20.0 20.0, LQ.O 0.0 1XllLReducth1e 0.0 20.0 10.L Cage Washer 95.0 0.0 65.0 Reducible 15.0 20.0 20.0 Floor at lower C wiz 30.0 0.0 65.0 Reducible 15.0 0.0 0.0 Line Loads Label DL CDL LL Reduction PLL CLL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft Li ' curtain wall floor 0.240 0.000 0.000 Reducible 0.000 0.000 0.240 L3 Operable Partition 0.120 0.000 0.000 Reducible ' 0.000 0.000 0.120 IA CMU Partition 0.240 0.000 0.000 Reducible 0.000 0.000 0.900 L7 Curtain Wall grid p 0.440 0.000 0.000 Reducible 0.000 0.000 0.200 L9 piping load 0.268 0.000 0.000 Reducible 0.000 0.000 0.000 Point Loads Label DL CDL LL Reduction PLL CLL Mass DL kips kips kips Type kips kips kips P1 Oper Part 1.750 0.000 0.000 Reducible 0.000 0.000 1.750 P2 Oper Part 2 1.000 0.000 0.000 Reducible 0.000 0.000 1.000 P3 Oper Part 3 3.000 0.000 0.000 Reducible 0.000 0.000 0.000 P4 Oper Part 4 3.000 0.000 0.000 Reducible 0.000 0.000 1.750 P5 Stair Stringer 3.600 0.000 4.800 Unreducible. 0.000 0.000 3.600 P6 misc point load 1.000 0.000 1.000 Unreducible 0.000 0.000 1.000 P8 Stair Stringer 2 1.400 0.000 1.800 Unreducible 0.000 0.000 3.600 lonis Vivarium Phase 2 Fo RAM Floor MAR 11 Steel 14.07.01.01 Page 2/2 RAM DataBase: Isis Pharm HQ revised 7-22-10 new version - 04/10/17 09:48:25 Building Code: LBC Alt Steel Code: AISC360-05 LRFD Decks: Deck Label Deck Type . Slab Action Orientation VERCO W3 Formiok VERCO W3 Formiok - One-Way 72.64 degrees VERCO W3 Formiok VERCO W3 Formiok One-Way 79.33 degrees VERCO W3 Formiok VERCO.W3 Formiok One-Way 81.32 degrees I 1 VERCO W3 Formiok VERCO W3 Formiok * One-Way 81.32 degrees VERCO W3 Formiok VERCO W3 Formiok One-Way 83.67 degrees I I VERCO W3 Formiok VERCO W3 Formiok One-Way 9000 degrees I VERCO W3Formlok VERCO W3 Formiok One-Way 98.68 degrees I _____ VERCO W3 Formiok VERCO W3 Formiok One-Way 107.36 degrees Gravity Beam Design 12 Oil RAM Steel 14.07.01.01 Isis Phann HQ revised 7-22-10 new version 04/10/17 09:48:25 Building Code: IBC Alt Steel Code: AISC360-05 LRFD - FIoorType: 2nd Floor Beam Number = 432 SPAN INFORMATION (ft): I-End (747.91,986.26) J-End (782.27,997.00) Maximum Depth Limitation specified = 26.00 in Minimum Depth specified = 11.25 in Beam Size (Optimum) = W21X44 Fy = 50.0 ksi Total Beam Length (ft) = 36.00 Mp (kip-fi) = 397.50 POINT LOADS (kips): Dist • DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 9.000 0.26 0.17 13.3 0.00 0.00 0.0 0.00 0.0 0.04 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.021 0.000 --- NonR 0.000 9.000 0.021 0.000 0.000 2 0.000 0.015 0.032 13.3% Red 0.007 9.000 0.015 0.032 0.008 3 9.000 0.217 0.000 --- NonR 0.000 36.000 0.217 0.000 0.000 4 9.000 0.157 0.341 13.3% Red 0.079 23.500 0.158 0.341 0.079 5 23.500 0.751 0.514 13.3% Red 0.119 34.500 0.751 0.514 0.119 6 23.500 0.060 0.131 13.3% Red 0.030 34.500 0.060 0.131 0.030 7 .34.500 0.297 0.645. 13.3% Red 0.149 36.000 0.297 0.645 0.149 8 0.000 0.193 0.000 -- NonR 0.000 36.000 0.193 0.000 0.000 9 0.000 0.140 0.303 13.3% Red 0.070 - 10.500 0.140 0.303 0.070 10 10.500 0.443 0.303 13.3% Red 0.070 17.500 0.443 0.303 0.070 11 17.500 0.140 0.303 13.3% Red 0.070 23.500 0.140 0.303 0.070 12 0.000 0.044 0.000 --- NonR 0.000 36.000 0.044 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 42.14 kips 1.00Vn = 217.35 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 354.9 18.6 0.0 1.00 0.90 357.75 Controlling 1.2DL+1.6LL 354.9 18.6 0.0 1.00 0.90 357.75 lonis Gravity Beam Design 13 RAM Steel 14.07.01.01 Page 2/2 RAM DataBase: Isis Pharm HQ revised 7-22-10 new version 04/10/17 09:48:25 Building Code: IBC Alt Steel Code: AISC360-05 LRFD REACTIONS (kips): Left Right DL reaction 13.45 18.59 Max +LL reaction 10.20 12.40 Max +total reaction (factored) 32.47 42.14 DEFLECTIONS: (Camber 1) Dead load (in) at 18.36 ft = -1.441 L/D = 300 Live load (in) at 18.18 ft = -1.027 L/D = 421 Net Total load (in) at 18.18 ft = -1.468 LID = 294 ,1 .1. lonis Vivanum Phase 2 4 • P Gravity Beam Design 14 I V RAM Steel 14.07.01.01 RAM DataBase: Isis Pharm HQ revised 7-22-10 new version 04/10/17 09:48:25 Building Code: IBC Alt Steel Code: AISC360-05 LRFD Floor Type: 2n4 Floor Beam Number = 433 SPAN INFORMATION (ft): I-End (750.69,977.35) J-End (785.05,988.09) Maximum Depth Limitation specified = 26.00 in Minimum Depth specified = 11.25 in Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 36.00 Mp(kip-ft) = 277.08 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.386 0.000 --- NonR 0.000 36.000 0.386 0.000 0.000 2 0.000 0.280 0.607 14.9% Red 0.140 10.500 0.280 0.607 0.140 3 10.500 0.742 0.508 14.9% Red 0.117 17.500 0.742 0.508 0.117 4 . 17.500 0.140 0.303 14.9% Red 0.070 23.500 0.140 0.303 0.070 5 23.500 0.443 0.303 14.9% Red 0.070 34.500 0.443 0.303 0.070 6 34.500 0.140 0.303 14.9% Red 0.070 36.000 0.140 0.303 0.070 7 10.500 0.046 0.099 14.9% Red 0.023 17.500 0.046 0.099 0.023 8 17.500 0.140 0.303 14.9% Red 0.070 36.000 0.140 0.303 0.070 9 0.000 0.035 0.000 --- NonR 0.000 36.000 0.035 0.000 0.000. - SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 38.92 kips 1.00Vn = 159.30 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn • hp-ft ft ft hp-ft Center Max + ' 1.2DL+1.6LL 350.4 17.5 0.0 1.00 0.90 249.38 Controlling 1.2DL+1.6LL 350.4 17.5 0.0 1.00 0.90 249.38 S REACTIONS (kips): Left Right DL reaction 15.43 16.68 Max +LL reaction 11.81 11.81 Beam has an existing 3/4" T Max +total reaction (factored) 37.42 38.92 section under beam, see caic DEFLECTIONS: (Camber = 1-3/4) for • for beam capacity. Dead load (in) at • 18.00 ft -2.364 L/D = 183 Live load (in) at 18.00 ft -1.677 L/D = 258 Net Total load (in) at • 18.00 ft = -2.291 L/D = 189. lonis Vivarium Phase 2 SHEET 15 GSS--1 PROJECT (M( ?1 GSSI NO. Structural Engineers ENGR DATE 3 utJ'x w) - '4E A11_____ 4 II 5fl .,i/4!1 S * . 'Cj• 4 a. o( k. ,'j 46Z /rr! MQore fpt,- iAJ/ 'L (j 411 r 4L > :. t// jJ1 o1i lonis Vivanum Phase 2 litieBlock Line l - Projectlitte: . .- 'c'- 16 eyou can change this area - Engineer: Project ID: using the ettings menu item • PfOjCtD5Cr and then using the'Printing & Title Block selection. . S Title, Block Line 6 Piinted:1O APR 2O17,1O:O8AM General Section Property Calculator Lic. Licensee .C1I1iEngineers Description:, WI 8x35 with T section under beam . . I Final Section Properties 1 - Total Area 18.218 rn'2 lxx 1,321.25 ,A4 Sxx V 139.176 in-3 - lyy : 23.349 ina4 Sxx :+Y :' - 89.822 je3 Calculated final C.G. distance from Datum: S - : : Edge Distances from CG.rxx 8.516 in 3.0 in +V : 14.710 in ryy, ': -. 1.132 in. -3.0in -Y : . -9.494 in " S• - . . - S - Rotation of Al Components 000 deg CCW —.---. -- 1teel Shapes — — * — — S WI 8x35 1 s Area = 10.155 lnA2 Rotation - 0 deg CCW 'S Xcg 0.000 in ______ __ Ycg . ' 0.000 in 1 Xcg=. 0.000 in Ycg .13.240 in Rotation: 0 deg CCW '. . Top Flange Width 0.750m Top Flange Thick 0.750in Web Thicknes = . 0.750in Bottom Flange Width 5.000in Bottom Flange Thic 0 75Dm lop Height 6 50Dm -S S t••" . . - lonis Vivarium Phase 2 A-I L GREENHECK Printed Date: 4/18/2016 Job: Ionis Vivarium Expansion Building Value in Air. Mark: EF-new I Design Condition Model: VEKTOR-CD-24-10-I1-LV Number ot Systems i 1 Fans per System 2 Fume Exhaust System Constant Volume 10,600 6 10,600 Add. SAP Air 0 Fan Selection Criteria 5 C I Fan Performance I U) U) I Oischarçge Performance 1 136 Plenum Configuration Bypass Air Plenum I Yes Ni fliHil Ill II ill ___.III 2 4 12 10 6 8 10 12 14 16 18 Volume (CFM) x 1,000 Operating Bhp point External SP 2.5 in. wg o Operating point at Total SP Isolation Damper 0.15 in. wg a Operating point at External SP Total SP 2.65 in. wg Fan curve System curve I Note: Using External SF only, the fan would i Brake horsepower curve have been incorrectly selected at: 1591 RPM 8.09 Bhp Motor Specs lmcci / Size (hp) 10 lwomwube//l CLRTlflED/' RPM 1725 nju 1aaTinGs7/ V/C/P 4e016013 Ile rt Enclosure TEFC CA tested and certified performance data Includes pressure losses from discharge I C> K Wr lotor Duty Industrial r1essories. zles and wlndbands. Additional losses Internal to the system are for selected optional Drives Multiple cc I Ce Factor 2 Weights Sound Power by Octave Band (Individual Fan) Drive (lb) 345 Sound Data I I I I LMD) (lb) 1,104 82.5 I 125 250 500 1000 2000 I 4000 I Qt)) I LwA I dBA 5 ft I dBA 10 ft I qA4 Inlet Sound I 93 I 91 97 88 1 83 80 I 76 1 70 1 92 1 80 1 N/A /eight (lb) 2.790 Outlet Sound 86 f 92 95 86 86 80 I 78 1 72 1 91 1 80 1 74 ..wA . A weighted sound power level, based on ANSI S1.4 d8A - A weighted sound pressure level, based on 11.5 dB attenuation per octave band a15 ft Sound Testing Details Inlet sound is measured prior to the fan Inlet Sound is per individual fan operating at the design CFM and total Static Pressure. outlet sound Includes sound exiling the discharge as well as radiated sound from the fan casing. Optional attenuators are available. Total Outlet Sound by Octave Band (All Operating Fans) 62.5 1 125 1 250 500 1000 2000 4000 8000 1 LwA dBA 5 ft dBA 10 f 86 92 1 95 86 86 80 78 72 1 91 80 1 74 tal oullat sound va ues are nte AMCA certified CAPS 4.19.1724 P:\4649 - ISIS Vivarium Expansion05 - Engineering02 - Equipment SelectionsIonis Vivarium Expansion.gfcj . Pagel of 7 A-2 O kiLl ii Printed Date: 4/18/2016 I'ffl fl Job:. lonis Vivarium Expansion Building Value in Air. Mark: EF-new Model: VEKT0R-CD-241 O-ll-LV. . Fume Exhaust System 42.250.0. ,—FLEX CONNECT / (SHIPPING SPLIT) — Ir ISOLATION DAMPER / (lO8wttotal) BYPASS AIR PLENUM 12687 2613 5694 (480 Wt total) 410 36.51 SHIPPING SF c , jj -- /\ 2.503 - /o\ 22.50 600 \EQUIP. SUPPBYOTh CLEARANCE INCLUDED ,..............ROOF CURB II pf IN PLENUM ROOF (143 total) CURB HEIGHT ROOF DECK OR EQUIPMENT SUPPORT 106.89 109.55 RECTANGUL (19.: FAN NTH MOTOR (906 wt Blower total) (330 wt Motor total) (15 wt DrIve total) (116 Wi Weathertiood total) (48 WI Bypass Damper total) \ \ OPTION 1: EQUIPMENT RAILS SUPPLIED BY OTHERS \ opiio 2: CONCRETE PAD SUPPLIED BY OTHERS Notes: All dimensions shown are in units of in. and weights are shown in units of lb. Drawings are of standard unit and do not include dimensions for accessories or design modifications. CAPS 4.19.1724 P:\4649 - ISIS Vivarium Expansion\05 - Engineering\02 - Equipment Selections\lonis Vivarium Expansion.gfcj Page 4 of 7 A-.3 O b kiLl If Printed Date: 4/18/2016 fl IVUI Job: lonis Vivarium Expansion Building Value In Air. Mark: EF-new Model: VEKTOR-CD-24-10-11-LV Fume Exhaust System ALL BOTTOM DUCT CONNECTIONS ARE OPEN AS STANDARD 32.79 40.00 11.72 3 • 533 A MINIMUM 36 CLEARANCE IS REQUIRED FOR THE MOTOR END OF FAN. A 12 CLEARANCE IS REQUIRED EVERYWHERE ELSE. Notes: All dimensions shown are in units of in. and weights are shown in units of lb. Drawings are of standard unit and do not include dimensions for accessories or design modifications. CAPS 4.19.1724 P:\4649 - ISIS Vivarium Expansion\05. Engineenng\02 - Equipment Selectionslonis Vivarium Expansion.gfcj Page 5 of 7 SAN DIEGO REGIONAL HAZARDOUS MATERIALS 0C C QUESTIONNAIRE OFFICE USE ONL RECORD ID #Ei42OfOHuPFt' 2121 PLAN CHECK 111 o17-14j1PP- 00 5544 CErS bZ61 BP DATE I I Business Name 1o41/5 1' Cf1ñC61 rf '4 Business Contact h/4 /k' 54,iJE~ Telephone # 16o- 'o3•- Pro Address gçç u-e cr City State 0 ct - Zig Code APN# Mailing Address A96-6- t4zEc C1 City C14-L$&42', State 64- Zip Code g,o Plan File# Contact rV.4yNc *E5 Applicant E-mail . Telephone # 1bo-&o-13 - 22 rho following questions represent the facility's activlti, NOT the specific project description. PART I:FIREDEPARTMENT - HAZA.RDOI,JS MATERIALS DIVISION:OCCUPANCYCLA$tFICATION:(not_reguirodfor projects_within the_City_of an Diego)_Indicateby_circlingtheitem,_whether your_business willuse_process,or store any of the followinghazardous materials.if_any of theitems arecircled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 2 I Occupancy Rating: Facility's Square Footage (including proposed project): j17 1. Explosive or Blasting Agents Organic Peroxides 49. Water Reaclives 0. Corrosives Compressed Gases £? Oxidizers ? Cryogenics 14. Other Health Hazards il? Flammable/Combustible Liquids 02Pyrophoncs ct? Highly Toxic or Toxic Materials IS. None of These. ? Flammable Solids 8. Unstable Reactives ? Radioactives I the answer to any Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. j j FEES ARE REQUIRED Project Completion Date: 7 Expected Date of Occupancy: 3/'b/i YES 12' NO 0 (for new construction pr remodeling.projêrts Is business listed the this form? that 9vOc 2.- [2' 0 your on reverse side of (check all apply). i1NoIuJrfl Will your business dispose of Hazardous Substances or Medical Waste in any amount? Ci painsion 12' 0 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? LW 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 12' Will your business use an existing or Install an underground storage tank? 0 [' Will your business store or handle Regulated Substances (CaIARP)? 0 LW Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? (2' 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1.320 gallons? (Catfomia's Aboveground Petroleum Storage Act). CatARP Exempt Dote Ineala CalARP Required Date InMate CalARP Complete Date Initials PART III: SAN _DIEGO COUM1Y AIR POLLUTIQN CONTQL DISTRICT (APODI: Any YES' answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131agcdcomotsdccunty.ca.gpv (858) 586-2650).('No stamp required if 01 Yes and 03 Yes g 04-06 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCO. Residences are typically exempt, except - those with more than one building' on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. rExciudes garages & small outbuildings.] YE$ NO " ' Will the project disturb 160 square feet or more of existing building materials? 0 jg Will any toad supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition ' 0 (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance - Technician? 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. .0 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD facts/reeL for typical equipment requiring an APCD permit. S. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1.000 feet of a school boundary Brifly describe busir)ess activitifs:, J Biefiy describe proposed project: - 2?0LCb IO.fy-fl,Ljfy pOiY1SIbfl - I ded Denalty perjury that to the best of my knowledge and __ true and correct. 07 Name of Owner or Authorized Agent Sigrfatleof4Nnér or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_______________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BY: DATE: I / EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY APCO . COUNTY-liMO APCD COUNTY-HMO APCD :.,on C01 REViEWED 2 Re0 iewedlay, 14- =q I Date init~'als 00 Vi 17 . I , We mpts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - OEH - Hazardous Materials Division City of San Diego FORM Development Services Hazardous Materials 1222 First Ave., MS-401 DS-165 San Diego, CA 92101 (619) 446-5000 Reporting JANUARY 2014 THE Cu'n' OF SAN DIEGO All non-residential projects (except retaining walls, fences and similar projects) must have a completed Hazardous Materials Re- porting Form at the time of project submittal. This information is used to determine the occupancy classification of the proposed structure(s) along with the fire and life safety protection systems and procedures required. For information regarding the comple- tion of this form, see Information Bulletin 116. SECTION I GENERAL INFORMATION - Project Name T Project Number For. City Use Only C Wing Vivarium Phase II - - - Tenant Name enmt Number For City. Use Only lonis Pharmaceuticals H - J '4 •i Job Address: Building/Unit/Suite Number: 2855 Gazelle Ct Carlsbad, CA 92010 Project Contact Name: Contact Phone Number: Wayne Sanders 760-603-2562 SECTION II HAZARDOUS MATERIALS SUMMARY Will this business use, store or dispense any of the following hazardous materials listed below? I NO or Iii YES If the answer is YES, then circle the hazardous materials classifications below and complete the Chemical Classification Form and Summary Sheets contained in Section IV below. Combustible/Flammable Liquids 7. Fireworks 13. Pyrophorics Combustible Fiber 8. Flammable Gas 14. Toxics/Highly Toxics - Compressed Gases 9. Flammable Solids 15. Unstable Reactives Corrosives 10. Organic Peroxides 16. Water Reactives 5., Cryogenics (Inert or Oxidizing) 11. Oxidizers - 6. Explosives or Blasting Agents 12. Oxidizing Gas SECTION III HAZARDOUS PROCESS SUMMARY Will this business perform any of the hazardous processes listed below? ' (M NO or 1 YES If, the answer is YES, then circle the hazardous process below and complete the Chemical Classification Form and Summary Sheet (if necessary) contained in Section IV below. A Technical Report may be required for complex projects at the discretion of the hazardous materials plan reviewer. Dipping Operations ' 5. Metal Plating 9. Refrigeration > 220 lbs of A-i or Dry Cleaning 6. Organic Coatings 30 lbs of others Dust-Producing Operations . 7. Powder Coatings 10. Semiconductor Fabrication Industrial Ovens/Kilns 8. Printing 11. Spray Finishing - 12. Welding/Cutting SECTION IV HAZARDOUS MATERIALS CLASSIFICATION I I - The classification of all chemicals stored and in use at the business is required in order to determine the requirements in the California Building and Fire Codes. Attached is a sample Chemical Classification Form required to be completed. The hazardous materials submittal must include an inventory of all chemicals along with a summary sheet detailing the total amounts for each hazardous classification. Each building or control area must have a separate summary sheet. SECTION V DECIABATION I declare under penalty of perjury that, to the best of my knowledge, the responses made herein are true and correct. 7.0" Wayne Sanders 12/07/2016 Name of Owner/Occupant/Authorized Agent (circle one) " / '' Signature Date Fo City Us Only, Group H Occupancy OR LNot an H Occupancy - ., Rity~Emplóyéé:. c'.. :.Date: '. ContiolAiéa(s), ..-. Printed on recycled paper. Visit our web site at www.sandiego.gov/development-services. Upon request, this information is available in alternative formats for persons with disabilities. - DS-165 (01-14) A KLAUSSRUCKN ER 2495 Truxtun Road, Suite 205 ) AND ASSOCIATES San Diego, CA 92106 June 13, 2017 CEtVL) Tel: (619)677-20o4 Fax: (619) 677-2444 EsGil Corporation JUN 7 207 9320 Chesapeake Drive, Suite 208 San Diego, CA 92123 ©ITY ()F- CARL-s,140 LjlLtt VlSKi Re: lonis - 2855 920 10 [Buildout of Vivarium Space) Plan Review N To Whom It May Concern, This lettr is in response to the plan check comments pertaining to changes to the previously submitted chemical inventory as a result of the buildout of the vivarium space. As part of this tenant improvement project, lonis Pharmaceuticals tenant space will be renovated to provide three additional animal housing and three procedure rooms, duplicating activities and processes currently used in the existing vivarium space. Each animal housing room will provide ventilated housing racks for rodent cage storage allowing storage of up to 4000 mice per housing room. Space within each housing room will provide work tables, wash sinks, food and supply storage allowing for animal care activities. Procedure rooms will provide work space for animal surgical procedures and will feature work tables, wash sinks, and supply storage. A Flow Sciences Model FS2400 chemical fume hood will be installed in each procedure room to provide containment and exhaust ventilation of isoflurane used as an anesthetic in animal surgeries. The renovated space will also include an expanded utility corridor to allow for increased equipment storage (ice maker and refrigerator) and space for staging of animal cage racks. The vertical reciprocating conveyor will allow for transport of animal cage racks to the cage wash facility located on the first floor. Based on information provided by lonis, the changes as a result of the vivarium buildout will not result in any changes to the chemical inventory previously submitted. Should you have any questions or need additional information, please do not hesitate to call at 619-677-2004. Sincerely, Klausbruckner & Associates Inc. Elley Klausbruckner, PE Fire Protection Consultant By way of my signature, lonis Pharmaceuticals agrees to the occupancy and use conditions specified in this letter. C'4 'vo kJ /i 6/2 Ioiiis P armaceuticals Representative (Sign & Print Name) Date KLAU;:RUCKNER RECVED 2495 Thun Road, Suite ANDSSOCIATES San Diego, CA 92106 June 13, 2017 JUN 27 2017 Tel: (619) 677-2004 I Fax: (619) 677-2444 EsGil Corporation CITY OF CARLSBAD 9320 Chesapeake Drive, Suite 208 LflWIN DR/ISJON San Diego, CA 92123 Re: lonis - 2855 Gazelle Ct, Carlsbad, CA 92010 (Buildout of Vivarium Space) Plan Review Number: C2016-0072 To Whom It May Concern, This letter is in response to the plan check comments pertaining to changes to the previously submitted chemical inventory as a result of the buildout of the vivarium space. As part of this tenant improvement project, lonis Pharmaceuticals tenant space will be renovated to provide three additional animal housing and three procedure rooms, duplicating activities and processes currently used in the existing vivarium space. Each animal housing room will provide ventilated housing racks for rodent cage storage allowing storage of up to 4000 mice per housing room. Space within each housing room will provide work tables, wash sinks, food and supply storage allowing for animal care activities. Procedure rooms will provide work space for animal surgical procedures and will feature work tables, wash sinks, and supply storage. A Flow Sciences Model F52400 chemical fume hood will be installed in each procedure room to provide containment and exhaust ventilation of isoflurane used as an anesthetic in animal surgeries. The renovated space will also include an expanded utility corridor to allow for increased equipment storage (ice maker and refrigerator) and space for staging of animal cage racks. The vertical reciprocating conveyor will allow for transport of animal cage racks to the cage wash facility located on the first floor. Based on information provided by lonis, the changes as a result of the vivarium buildout will not result in any changes to the chemical inventory previously submitted. Should you have any questions or need additional information, please do not hesitate to call at 619-677-2004. Sincerely, Klausbruckner & Associates Inc. Elley Klausbruckner, PE Fire Protection Consultant By way of my signature, lonis Pharmaceuticals agrees to the occupancy and use conditions specified in this letter. lonis P armaceuticals Representative (Sign & Print Name) Date 4 ION I S PHARMACEUTICALS December 7, 2016 City of San Diego Development Services 1222 First Ave., MS-401 San Diego, CA 92101 Attn: Development Services R: Hazardous Materials Reporting for lonis Pharmaceuticals, Inc. Projects: 1) Wing A, Floor 1, Office TI 2) C Wing Viva rium-Phase-li Please note that no chemical classification summary is being provided for the above, listed project applications. For these projects, please reference the complete hazardous material inventory report, prepared by Klausbruckner and Associates, dated March 29; 2016, which is currently on file with the City of San Diego for project title: C Wing Vivarium - Phase 1 at the samebuilding location. The previously submitted hazardous materials summary remains current at this date. The new projects will not change the type, quantity or location of hazardous materials referenced in the previous report. Please contact me I you have any questions or concerns. • - • • Thank you, I' tI Wayne Sanders • lonis Pharmaceuticals, Inc. • • 2855 Gazelle Court Carlsbad, CA 92010 . (760) 603-2338 , • • wsanders@ionisph.com • • • • - 2855 Gazelle Court/ Carlsbad, California 92010 • • T. 760-931-9200 I j• www.ionispharma.com ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControI@encInajpa.com Date:_________ Business Name:.jD1,'l IS EVyM-V0,'-' Street Address: ftli5S 2 eA It, C4. Cm-t LA iA- 12'010 Email Address: PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: o Acid Cleaning o Food Processing o Metal Powders Forming o Assembly o Glass Manufacturing o Nutritional Supplement/Vitamin o Automotive Repair o Industrial Laundry Manufacturing o Battery Manufacturing o Ink Manufacturing o Painting/Finishing o Biofuel Manufacturing o Laboratory o Paint Manufacturing o Biotech Laboratory o Machining/Milling o Personal Care Products o Bulk Chemical Storage a Membrane manufacturing Manufacturing o Car Wash (i.e. water filter membranes) o Pesticide Manufacturing/ Packaging o Chemical Manufacturing o Metal Casting/Forming a Pharmaceutical Manufacturing o Chemical Purification o Metal Fabrication (including precursors) o Dental Offices o Metal Finishing o Porcelain Enameling Dental Schools Electroplating o Power Generation Dental Clinics ElectrolessPlating o Print Shop o Dry Cleaning V Anodizing )( Research and Development o Electrical Component Coating (i.e. phosphating) a Rubber Manufacturing Manufacturing Chemical Etching/Milling o Semiconductor Manufacturing o Fertilizer Manufacturing Printed Circuit Board o Soap/Detergent Manufacturing Q Film/X-ray Processing Manufacturing o Waste Treatment/Storage New Business? Yes[] No)q SIC Code(s) if known: Date operation began/will begin:__________________ Tenant Improvement? Yes No[] If yes, briefly describe improvement: L441'/vrV644V4q4-4-1_¶241( Description of operations generating wastewater (discharged to sewer, hauled or evaporated): S. Estimated volume of industrial wastewater to be discharged (gal/ day): 'ZO _,s'_ List hazardous wastes generated (type/volume): t4~V _ V Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? YesDate: NoD Page 1of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY AUThyWHY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. Automobile Detàilers Barber/Beauty Shops Business/Sales Offices Cleaning Services Carpet/Upholstery Childcare Facilities Churches Community Centers Consulting Services. Contractors Counseling Services Educational Services (no auto repair/film developing) Financial Institutions/Services Fitness Centers Gas Stations (no car wash/auto repair) Grocery Stores (no film developing) Residential based Businesses Hotels/Motels (no laundry) Laundromats Libraries Medical Offices (no x-ray developing) Mortuaries Museums Nail Salons Nursing Homes Office Buildings (no process flow) Optical Services 0 Pest Control Services (no pesticide repackaging for sale) Pet Boarding/Grooming Facilities Postal Services (no car wash/auto repair) Public Storage Facilities Restaurants/Bars Retail/Wholesale Stores (no auto repair/film developing) Theaters (Movie/Live) CERTIFICATION STATEMENT I certify that the information above is true and correct to the best of my knowledge. Signature:A Print Name: Poke Cj1l/l/ DATE: g io_vi Facility Contact: Title:________________________________________ ENCINA WASTEWATER AUTHORITY 6200 AVEN IDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinaipa.com Page 2 of 2 NONRESIDENTIAL GREEN . . Deve!opment'Services BUILDING CODE STANDARDS . , Building Division C I T V 0 F . MANDATORY MEASURES * . . 1635 Faraday Avenue CARLSWAD ' CERTIFICATION CHECKLIST .B-52 ; -602-2719 Application Checklist for BSç: - Mai Site Development 5.106.1 Storm water pollution prevention plan. For projects of one acre or less, develop a Storm Water Pollution Prevention Plan (SWPPP) that has been designed specific to its site, (x) conforming to'. the State Storm water NPDES Construction Permit or local ordinance, whichever / 'plan is stricter, as is required for projects over one acre. The should cover prevention of soil I/4 loss by storm water run-off and/or wind erosion, of sedimentation and/or of dust/particulate '. / matter air pollution. 5.106.4 Bicycle parking and changing rooms. Comply with Sections 5.106.4.1 and (X) 5.106.4.2; or meet local ordinance, whichever is stricter. 5.106.4.1 Short-Term bicycle parking. If the project is expected to generate visitor traffic, pro'ide permanently anchored bicycle racks within 200 feet of the visitor's entrance, readily . (x) visible to passers-by, for 5 percent of visitor motorized vehicle parking capacity, with a miriimum of one two-bike capacity rack. . 5.106.4.2 Long Term bicycle parking. For buildings with over 10 tenant-occupants, provide - secure bicycle parking for 5 percent of tenant-occupied motorized vehicle parking capacity, (x) with a minimum of one space. dkl/I/2:4 5.106.5.2 Designated parking. Provide designated parking for any combination of low / emitting, fuel-efficient and carpool/van pool vehicles as shown in Table A5.106.5.3.1. . ' . (x) 5.106.8 Light pollution reduction. Comply with lighting power requirements in the California Energy Code and design interior lighting such that zero direct-beam illumination leaves the (x) building site. Meet or exceed exterior light levels and uniformity ratios for lighting zones 1-4 as defined in Chapter 10 of the California Administrative Code, using the following strategies:' Shield all exterior luminaries or use cutoff luminaries " .. (x) 'I/I Contain interior lighting within each source . (x) Allow no more than .01-horizontal foot candle 15 ft beyond the site (X) Contain all exterior lighting within property boundaries . . (x) ,. Exception: See part 2, Chapter 12, Sedtion 1205.6 for campus lighting requirements for 11/4 parking facilities and walkways. . 7 5.106.10 Grading and paving. The site shall be planned and developed to keep surface water. away from buildings. Construction plans shall indicate how site grading or drainage system will (x) manage all surface water flows. . . . . .. / Water Efficiency and Conservation Indoor Water Use 5.303.1 Meters. Separate meters shall be installed for the uses described in Sections 503.1.1 .()<) . through 503.1.3. " ' /. 5303.1.1 Buildings in excess of 50,000 square feet. Separate sub-meters shall be installed - - as follows: . . / 1. For each individual leased, rented, or other tenant space within the building projected to . , (X) consume more than 100 gal/day. .. * 12 .For spaces used for laundry or cleaners, restaurant or food service, medical or dental .' . office, . , .. . laboratory or beauty salon or barber shop projected to consume more than 100 gal/day. ' B-52' Page 1 of 5 Rev. 04/11 Mandatory 5.303.1.2 Excess consumption. Any building within a project or space within a building that is / projeóted to consume more than 1,000 gal/day. A//i (x) 5.303.2 20 Percent savings. A schedule of plumbing fixtures and fixture fittings that will reduce the overalF use of potable water within the building by20 percent shall be provided jj/y( (X) (Calculate savings by Water Use Worksheets or utilize Table 5.303.2.3). . 7 5.303.2.1 Multiple showerheads serving one shower. Whensingle shower fixtures are / served by more than one showerhead, the combined flow rate of all the showerheads shall not ,(j/,41 (x) exceed the maximum flow rates specified in the 20 percent reduction column contained in / Table 5.303.2.3 or the shower shall be designed to a116w only one showerhead to be in operation ata time. . . . 5.303.4 Wastewater reduction. Each building shall reduce the generation of As appliôable wastewater by one of the following methods: 1. The installation of water-conserving fixtures . . (X) 2. Utilizing nonpotable water systems . . (X) 5.303.6 Plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the requirements listed As applicable for each type in items listed in Table 5.303.6. Water closets (toilets) - flushometer type Water closets (toilets) — tank type • (X) 4'J Urinals . . . Public lavatory faucets . . * ,.. . . * . ( X) Public metering self-closing faucets . Residential bathroom lavatory sink faucets . •. • (X) (x) 7.. Residential bathroom lavatory sinks . •r (X) 4 Residential showerheads . (X),j/j'4 Single shower fixtures served by more than one showerhead .. (X) Outdoor Water Use / 5.304.1 Water Budget. A water budget shall be developed for landscaping irrigation use. (x) Al//f 5.304.2 Outdoor potable water use. For new water service, separate meters or submeters . shall be installed for indoor and outdoor potable water use for landscaped areas between .1,000 and 5,000 square feet. . . (x) i9'A 5.304.3 Irrigation design. In new nonresidential projects with between 1,000 and 2,500 .square feet of landscaped area (the level at which the MLO applies), install irrigation controllers and sensors which include the following criteria and meet manufacturer's recommendations. 5.304.1.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection shall comply with the following: . . 1. Controllers shall be weather- or soil moisture-based controllers that automatically adjust irrigation in response to changes in plant's needsas weather conditions change.. . (X) /i/11 2. Weather based controllers without integral rain sensors or communication systems that •' As applica1e. account for local rainfall shall have separate wired or wireless rain sensors which connects or - (x) communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input. Construction Waste Reduction, Disposal and Recycling 5.408.1 Construction waste diversion. Establish a construction waste management plan or (X) meet local ordinance, whichever, is more stringent. . 5.408.2 Construction waste management plan. Submit plan per this section to enforcement (X) authority within the city. . . 5.408.2.1 Documentation. Provide documentation of the waste management plan that meets the requirements listed in Section 5.408.2 Items I thru 4 and the plan is accessible to the . •. (X) enforcement authority. 5.408.2.2 Isolated jobsites. The enforcing agency may make exceptions to the requirements of this section when jobsites are located in areas beyond the haul boundaries of the diversion facility. . .. . - B-52 . Page 2 of 5 Rev. 04/11 5.408.3 Construction waste. Recycle and/or salvage for reuse a minimum of 50 percent of nonhazardous construction and demolition debris or meet local ordinanèe, whichever is more stringent. . Exceptions: ' Excavated soil and land-clearing debris . Alternate waste reduction methods, developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 5.408.4 Excavated soil and land clearing debris. 100 percent of trees. Stumps, rocks ad associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. (X) Building Maintenance and Operation 5.410.1 Recycling by occupants. Provide readily accessible areas that serve the entire - building and are identified for the depositing, storage and collection of nonhazardous material (x) for recycling... . . . . 5.410.2 Commissioning. For new buildings 10,000 square feet and over, building (x) commissioning for all building systems covered by T24, Part 6, process systems and renewable energy systems shall be included in the design and construction -processes of the building project. Commissioning requirements shall include items listed in Section 5.410.2. 5.410.2.1 Owner's Project Requirements (OPR). Documented before the design phase Of , (x) the project begins the OPR shall include items listed in Section 5.410.4. 5.410.2.2 Basis of Design (BOD). A written explanation of how the design of the building (X) systems meets the OPR shall be completed at the design phase of the building project and updated periodically to cover the systems listed-in Section 5.410.2.2. 5.410.2.3 Commissioning plan. A commissioning plan describing how the project will be (X): commissioned shall be started during the design phase of the building project and shall include. . -items listed in Section 5.410.2.3. . ' ' . ' 5.410.2.4 Functional performance testing shall demonstrate the correct installation and , ' -operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. . . . . (x) 5.410.2.5 Documentation and training. A Systems manual and systems operations training are required. 5.410.2.5.1 Systems manual. The systems manual shall be delivered to the building owner or: (x) representative and facilities operator and shall include 'the items listed in Section 5.410.2.5.1-. - 5.410.2.5.2 Systems operations training. The training of the appropriate maintenance staff , (X) for each equipment type and/or system shall include items listed in Section 5.410.2.5.2. . 5.410.2.6 Commissioning report. A complete report of commissioning process activities (x) .undertaken through the design, construction and reporting recommendations for post . - .. construction phases of the building project shall be completed and provided to the owner or 'representative. 5.410.4 Testing and adjusting. Testing and adjusting of systems shall be required for ' buildings less , •- r , . ' (X) than 10,000 square feet. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include, as applicable to the -project, the - - (X) systems listed in Section 5.410.3.2. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with industry (X) best practices and applicable national standards on each system. 5.410.4.3 HVAC balancing. Before a new space-conditioned system serving a building, or (x) space is operated for normal use, the system should be balanced in accordance with the procedures defined by national standards listed in Section 5.410.3.3.1. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report -(X) of testing signed by the individual responsible for performing those services. ,' (X.) maintenance instructions and copies of guaranties/warranties for each system prior to final' - - inspection. 5.410.4.5 Operation and maintenance manual. Provide the building owner with detailed operating and maintenance manual 5.410.4.5.1 Inspection and reports. Include a copy of all inspection verifications and reports .- required by the enforcing agency. B-52 'Page 30f 5 Rev. 04/11 Environmental Quality' Fireplacés 5.503.1 Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace or a (X) Al sealed woodstove and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Sectioh 150. As Applicable 5.503.1.1 Woodstoves. Woodstoves shall comply with US EPA Phase II emission limits. . (X) Weather Resistance and'MóisturéManagemént'. ' - - 5.407.1 Weather protection. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1403.2 and California Energy Code Section 150,(x) /)~ manufacturer's installation instruction instructions or local ordinance, whichever is more stringent. 5.407.2 Moisture control. Employ moisture control measured by the following methods: WA 5.407.2.1 Sprinklers. Prevent irrigation spray on structures. . (X) 5.407.2.2 Entries and openings. Design exterior entries and openings to prevent water intrusion / (X) into buildings. PollutiónControl 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation or during storage on the construction site and until final start up of the heating and cooling equipment, all duct and other related air distribution - (X) component openings shall be covered with tape, plastic, sheet iiietal or other methods to reduce the debris duct the _amount _of_ _or_ _which _may _collect _in_ _system. 5.504.5.3 Filters. In mechanically ventilated buildings, provide' regularly occupied areas of the building with outside and return air prior to occupancy that provide at least a MERV of 8. 5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5:504.4.4 5.504.4.1 Adhesives, sealants, caulks. Adhesives and sealants used on the project shall meet the requirements of the-following standards: (X) 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits as shown in Tables 5.504.4.1 and 5.504.4.2. 2. Aerosol adhesives and smallerunit sizes of adhesives and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencingwith Section 94507. 5.504.4.3 Paint and coatings. Architectural paints and coatings shall complywith Table 5.504.4.3 5.504.4.3.1 Aerosol paints and coatings. Aerosol paints and coatings shall meet the Product- Weighted MlR limits for ROC in Section 94522 (a)(3) and other requirements, including prohibition . on use of certain toxic compounds and ozone depleting substances (CCR, Title 17, Section 94520 et seq.). 5.504.4 Carpet systems. All carpet installed in the building interior shall meet the testing and product requirements of one Of the standards listed in Sectidn 5.504.4.4. . . 50504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of. the Carpet and Rug Institute Green Label Program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 804.4.1. 5.504.4.5 Composite wood-products. Hardwood, plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior ofthe building shall meet the requirements for formaldehyde as specified in Table 5.504.4. .5.504.4.5.2 Documentation. Verification of corripliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: Product certification and specifications Chain of custody certifications Other methods acceptable to the enforcing agency . . . 5.504.4.6 Resilient flooring systems. Comply with the VOC emission. limits defined in the 2009 (X) CHPS criteria and listed on its Cow-emitting Materials List (or product registry) or certified under . the _FloorScore_ program _of_ the _Resilient _Floor_Covering_Institute. B-52. Page 4of5 Rev. 04/11 Indoor Mbistureand.Radon Control . 5.505:1 Indoormoisture control. Buildings shall meet or exceed the provisions of the California ,Building Code, Title 24 Part 2, Sections 1203 (Ventilation) Chapter 14.1. (X) Air quality and Exhaust 5.506.1 Outside air delivery. For mechanically or naturally ventilated spaces in buildings, meet the. -. . (X) minimum requirements of Section 121 of the-California Energy Code, CCR, Title 24, Part 6,añd Chapter 4 of CCR, Title 8 or the applicable local code, whichever is more stringent. 5.506.2 Carbon DIOXIDE (CO2) monitoring. For buildings equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the; , (X) requirements of the latest edition of the California Energy Code, Title 24, Part 6, Section 121(c). . Outdoor Air Quality 5.508.1 Ozone depletion and global warming reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply-with Sections5.508.1.1 and 5.508.1.2. - . As 5.508.1 CFCs. Install HVAC and refrigeration equipment that does not contain CFCs.. . . .. applicable 5.508.1.2 Halons. Install fire suppression equipment that does not contain Halons. . - ,. . (X) ,C '•. .. _____ - . . s ... I, as the professional responsible for this project, certify that, to the best of my knowledge, the mandatory items listed on this form have been incorporated into the project in order to comply with Title 24, Part ilof the 2010 California Green Building Standards. . . . Project Address: L55 Z6L T Plan Check Numbe,: z°1Oá72 Print Name: j2cA)JL( - .' Signed: •;• . License Number 8 9 '' 975 Date ___________________ of Carlsbad. Print Date: 05/08/2018 . Permit No: PREV2017-0176 Job Address: 2855 Gazelle Ct / .. Permit Type: BLDG-Permit Revision Work Class: / Residential Permit Revisi Status: ,. Closed - Finaled Parcel No: 2091202000 - Lot #: - Applied: 08/17/2017 VaIuatiori: $0.00 Reference #: Issued: - 11/27/2017 Occupancy Group: Construction Type Permit 05/08/2018 - Finaled: • # Dwelling Units: • Bathrooms: Inspector: Bedrooms: . • Orig. Plan Check #: CBC2016-0072 Final . Plan Check #: Inspection: - - Project Title: • Description: •IONIS: MINOR CHANGES TO ADD STORAGE ROOM & JANITOR'S SINK Applicant: - I - Owner: DGA • ISIS PHARMACEUTICALS INC <LF> B M - CLAIRE HENDRY R-GAZELLE LP 2550 5Th Ave, Ste 115 SAN DIEGO, CA 92103 17190 Bernardo Center Dr • 618-685-3990 SAN DIEGO, CA 92128 - • FEE AMOUNT BUILDING-PLAN CHECK ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE - $112.50 Total Fees: $ 147.50 Total Payments To Date : $ 112.50 - . Balance Due: $35.00 4-- • • 1 - • .. - ,- •- -. * • -•- • • Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560.f I www.carlsbadca.gov (City of Carlsbad PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue' ' 760-602-2719 www.carlsbadca.gov Plan Check Revision No.P112.017 017-0 Original Plan Check Lo-1 Project Address Z-55 1J€_LJ..1L Date_ ii.- 1•1 Cohtact-ir Ph (oL-1- (P55'-3910 Fax Email ecAj 5a ContactAddress it+"t4 City.c L~o Zip (Z1O General Scope of Work A&y-_I _tJAuL. _1 _ J%—ttOYZ_(v / VT -: Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: Plans Calculations Soils Energy LII Other - 2. S Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existingsheets /LDD Jibl A_\_tv-s_£l - _-\r3-Q_ \L A- o_ 4---_c_21. co Ob A- co Lm3_( _£-0t_('L—)A'ThA_ EXD -Ocb1 _i ( '- 7o1 P.- a 5. Does this revision, in any way, alter the exterior of the project? LII Yes No Does this revision add ANY new floor area(s)? LII Yes - No Does this revision affect any fire related issues? LI Yes 54 No S. Is this a lete set? LI Yes No ~Signature 1635 Faraday Avenue, Carlsbad, CA 92008 t: 760-602- 27 19 f: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov At EsGil Corporation IncPartners/iip with çovernmentforBui&fing Safety DATE: 8/28/17 D APPLICANT JURIS. JURISDICTION: City of Carlsbad I PLAN REVIEWER El FILE PLAN CHECK NO.: PREV2017-0176 SET:! PROJECT ADDRESS: 2855 Gazelle Court PROJECT NAME:. lonis Pharmaceuticals Vivarium Expansion - TI El 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 building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The 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: 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: Telephone #: Date contacted: (by: Email: Mail Teleohone Fax In Person rREMARKS: Applicant to slip sheet revised sheets-to City held sets By: Doug Moody Enclosures: Cc,Z4 1.6 EsGil Corporation - . E] GA LI EJ 0 MB LI PC 8/21/17 ,...9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 J LI Structural Only 1Hr.@* $90.00 Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: Complete Review El Other fl Repetitive Fee Repeats Hourly EsGil Fee I $90.00I City of Carlsbad PREV2017-0176 8/28/17 (DO NOT PAY— THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: PREV2017-0176 PREPARED BY: Doug Moody DATE: 8/28/17 BUILDING ADDRESS: 2855 Gazelle Court BUILDING OCCUPANCY: B/H3 BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Revision Air Conditioning Fire Sprinklers TOTAL VALUE Based on hourly rate Comments: Sheet 1 of 1 ' macvalue.doc + V4 Print Date: 05/08/2018 . ,' Permit No: PREV2017.:0288 1.V . V Job Address: : 2855 GazelleCt . Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Finaled Parcel No: - 2091202000 . Lot #: .- Applied: 12/01/2017 Valuation: $0.00 Reference U: - Issued: 01/08/2018 Occupancy Group: Construction Type Permit - 05/08/2018 - - . Finaled: U Dwelling Units Bathrooms Inspector f Bedrooms:, - Orig. Plan Check U: CBC2016-0072 - Final - V V V ' Plan Check U: ' Inspection: - - ProjectTitle: --- . - Description: IONIS: INCREASED SIZE (WEIGHT & HEIGHT) OF ROOF SCREEN//CHANGED EXHAUST FANS FROM BELT DRIVE TO DIRECT 'DRIVE AppIi nt: ' Owner: V V Contractor: 'V DGA. - 7 V V ISIS PHARMACEUTICALS INC <LF> B M GOOD& ROBERTS INC V CLAIRE HENDRY R-GAZELLE LP V V ,2550 5Th Ave, Ste 115 2455 Impala Dr V 'SAN DIEGO;CA 92103 V 17190 Bernardo Center Dr Carlsbad, CA 92010-7227,. V 618-685-3990 V SAN DIEGO, CA 92128 * V V V . FEE , ' AMOUNT 'BUILDING PLAN CHECK ADMIN FEE ' . V V V $35.00 MANUAL BUILDING PLAN CHECK FEE V ' V V V $112.50 - Total Fees: $ 147.50 - , Total Payments To Date: $ 112.50 V 5Balance Due: V V V $35.00 - V ' -• - : V V 1 V • V , V V * V V ' V ,, - V •V - V S V I V V - . -, V ' I . • , , - V ' 'V • + 'V. Building Division V V. - , , • V V 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 7607602-8560f I www.carlsbadca.goi PLAN CHECK REVISION OR Development Services CCity of DEFERRED SUBMITTAL • Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check NumberLcZY— Tf7-F'lan Revision Number W? Vc2)J 70' Project Address 5S 6Z LL -r General Scope of Revision/Deferred Submittal: 4& ST 4-s k --- ' "- '- -11' CONTACT INFORMATION: Name -U'' Phone (oV-soS-- 6lO Fax Address 2O '' I a n 5 City_S '2-SC) Zip Email Address (C . Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: R Plans [2, Calculations LI Soils LII Energy LI Other 2. Describe revisions in detail 3. List page(s) where each revision is shown E.W 152-IL--S' 10 ta 'je tLc4T ij4t4(D DO 2_ k1-w iS'r 54IM4L c'- --r tci ii tA -no L It I t7L,PrL L) 10 3 . Par 6-44-- L' vZ -o 511 1=i& S I 4. Does this revision, in anyway, alter the exterior of the project? . Yes L'co LI No Does this revision add ANY new floor area(s)? Li Yes No Does this revision affect any fire related issues? LI Yes No Is this a complete set? LI Yes No Signature_LJO Date tô - Li 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602- 2719 f: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil Corporation In cPartners flip with government for cBui&uing Safety DATE: 12/11/17 0 APPLICANT ,,'JURIS. JURISDICTION 'City ofCarlsbid 0 PLAN REVIEWER U FILE PLAN CHECK NO.: CBC2016-0072 REV PREV2017-0288 SET: I PROJECT ADDRESS: 2855 Gazelle Court PROJECT NAME: Ionis Pharmaceuticals Vivarium Revision to Roof Screening - TI LI 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 building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LII 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: 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 contacte.____- Telephone #: Date contacted: ._.__-:J? Email: Mail Telephone Fax In Person REMARKS: Applicant to slip sheet revised sheets to City held sets. By: Doug Moody Enclosures: EsGilCorporatich E GA LI EJ LI MB LI PC 12/4/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2016-0072 REV PREV2017-0288 12/11/17 (DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: CBC2016- 0072 REV PREV2017-0288 PREPARED BY: Doug Moody DATE: 12/11/17 BUILDING ADDRESS: 2855 Gazelle Court BUILDING OCCUPANCY: B/H3 BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee by Ordinance "H Plan Check Fee by Ordinance I $112.501 Type of Review: LII Complete Review Structural Only D Repetitive Fee I Repeats * Based on hourly rate Li Other Hourly 1 Hr. @ * EsGil Fee $90.00 I $90.00I Comments: Sheet 1 of 1 macvalue.doc + 'o~o G S S I Structural Engineers RECEIVE, a . Calculations for DEC 01 26 16039A CITY OFCARLc' BUILDING DIVJS... Jonis Pharmaceuticals, INC Vivarium Expansion Phase 2 r w I c) I N.) I 0 0) rn fli 00 i m m() < —1 ml Zo 1 0 b1 N) I M I c I —(O m I N) N)N) M 00 I I J 2855 Gazelle Court, Carlsbad, CA 92010 445 West Ash Street San Diego, CA 92101 Phone: 619-685-3990 Fax: 619-685-4077 OGSSI Structural Engineers 1 SHEET_____ 1 PROJECT +,tOt'J GSSI NO. 04 ENGR O'G DATE l-t1 lonis Vivarium Phase 2 / Loads: BLC 1, WL Oct 27, 2017 at 9:43 AM Wind Loads Mech screen wall at 12.5.r3d F1.: 4.3 -10 -.43 Use 4 3/4" dia bolts ph/Tn = 14.9 I kips per bolt 10.7 Results for LC 1, WL (.-) Member z Bending Moments (k-ft) * Reaction and Moment Units are band k-ft - - - . Oct 27, 2017 at 9:45 AM Moments and Reactions Mech screen wall at 12.5.r3d 4 4 ' ) : 4. t _I.- - - - ., TYP TYP LI Hlbzlb 1Ib9b /1 /X flbxth LI 0 (irrp. e PERIJIETER mx I NWT 1I6.2e — ITP T'rP. . WIb26 / 1K WIb2b tfi- srt LINE OF ELEVATOR SHAFT BELOW tcAaL51EE • Tr OF a a SCREEN W16.26 St ,-' Sim - N61 - - - - c -- - - — — TYP OPENING - Wlbx2b III63b WIb,7S II -NI6x76 I'I!bx2S 01 I I I I I 1 1 1 I I I 0 I I - I 9 MY,\Y TTP. ( . '' SHEET__________________ O GSSI PROJECT GSSI NO. Structural Engineers ENGR OO& DATE__________________ ( 1aL ________ ' 1.Ir vi '- • . Ck.'.4') 1rIt I\, €-i o4_. l3.2 UJ,(3 006 - °l:' '•.- I - . I - )4 • - its M o OGSSI Structural Engineers I 6039 lonis Pharmaceuticals, INC Expansion A. Vivarium Phase 2. - -: :... r • .•• • 4. - ES THIS DRAWING AND DESIGN IS THE EXCLUSIVE PROPERTY OF STROEIC AIR CORP AND IS COPYRIGHT. IT MUST NOT BE COPIED, OR USED FOR PRODUCTiON, OR COMMUNICATED TO A THIRD PARTY. WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS COMPANY. NOTES: I DISCHARGE NOZZLE TYP-2) 2 FAN HOUSING (TYP-2 3 MOTOR (TYP-2) 4 FAN ACCESS PANEL (TYP-2) 5 SINGLE-WALLED PLETIIUM 6 BOTTOM INLET DUCT CONNECTION 7 BYPASS DAMPER W/ RAIN HOOD 8 ISOLATION DAMPER (TYP-2) 9 FLEXIBLE CONNECTOR (1YP-2) ID PLENUM ROOF CURB II FAN CURB W/ ISOLATORS(TYP-2) 12 PLENUM ACCESS DOOR 13 ENTRAINMENT WINDBAND (TYP-2) -13 TOTAL WI: 5220LB5 ±i 2__ 85 151' 3\ - 10 (PLENUM) 103" UNLESS OTHEEWESE PAM NO, SPRCRETDIMEI'WOEG N/A (2) C30 FANS ON A COMMON PLENUM ARE IN INCHES DATE' W/ BOTTOM INLET OlIN NCES RE El' -- STROBIC AIR ° SR 9/25/17 IN CHECKM A SUBSIDIARY OF CECO ENVIRONMENTAL 700 EMLEN WAY TELFORD, PA 18969 US. PHINHINO. &sin SITE CODE IOENT. NO. IDWG. NO. I U3.PUEEMHO.&II2ISO B (Onis C30 )x2 B) 092517C-1 I US. PATENT NO. IIN6,076 NO TSP ITT SCALE. SHEET I OF I