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HomeMy WebLinkAbout2855 GAZELLE CT; ; CB101045; Permit01-21-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB101045 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2855 GAZELLE CT CBAD Tl Sub Type: INDUST 2091201700 Lot#: 0 Status: ISSUED $5,731,705.00 Construction Type: 2B Applied: 06/11/2010 Reference #: Entered By: RMA ISIS-163,763SFTI,(162,413SF Plan Approved: 10/28/2010 SHELL TO OFFICE/R&D, 1.350 SF SHELL TO WAREHOUSE) Issued: 10/28/2010 Inspect Area: TP Plan Check#: Owner: DPR CONSTRUCTION, INC. 5010SHOREHAMPL SAN DIEGO, CA 92122 619-597-7070 CARLSBAD OAKS NORTH PARTNERS L P 3575KENYONST SAN DIEGO GA 92110 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $13,346.29 Meter Size $0.00 Add'l Reel. Water Con. Fee $8,675.09 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $1,203.66 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic I mpact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0,00 MECHANICAL TOTAL $0,00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $228.00 HMP Fee $1,960.00 TOTAL PERMIT FEES $0.00 $0-00 $0.00 $0.00 $104,317.03 $0.00 $0.00 $0.00 $68,419.56 $0.00 $1,847.00 $4,610.00 $306.00 $0.00 $180,126.96 $0.00 $0.00 $385,039.59 Total Fees:$385,039.59 Total Payments To Date:$385,039,59 Balance Due:$0.00 Inspector: FINAL APPROVAL Date: ,Clearance: NOTICE: Please take NOTICE tha! approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3,32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF BylWing Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718/2719 Fax760-8Q2-S5S8 wwvj.carl3bactca.gov Isis Pharmaceuticals, Inc. JOBABOm-SS 28S5 Gazelle Court 14 OeSURil'tlON OF WORK: Imtttltt 84MM ft Tenant Improvements Carlsbad Qaks M (•XiSTINGUSE r two»story office and research & development building. This project is located in Business Park. Separats shell pennltsubmittai in plan check review permit SCB10-0608.fffi, tJsttiW^fo&L PAflOSISF) N/A AID CDNDITIOWlMS (NReSPRifikLiftS Vacant Las-sd Office, RSD N/A DECKS (Sf) N/A COMWCTMAWE (WO/fi'MiMtForailpf.Aco.it)David Keith c/o DGA Architects ADDRESS ADDSSSS 17titt S0rnarto Center Drop CITY STATE ZIP ffllflt criv SanDieno STATE 82128 PHONE :(S1»88S4890 PHONE (858)495-9840 FAX EMAIL dksith@dga-sd.com 6MAIL fedarico.mina(ibiom6dreaity.com fRWWffi OWNER HAME BMR.Ga20!fe Court LLC CUNTHACWU BUS. NAME AOOBESS' Frank Jones c/o DPR Gonstmction ADDRESS 17198 Bemarto Center Drive 5010 Shoreham Place CITY San Diego STATE •OA 92123 CITY ^ San Diecjo /swi '92122 WONg',FAX (85§)48S-SB43 PMON6 FAX EMAIL frankjo@dprinc.com. ARCH/OfflitWER NWS i MOR^San Bteoo, 03101 •'C-22219.B'11SIM4 (Set 703 t88usi«9M and Prof8Mionse<H!a:Aiw^<>C^unW^l<^'*'IMiwsapennltW«>nsBuct, altar, improva.tferoollsrtorrafiaifsiwant to ths provfsions of tha Coottaowt's Ucensa LaWICnapiw s.s far the allegsd exemption. Any violation of Soalon 7031.5 by any ap e si o<i<ul<IMi, , . -----appltesnt ftp MOn p«imlt to fllB a sfgoad statement that he is llcanwq pursuant to ths provfsions of tha Coottaowt's Ucensa LaWICnapiw s.comffBusiness ana Professions Code! or !Jiat he is exempt therefrom, and tne basis fa to its issuance* also te&Hli&s the civil psnaltj of riot ni*4 than live wundisa dollars C$800}}. t, as requ.^ i^ ' TOs £<£UM need rat te completed if t\g permit Is for wft IMK)»I Oolais [S1GO] or tea Qc«U«rat8o!Exemp«on: Irani!/ Sat in fepafemianc^^ Colitedla. WAniltfM:FaitU(« to secure worters'(Mrapei83acowra9 is unlawfut^ind shall sul^iK^ an omployer la cilmlimliiiMalllss and civil B^ r«idsJ^^ Jg£ CONfRACTOH SiGNATlIRE siacU]relsnotin!e^^ (M /J I as owrar of Itio property, am exciusJrety contrasir.g ailti Ecensaa conlractora to consirecl to pto;sct (Sec. 7044, Business ;md Prafesaons Ccds: The Conlrectar's Lfcereo l.aa doss nol apply Id an owiar o! property wlo IjoMsflf WSITOB tatsan, and comracB for sued prolocft nl!ii conlra;;:ot(s) 5ojn:c-i pursuant 10 the Contraaor's Ucaraa l.a-.v). |~J IsnuneapriiBiletSacfai 9<ishea aid PateAitB Coda tor itereason: 3. 1 ha»s conlraetea VflBt the fetarfr^ psiaat (8nii) sj (iJWda lha praposed consWdionihiMansBtBa^fess/prioiB/c 4. IfSamopOTMsrAtwsotfewoflt, butlnairaliiritftefo^ nM(M^ inetota^perrais DATS £//<>/*. Is ths applicant or future building occupant required !o submit a busmessoian, acutely hazardous materials registration fotm or risk management and prevention program under Sections 25505,25533 or 25534 of the PresteyrTanner Hazardous Subdan&AxDMtAct?. [7] Yes Otto . Isihe applicant or blurs buildingoaupSnf requlreti to obi* a permitfrbm tha a'rpollatlon comroljana ordrguallly nanagemanWIsttct? iSpes Q No Istbefaetlltytabs constructed within toOOfeet ofthe outer boundary of aschoolslte? LJYss [7]1 IF Afff Of THE AN®/ifERS ARE YES, AHHALGERTIFtCATE OFOCCUPAN EM&TCENCY SERVICES AND THE AIRPOLLUTIOK CONTROL DISTRJCT. I hereby affirm that there is a catistrucBon lending agency for the performance of fte work this perwt is issued (Sec. 3087 (i) Civil Cods). Lender's .Name • JS/A iendei'sAddress • . W/& I rettifyliiatlliaveraadthBappliiationancI state tliattteabmaijifoirreitioniscorrectandttatBieinfoiraationon the plans is ara Ih8r*ysuftorize«pe»tateof(lieatyof&*b0toenteruppnthear^^ EXPIRWIOit Every permit issued by n ttedateof such permltiirfj under the r^ow*rw « ftfetoe sh^ expire 6y W8fa a«l becxme nula^ wo* authorized by sudi perMis suspended or abandoned at any time alter the work is commenced tor a perigd of 180 days jSeeSon 1064.4 Unitorm ailiding Code); DATE i City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Permit#: Project Name: Address: Contact Person: Sewer Dist: Inspected / Bv: n Inspected Bv: Inspected Bv: Comments: Date: CB101045 PermitType: ISIS-1 63,763 SFTI, (162,41 3 SF Sub Type: SHELL TO OFFICE/R&D, 1 .350 SF SHELL TO WAREHOU 2855 GAZELLE CT SHAWN ROBINSO Phone: 6199217831 CA Water Dist: CA ^X? Date / / r. (qa~^ Inspected: IMA &&*(n*^ I '} / Date Inspected: Date Inspected: Lot: 0 Approved: js Approved: Approved: 08/10/2011 Tl INDUST Disapproved: Disapproved: Disapproved: City of Carlsbad Bldg Inspection Request For: 08/10/2011 Permit# CB101045 Title: ISIS-163,763 SFTI,(162,413 SF Description: SHELL TO OFFICE/R&D, 1.350 SF SHELL TO WAREHOUSE) Type:TI Sub Type: INDUST Job Address: 2855 GAZELLE CT Suite: Lot: 0 Location: APPLICANT DPR CONSTRUCTION, INC. Owner: Remarks: Inspector Assignment: TP Phone: 6199217831 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: SHAWN ROBINSON, D.P.R. Entered By: CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# PCR.10104 ISSUED'' ISIS: DEFERRED SUB: ENGINEERIN; FOR FRONT OF BUILDING ISIS: STANTION DETAILS & LOAD ; CALCS FOR FUTURE PV SYSTEM // PV SYS. WIL ISIS: REVISION TO PCR10-115; STATIONS FOR PV SYSTEM ISIS-DEFERRED SUBMITTAL FOR; CURTAIN WALL ISIS: DEFERRED SUBMITTAL FOR; LN2 WALL, TANK SUPPORT-FENCE DETAILS & C ISIS- DEFERRED SUBMITTAL FOR; STRUCTURAL GLASS WALL ISIS- REVISIONS ADD EXTERIOR; ROLL UP DOOR & ONE INTERIOR/ ESTEND EXTE ISIS(TI) - STRUCT FOOTING& PAD; FOR DI TANK/ ADDED SMOKE FIRE DAMPERS/U IS IS PHARMACEUTICALS; SHELL BUILDING PCR10115 ISSUED PCR10119 ISSUED PCR10133 ISSUED/ PCR11002 ISSUED** PCR11029 ISSUED'' ISSUED/ ISSUED/ PCR11053 PCR11054 SW100164 ISSUED/ Inspection History Date Description 07/13/2011 39 Final Electrical 07/13/2011 49 Final Mechanical 07/12/2011 84 Rough Combo 07/12/2011 89 Final Combo Act PA PA WC PI Insp TP TP TP TP Comments FINAL WALK THRU City of Carlsbad Bldg Inspection Request For: 08/10/2011 Permit# CB101045 07/11/2011 84 Rough Combo 07/11/2011 89 Final Combo 06/29/2011 89 Final Combo 06/28/2011 84 Rough Combo 06/28/2011 89 Final Combo 06/27/2011 84 Rough Combo 06/27/2011 89 Final Combo 06/22/2011 14 Frame/Steel/Bolting/Welding 06/22/2011 24 Rough/Topout 06/22/2011 34 Rough Electric 06/22/2011 34 Rough Electric 06/22/2011 44 Rough/Ducts/Dampers 06/21/2011 34 Rough Electric 06/16/2011 14 Frame/Steel/Bolting/Welding 06/16/2011 24 Rough/Topout 06/16/2011 34 Rough Electric 06/16/2011 44 Rough/Ducts/Dampers 06/09/2011 14 Frame/Steel/Bolting/Welding 06/09/2011 24 Rough/Topout 06/09/2011 34 Rough Electric 06/09/2011 44 Rough/Ducts/Dampers 06/09/2011 84 Rough Combo 06/08/2011 14 Frame/Steel/Bolting/Welding 06/08/2011 24 Rough/Topout 06/08/2011 34 Rough Electric 06/08/2011 44 Rough/Ducts/Dampers 05/26/2011 84 Rough Combo 05/24/2011 14 Frame/Steel/Bolting/Welding 05/24/2011 27 Shower Pan/Roman Tubs 05/23/2011 27 Shower Pan/Roman Tubs 05/19/2011 14 Frame/Steel/Bolting/Welding 05/19/2011 24 Rough/Topout 05/19/2011 24 Rough/Topout 05/19/2011 27 Shower Pan/Roman Tubs 05/19/2011 34 Rough Electric 05/19/2011 44 Rough/Ducts/Dampers 05/16/2011 14 Frame/Steel/Bolting/Welding 05/16/2011 17 Interior Lath/Drywall 05/16/2011 24 Rough/Topout 05/16/2011 27 Shower Pan/Roman Tubs 05/16/2011 34 Rough Electric 05/16/2011 44 Rough/Ducts/Dampers 05/12/2011 17 Interior Lath/Drywal! 05/12/2011 24 Rough/Topout 05/12/2011 34 Rough Electric 05/12/2011 34 Rough Electric 05/12/2011 44 Rough/Ducts/Dampers 05/10/2011 84 Rough Combo 05/09/2011 14 Frame/Steel/Bolting/Welding 05/09/2011 24 Rough/Topout Inspector Assignment: TP we PI PI we PI we PI AP AP AP AP AP PI AP AP AP AP PA PA PA PA AP AP AP AP AP PA PA AP AP PA we PA AP PA NR CO AP we NR AP we PA we we AP PA PA we we TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP FINAL WALK THRU WALK THRU SECT C & B START FINAL WALK THRU SECT C +CC+B, BB START FINAL WALK THRU SECT. C & CC T-CLNGS SECT. A, B, BB, C, CC COMPLETE LITES SECT. A, B, BB, C, CC COMPLETE ELECT @ LAB BENCHES SECT C & B DUCTS, VAVs, PLMN A, B, BB, C, CC COMPLETE EGRESS WALK THRU W/FIRE T- CLNG SECT B LABS 1 & 2 FLR PIPING CLNG LITES DUCTS, EXHAUST ( FUME HOODS, BENCHES) T-CLNG B SECT. 2ND FLR CLNG LITES B SECT 2ND FLR DUCTS, VAVs B SECT 2ND FLR TCEIL SECT C, B & BB 1&2 FLR, CLNG LITES '"" DUCTS T CEIL A SECT CLNG LITES"" DUCTS, VAVS " " T-CEIL A SECT 1ST FLR SECT. A PMTR TO PLACE TILE 1ST FLR 2ND FLR SHOWER PANS T - CLNG A SECT BONDERS 2ND FLOOR 2ND FLR SHOWER PANS CLNG - LITES TOCLNG SECT A MAIN LOBBY WIRE WAY SECT B & C T-CLNG TO PLACE BORDER TILE SECT. B DSB, SUB PNLS, XFMRS ELECT RMS 1770, 1448, 2442, 2724 SECTS CLNGS SECT B SOUTH HALF CONSTRUCTION TESTING & ENGINEERING. INC. 1441 MONTIEL ROAD, SUITE 115 I ESCONDIDO, CA 92026 I 760.746.4955 I FAX 760.746.9806 FINAL REPORT FOR SPECIAL INSPECTION June 23, 2011 CTE Project No. 10-10400T City Of Carlsbad Building Inspection Department 1635 Faraday Avenue Carlsbad, CA 92009 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION PERFORMED UNDER PERMIT NUMBER: CB101045 PROJECT ADDRESS: 2855 Gazelle Court I declare under penalty of perjury that, to the best of my knowledge, all of the work requiring special inspection of field welding has been completed. The inspected work for the structure constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the applicable building code/s. Executed on this twenty third day of June 2011. TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTIEL ROAD SUITE 115 ESCONDIDO, CA 92026 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: Tom Gaeto State of California Registration Number: 40182 Expiration Date: 9/30/12 SIGNATURE: SAN DIEGO I ESCONDIDD I RIVERSIDE I VENTURA I MERCED I TRACY I SACRAMENTO I PALM SPRINGS GEOTECHNICAL I ENVIRONMENTAL | CONSTRUCTION INSPECTION AND TESTING I CIVIL ENGINEERING I SURVEYING Feb15, 2011 Inspection. Isis Pharmaceuticals Inc. 2855 Gazelle Court Carlsbad Ca, 92010 Subject: Torque Test. Tim Phillips, Ickler Electric has performed all necessary procedures to insure that the main service has been torqued with certified, calibrated tools, to the manufactures specifications. All equipment has been thoroughly installed, and inspected by qualified personnel. Best Regards, Rich Taylor IckSer Eiectric Corp. rich(5>icklerelect ric.com 12175 Dearborn Place * Poway, CA 92064 • * FAX 486-4137 • Lie. #547388 rax EsGil Corporation In Partnership with government for <BuifcCing Safety DATE: OCTOBER 26, 2O1O a APPLICANT a JURIS. JURISDICTION: CARLSBAD a PLAN REVIEWER a FILE PLAN CHECK NO.: 10-1045 SET: IV PROJECT ADDRESS: 2855 GAZELLE COURT PROJECT NAME: ISIS PHARMACEUTICALS BUILDING (T.I. PACKAGE) XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW 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: DAVID KEITH C/0 DGAAIA 445 WEST ASH, SAN DIEGO, CA92101 e mail: dkeith@dga-sd.com 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: DAVID Telephone #: 619 685 3990 Date contacted: (by: ) Fax #: 6196851077 Mail Telephone Fax In Person [X REMARKS: The Building Official to check for Fire Department's approval of the latest updated hazardous material opinion and report. By: Glen Adamek FOR ALI SADRE Enclosures: EsGil Corporation IE1 GA D EJ D PC 10/20/2010& slip-sheeted 10/25/2010 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 EsGii Corporation In (Partnership -with government for (Building Safety DATE: SEPTEMBER 20, 201O O JURISDICTION: CARLSBAD a FILE PLAN CHECK NO.: 10-1045 SET: III PROJECT ADDRESS: 2855 GAZELLE COURT PROJECT NAME: ISIS PHARMACEUTICALS BUILDING (T.I. PACKAGE) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor 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. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: DAVID KEITH C/O DGA AIA 445 WEST ASH, SAN DIEGO, CA 92101 e-mail: dkeith@dga-sd.com Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: /DAVID Telephone #: 619-685-3990 iDate contacted: il <(by*) Fax #: 619-685-4077 l ^-^felephone Fax \f\t\ Person XI REMARKS: Please see attached for remaining items from previous list. By: ALI SADRE Enclosures: EsGil Corporation IEl GA D EJ D PC 9/14/2010 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold underlined font are current. A complete updated plan review will be done when the required complete corrected hazardous material opinion and report as per CBC, Section 414.1.3 is provided. See the item #59 that follows. • GENERAL 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 2. A reminder that all sheets of the revised plans and the first sheet of the revised calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. • FIRE BARRIERS 10. The plans and the latest Hazardous Material Report by Klausbruckner and Associates show many of the non-H-occupancv areas not in one of the proposed control areas. There seems to be more than four control areas within the building. Note: all non-H-occupancv areas must be in one of the proposed "Control Areas". Please correct the plans and the Haz-Mat Report. (Are there five, six, or more separate "Control Areas" within this building?) On sheet A-003 clearly show the limits of all the H-occupancy areas. See item #59 that follows. A two-hour fire barrier separation is required between the control areas and the rest of the building, unless if the entire floor is a control area. See Table 414.2.2. • ADDITIONAL 30. Please see attached for the P/M/E items. 31. 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. 32. 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 ALI SADRE at Esgil Corporation. Thank you. 4 PLUMBING AND MECHANICAL CORRECTIONS 4 PLAN REVIEW NUMBER: 101045 SET: III PLAN REVIEWER: Glen Adamek * GENERAL AND ARCHITECTURAL PME ITEMS 58. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 59. The new revised Hazardous Material Report by Klausbruckner and Associates ("The Report") must be corrected as per the following. Please provide a complete response addressing the following items. Please provide a hazardous material opinion and report as per CBC, Section 414.1.3. The Hazardous Material Report by Klausbruckner and Associates clearly is not the design report required by CBC, Section 414.1.3. B) No response provided. "The Report" does not address where and how the hazardous materials are to be used. C) Please address in the "The Report" and on the drawings to locations of each of the proposed Lead Acid Station Battery Rooms. "The Report" does not address Lead Acid Station Battery Room requirement as per the CFC and CBC, Table 508.2. D) "The Report" still does not address what materials are incompatible and does not show how the proposed incompatible materials are to be separated. Please provided data to show compliance with CMC, Section 505.1: "Separate and distinct systems shall be provided for incompatible materials." "The Report" states that incompatible materials shall separated as per CFC2703.9.8. But the report does not address the sizes of containers for each of the proposed hazardous materials. And does not detail the separations of incompatible materials. E) The plans and the latest Hazardous Material Report by Klausbruckner and Associates show many of the non-H-occupancv areas not in one of the proposed control areas. There seems to be more than four control areas within the building. Note: all non-H- occupancv areas must be in one of the proposed "Control Areas". Please correct the plans and the Haz-Mat Report. (Are there five, six, or more separate "Control Areas" within this building?) On sheet A- 003 clearly show the limits of all the H-occupancy areas. "The Report" does not clearly show the limits of each of the separate "Control Areas". H) No response provided. Please address the design data and calculations for each of the required ventilation systems. 60. No floor plan provided in Attachment #40? The new revised Hazardous Material Report by Klausbruckner and Associates ("The Report") does not include separate floor plans of each of the H-occupancy rooms showing the locations of each of the proposed hazardous materials and the locations of each of the required "listed cabinets for flammables" as per the Hazardous Materials Inventory Report. Include a separate floorplan and a Technical Report as described in CBC 414.1.3 for "H" occupancies. Provide data on the proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307.1(1) and 307.1(2). 61. The Fire Department must review the required hazardous material opinion and report. The Building Official to check for Fire Department's approval of the required hazardous material opinion and report. 4 PLUMBING (2006 UNIFORM PLUMBING CODE) 65. Please correct detail 6 on sheet P-501 and detail 2 on sheet P-406 to show the required gas piping sediment traps on the other side of the required appliance shut-off valves. The drawings have not been corrected. Please correct the locations of the required gas piping sediment trap at each gas appliance, shown in detail 6 on sheet P-501 and on sheet P-406, to be to be between the required shut-off valve at each appliance and the appliance. Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap, (or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 68. The new revised Hazardous Material Report by Klausbruckner and Associates ("The Report") does not seem to address what is proposed to be discharged into the proposed industrial waste system and no other data was provided as to what is proposed to be drained into the proposed industrial waste system. Please correct. Please provide data on each of the proposed industrial drain waste and vent systems showing what types of materials are to be drained into the proposed industrial waste systems. CPC, Section 811.0. 71. See item # 68 above and provide written response to the material to be drained into the proposed industrial waste system and data on required treatment system. As per the response: "Pending City of Carlsbad Waste Disposal Review." To be reviewed when provided. Please provide written approval of the proposed industrial waste systems draining into the sewer system from the serving sewer agency. Including any and all requirements for treating the proposed industrial waste. 72. This item to be reviewed when the items # 68 and 71 above are addressed. On sheet P-405 clearly show the location of the required treating systems for the proposed industrial waste. Please provide riser or isometric drawings for the industrial drain waste and vent systems. 75. Provide the following information concerning the water heater: B) The engineers design and the detail 7 on sheet P-501 show a minimum 6 inch embedment of a % inch bolt epoxv in concrete, but the slab is only 4 inches thick. Please address. Please provide engineers design calculations and detail for the seismic bracing of the hot water tank by bolting the tank feet to the slab floor and provide calculations for the required foundation design. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2. • MECHANICAL (2006 UNIFORM MECHANICAL CODE) 81. The drawings do not show the required ladder to access roof over the Chiller room at roof access hatch shown on sheet M-224C Note 10. Please detail roof access to roof mounted HVAC equipment. CMC 904.10.3.3. 83. Sheet M-203A Note 6. shows a kitchen hood over the range in the Coffee Room (kitchen) for the Lunch Room. The Note calls out a "Residential Kitchen Hood", but this is not in a dwelling unit. A minimum Type II Kitchen hood is required. Please correct. Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. UMC 403.7. 85. The response states: "No product conveying exhaust. Referto architectural plans for fume hood detail." BUT. ALL THE PROPOSED LAB FUME HOOD ARE PRODUCT CONVEYING SYSTEMS. PLEASE ADDRESS WHAT IS BEING DONE WITHIN EACH FUME HOOD SYSTEM AND WHAT TYPE OF MATERIAL IS BEING USED WITHIN EACH FUME HOOD. To be reviewed when the complete HAZMAT report is provided. Please provide complete design data for fume hood and exhaust systems. Product conveying exhaust terminations may be no closer than 10' above grade, to the property line, or from openings back into the building. UMC 506.9 86. ALL THE PROPOSED LAB FUME HOOD AND GENERAL LAB EXHAUST SYSTEMS ARE NOT ENVIRONMENTAL AIR EXHAUST SYSTEMS (THEY ALL SEEM TO BE PRODUCT CONVEYING SYSTEMS). PLEASE ADDRESS WHAT IS BEING DONE WITHIN EACH FUME HOOD SYSTEM AND WHAT TYPE OF MATERIAL IS BEING USED WITHIN EACH FUME HOOD. The response states: Refer to architectural plans for fum hood details. Environmental exhaust only. A) Proposed exhaust services are listed in the Exhaust fan schedules. B) No product conveying exhaust. E) Exhaust discharge clearances have been noted on plans." To be reviewed when the complete HAZMAT report is provided. Please provide complete design data for fume hood and exhaust systems. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. A) Clearly show the proposed materials to be exhausted by each proposed exhaust system. B) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 C) Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 D) Detail the required make-up air as per UMC 505.3 E) Detail the exhaust outlet clearances as per UMC 504.5 (Environmental) & 506.9 (Product conveying). F) Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 G) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC 505.1 H) Detail minimum duct conveying velocities as per UMC 505.2 & Table 5-1 I) Detail duct cleanouts as per UMC Section 506.3 J) Detail duct support as per UMC 506.5 & 6040.5 K) Detail fire protection as per UMC 506.6 & 610.6 L) Detail clearances from combustibles as per UMC 506.7 & 610.7 M) Detail protection from physical damage as per UMC 506.8 & 604.4. 88. Sheet A-215 shows "Fume Hoods with solvents and Nitrogen gas within the hood. "Not an Environmental Air Exhaust system." But no cut-sheets plans detail and design calculations provided? No mechanical plans, details, calculations and listing data for each of the proposed fume hoods shown on the A-sheets. To be reviewed when the complete HAZMAT report is provided. Please provide mechanical plans, details, calculations and listing data for each of the proposed fume hoods proposed. 89. The A-sheets do not include the area of tenant improvement of the Central Plant Area (see sheet M-401) for the Chiller Room and the Boiler Room. Also, correct the separation of the required two exits form the Boiler Room to be minimum one-half the length of the maximum overall diagonal dimension of the room, as per CBC, Section 1015.4. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. il Corporation In (Partnership -with government for (BuiCding Safety DATE: AUG. 04, 2010 JURISDICTION: CARLSBAD PLAN CHECK NO.: 10-1045 SET: II PROJECT ADDRESS: 2855 GAZELLE COURT PROJECT NAME: ISIS PHARMACEUTICALS BUILDING (T.I. PACKAGE) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor 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. XJ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XJ The applicant's copy of the check list has been sent to: DAVID KEITH C/0 DGA AIA445 WEST ASH, SAN DIEGO, CA 92101 e-mail: dkeith@dga-sd.com Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: DAVID Telephone #: 619-685-3990 Date contacted f/3/10 (\$d-&) Fax #: 619-685-4077 elephone Fax .xTn Person XI REMARKS: Please see attached for remaining items from previous list. By: ALI SADRE Enclosures: EsGil Corporation S GA IEI EJ D PC 7/27 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. A complete updated plan review will be done when the required complete hazardous material opinion and report as per CBC, Section 414.1.3 is provided. See the item #59 that follows. • GENERAL 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 2. A reminder that all sheets of the revised plans and the first sheet of the revised calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. . ADDITIONAL 30. Please see attached for the P/M/E items. 31. 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. 32. 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 ALI SADRE at Esgil Corporation. Thank you. • ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) PC # 10-1045 PLAN REVIEWER: Eric Jensen • ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) PC # 10-1045 38. The mechanical design has the above ceiling areas designed as return air plenums. Describe all wiring types for all systems that may be installed in this plenum area demonstrating compliance with NEC 300.22(C). See bullet. 39. Cable tray is shown installed throughout the return air plenum style of ceiling. Describe how compliance with NEC 300.22(C) will be met for all wiring types/systems that will be installed in the cable tray itself. See preceding bullet. • Is it apparent somewhere that the ceiling is a return air plenum requiring restricted wiring methods? If so, please identify the location(s) on the plans or specifications that I may find this information. If not, add the information to the electrical plans that the above ceiling area is a return air plenum requiring metallic raceways, enclosed cable trays, and/or plenum rated cabling per NEC 300.22(C). 48. Provide the shutdown design for the refrigeration machinery room per CMC 1109.4. Where, on the mechanical plans, is this information to be found detailing the shut down required in the mechanical code? (All electrically energized equipment located in the "room"). 52. The emergency lighting (egress, exit, and exterior egress) is provided by what design? Clarify on the floorplans. Sheet E2.1.A has the emergency circuiting to non-emergency panels? I didn't check any other sheets. 55. Lighting design to the right of column "P"? (Not complete @ shell). • ENERGY CONSERVATION 56. The ENV-1C (Part 1 of 3) has many assemblies listed however I'm having problems with the joint appendix verification of the assemblies. Please expand on how the following specifications were determined: Wall/0.177/JA4.3.6-F5 & roof/.045/4.2.6-A2. Please provide the revised energy packet. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. • PLUMBING AND MECHANICAL CORRECTIONS « PLAN REVIEW NUMBER: 101045 SET: II PLAN REVIEWER: Glen Adamek * GENERAL AND ARCHITECTURAL PME ITEMS 58. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 59. As per the response: "To be furnished at a later date." To be reviewed when provided. Please provide a hazardous material opinion and report as per CBC, Section 414.1.3. The Hazardous Material Report by Klausbruckner and Associates ("The Report") clearly is not the design report required by CBC, Section 414.1.3. A) As per the Introduction in "The Report" it clearly states: "This report is intended to help the owners effectively determine the requirement necessary to meet the 2007 Editions of the California Fire Code and the Building Code." It does not address the proposed designs to comply with the 2007 Editions of the California Fire Code and the Building Code. Please provide the designer's "Hazardous Material Opinion and Report". B) "The Report" does not address where and how the hazardous materials are to be used. C) "The Report" does not address Lead Acid Station Battery Room requirement as per the CFC and CBC, Table 508.2. D) "The Report" states that incompatible materials shall separated as per CFC2703.9.8. But the report does not address the sizes of containers for each of the proposed hazardous materials. And does not detail the separations of incompatible materials. E) "The Report" does not clearly show the limits of each of the separate "Control Areas". F) "The Report" addresses "Outdoor Control Area" that is enclosed? Control Areas are inside the building, not outdoors. Please correct. G) "The Report" addresses "Exterior Enclosure", but the H3/H4 area is inside the building. Not exterior of the building. Please correct. H) Please address the design data and calculations for each of the required ventilation systems. 60. As per the response: "To be furnished at a later date." To be reviewed when provided. Include a separate floorplan and a Technical Report as described in CBC 414.1.3 for "H" occupancies. Provide data on the proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307.1(1) and 307.1(2). 61. The Fire Department must review the required hazardous material opinion and report. The Building Official to check for Fire Department's approval of the required hazardous material opinion and report, when provided. • PLUMBING (2006 UNIFORM PLUMBING CODE) 62. Sheet G-002 shows the Total Gross Floor Area for the Buildings on the site to be over 176,000 square feet (928 square feet of H-3, 4,795 square feet of Central Plant, and 170,838 square feet of main building floor area). But the sheet A-001 shows the Total Gross Floor Area for the Buildings to be only 154,459 square feet. Please correct the 22,000 square foot different. Please correct. Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 63. The water line sizing calculations to be reviewed when the complete corrected water line sizing calculations are provided. The Shell Building Water Line Sizing Calculations were not included in the plan package provided. Correct the water line sizing calculations on sheet P-003: A) For the only 5.5 psi water meter pressure loss used in the domestic water line sizing calculations, the total domestic water demand must not exceed 160 GPM (plans show 218 GPM total domestic water demand at the water meter). And for the only 1 psi water meter pressure loss used in the reclaimed water line sizing calculations, the total reclaimed water demand must not exceed 45 GPM (plans show 50 GPM total reclaimed water demand). Please provide a copy of the Shell building water line sizing calculations to compare to the T.I. design. Please correct. As per CPC, Chart A-1 the water meter pressure loss of only 5.5 psi is incorrect, (about 20 psi seems to be correct as per the data provided) B) Please provide a copy of the Shell building domestic and reclaimed water line sizing calculations to compare to the T.I. design. Or complete the water line sizing calculations for the T.I. design. Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. UPC 610.0 or Appendix 'A'. 64. The Shell Building drawings sheet P-100 was not included in the plan package? No calculations for the 5 psi gas system shown on sheet P-306 of the Tl plans were provided in this plan package? Provide gas line plans and calculations, showing gas pressures, piping material types, pipe lengths, gas demands and pipe sizing method used for each gas system, from the public gas meter to each of the gas fixtures. UPC Section 1217.0. 65. Please correct the location of the required gas piping sediment trap at each gas appliance, shown in detail 6 on sheet P-501 and on sheet P-406, to be to be between the required shut-off valve at each appliance and the appliance. Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap, (or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 68. As per the response to this item: "Architect to provide HAZMAT report." And as per the response to the correction # 59: "To be furnished at a later date." To be reviewed when the complete HAZMAT report is provided. Please provide data on each of the proposed industrial drain waste and vent systems showing what types of materials are to be drained into the proposed industrial waste systems. CPC, Section 811.0. 70. The cut-sheets and installation instructions for both the Polypropylene Industrial Waste Piping system (PP), item #2 on sheet P-001 and the Polyvinylidene Flouride Industrial Waste Piping system (PVDF), item #3 added on sheet P-001 were not found in the plan packages provided? Provide cut-sheets and installation instructions for each of the proposed piping material systems proposed to be used for each of the proposed industrial waste systems. 71. As per the response: "Pending City of Carlsbad Waste Disposal Review." To be reviewed when provided. Please provide written approval of the proposed industrial waste systems draining into the sewer system from the serving sewer agency. Including any and all requirements for treating the proposed industrial waste. 72. On sheet P-405 clearly show the direction of flow of the existing horizontal industrial waste lines and the location of the required treating systems for the proposed industrial waste. Please provide riser or isometric drawings for the industrial drain waste and vent systems. 74. Complete the Deionized Water system piping plans on sheet P-406 to show the required domestic water connection to the Dl system including back flow protection and the circulation pump and Dl water supply piping from the Dl water storage tank. Please provide Deionized Water system piping plans. 75. Provide the following information concerning the water heater: B) Please provide engineers design calculations and detail for the seismic bracing of the hot water tank by bolting the tank feet to the slab floor and provide calculations for the required foundation design. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2. 76. No Specification books provided as part of the permit packages provided for plan check review to Esgil Corp. If Specification books are to be part of the plan packages for review, then please provide two complete signed Specification books. 6012 Identification of a Potable and Nonpotable Water System. In all buildings where potable water and not potable water systems are installed, each system shall be clearly identified. Each system shall be color coded as follows: 601.2.1 Potable Water- Green background with white lettering. 601.2.2 Nonpotable Water - Yellow background with black lettering, with the words "CAUTION: NONPOTABLE WATER, DO NOT DRINK". Table 6-1 Minimum Length of Color Field and Size of Letters. See Table. * MECHANICAL (2006 UNIFORM MECHANICAL CODE) 81. Please provide sheet numbers showing where the required roof access to roof mounted equipment is shown. Please detail roof access to roof mounted HVAC equipment. CMC 904.10.3.3. 83. Where are the calculation for the required exhaust ventilation amounts located? Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. UMC 403.7. 85. To be reviewed when the complete HAZMAT report is provided. Please provide complete design data for fume hood and exhaust systems. Product conveying exhaust terminations may be no closer than 10' above grade, to the property line, or from openings back into the building. UMC 506.9 86. To be reviewed when the complete HAZMAT report is provided. Please provide complete design data for fume hood and exhaust systems. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. A) Clearly show the proposed materials to be exhausted by each proposed exhaust system. B) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 C) Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 D) Detail the required make-up air as per UMC 505.3 E) Detail the exhaust outlet clearances as per UMC 504.5 (Environmental) & 506.9 (Product conveying). F) Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 G) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC 505.1 H) Detail minimum duct conveying velocities as per UMC 505.2 & Table 5-1 I) Detail duct cleanouts as per UMC Section 506.3 J) Detail duct support as per UMC 506.5 & 6040.5 K) Detail fire protection as per UMC 506.6 & 610.6 L) Detail clearances from combustibles as per UMC 506.7 & 610.7 M) Detail protection from physical damage as per UMC 506.8 & 604.4. 87. The limits of the ceiling plenum shown on the "Mechanical Overall Plans" do not seem to match what is shown on the enlarged mechanical floor plans. Please correct to agree. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: A) No sheet M0.1 provided in the plan package? Specify that all combustible materials exposed within the plenum space must comply with UMC Section 602.2. Flame-spread index of not more than 25 and a smoke-developed rating of not more than 50. C) The enlarged mechanical floor plans show exhaust ducts within the plenum spaces and no cross-reference any enclosures to separate the exhaust ducts from the plenum? Environmental and/or product- conveying duct systems shall not extend into or through ducts or plenums. UMC Sections 504.1 (Environment) & 505.1 (Product conveying). E) No sheet M0.1 provided in the plan package? Add the following three specifications to the mechanical and electrical plans: "Electrical wiring methods to be installed in the plenum areas shall comply with NEC 300- 22(c)1", "Nonmetallic pneumatic tubing must be listed and labeled for use in plenum areas", and "Recessed speaker enclosures and light fixtures shall be listed and labeled for use in plenum locations". CMC 602.2. 88. No mechanical plans, details, calculations and listing data for each of the proposed fume hoods shown on the A-sheets. To be reviewed when the complete HAZMAT report is provided. Please provide mechanical plans, details, calculations and listing data for each of the proposed fume hoods proposed. 89. Please correct the following items for the proposed Chiller room. Provide plans, details, and calculations to show compliance with CMC Chapter 11 for a "Refrigeration Machinery Room": Note the Chillers were not included in the shell building drawings and the Chiller room is not included in the T.I. plans. Please correct. C) Please correct the required separation of the required exit doors as per CBC, Section 1015.4: "Exit access doorways shall be separated by a horizontal distance equal to one-half the maximum horizontal dimension of room." Provide exits as required per CBC 1015.4 & CMC 1107.3. E) No calculations for the required minimum negative pressure in the room as per Equation 11-1: Q= 2610Ae(Ap)1/2 Provide the (4) calculations demonstrating compliance with the exhaust requirements found in CMC 1108.2. G) Check the separation of exit access doorways and the required emergency control locations as per C) above. Show the required emergency controls for the refrigeration machinery room ventilation and equipment. CMC 1108.5 & 1109.4. 90. On sheet M-208C the Notes #18,13 & 6 do not seem to agree for exhaust duct systems. To be reviewed when the complete HAZMAT report is provided. Correct the Sheet Note #6 on sheet M-208C: The exhaust ducts from the H3 Enclosure must be in a separate two-hour fire rated shaft, separated from any other duct system from the fire rated H3 Enclosure room to the exterior. Because fire dampers are not allowed in the exhaust system and the Code requires fire dampers at the duct openings between the common duct shaft and the fire rated H3 Enclosure room. (The separate shaft can be counted as part of the fire rated H3 Enclosure room.). Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. (XAPPUQANT JURIS. N REVIEWER a FILE EsGil Corporation In Partnership •with government for Quitting Safety DATE: JUNE 24, 201O JURISDICTION: CARLSBAD PLAN CHECK NO.: 10-1045 SET: I PROJECT ADDRESS: 2855 GAZELLE COURT PROJECT NAME: ISIS PHARMACEUTICALS BUILDING (T.I. PACKAGE) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor 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. XI 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. XI The applicant's copy of the check list has been sent to: DAVID KEITH CIO DGA AIA 445 WEST ASH, SAN DIEGO, CA 92101 e-mail: dkeith@dga-sd.com Esgil Corporation staff did not advise the applicant that the plan check has been completed. XJ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: DAVID Telephone #: 619-685-3990 Date contacted ^IZ^'/o (by:p~) Fax #: 619-685-4077 £ Mail ^Telephone ^ Fax In Person REMARKS: By: ALISADRE EsGil Corporation IE! GA [x] EJ D PC 6/14/10 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 CARLSBAD 1O-1045 JUNE 24, 2010 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 10-1045 JURISDICTION: CARLSBAD OCCUPANCY: B/S2/A3/H3 USE: OFFICE/ STORAGE/ASSEMBLY/ HAZ MAT TYPE OF CONSTRUCTION: II-B ACTUAL AREA: 86,7347 84,104 (2ND); TOTAL: 170,838 ALLOWABLE FLOOR AREA: 23K/FLR. STORIES: TWO HEIGHT: 32' SPRINKLERS?: Y OCCUPANT LOAD: 1700 REMARKS: Two hour rated frames and floors, walls & shafts as per Table 414.2.2, Section 704 & 707 for storage of hazardous materials in 2-story building. DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 6/11/10 ESGIL CORPORATION: 6/14/10 DATE INITIAL PLAN REVIEW PLAN REVIEWER: ALI SADRE COMPLETED: JUNE 24, 2010 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2007 CBC, which adopts the 2006 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 2006 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. CARLSBAD 1O-1O45 JUNE 24, 2010 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 10-1045 PREPARED BY: ALI SADRE DATE: JUNE 24, 2010 BUILDING ADDRESS: 2855 GAZELLE COURT BUILDING OCCUPANCY: B/A3/H3/S2 TYPE OF CONSTRUCTION: II-B/SPR. BUILDING PORTION T.I. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) 170838 CB Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) / 5,731,705 $13,346.29" Plan Check Fee by Ordinance ;j Type of Review: R Complete Review f" Structural Only 1™ Repetitive Fee j j$ji Repeats D Other — Hourly EsGil Fee Hr. @ $8,675.09 $7,473.92 Comments: Sheet 1 of 1 macvalue.doc + • GENERAL 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS 2. A reminder that all sheets of the revised plans and the first sheet of the revised calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. 3. Please include the following information for the proposed building on G-002: * Occupancy Classification(s): B (Offices)/ S2 (Storage)/ H3 (Haz Mat)/ A3 (Assembly) - Ok as noted * For Mixed Occupancy Buildings, state whether the "non-separated" or "separated" option was chosen from Section 508.3. * Description of Use: As per above * Type of Const: II-B - with 2-hour frames, floors, walls & shafts, Table 414.2.2; Sec. 704 & 707 - Ok as noted * Sprinklers: Yes - Ok as noted * Stories: Two - Ok as noted * Height 32' - Ok as noted * Floor Area: 1st Floor = 83,734; 2nd Floor = 84,104; Total = 170,838 - Ok as noted * Occupant Load: 1,700 (Add to plans) • SITE PLAN 4. Please show the number of required and provided parking spaces including HC accessible ones and van accessible ones on plans based on the revised occupancy categories. Section A106.1.1. FIRE-RESISTIVE CONSTRUCTION 5. 6. 7. 8. 9. Show approval numbers for all rated walls, floors, beams & columns, on plans. This only applies to additional fire-barriers and other rated assemblies. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in IBC Section 712." Smoke dampers shall be installed per Section 716.5 at all duct and air transfer openings of: a)Shaft enclosures. If smoke dampers are required, the plans shall show the locations of the smoke detectors listed in the options of Section 716.3.2.1 of the IBC. Fire dampers shall be installed per Section 716.5 at all duct and air transfer openings of: a) Fire barriers, (occupancy separations); b) Shaft enclosures. • FIRE BARRIERS 10. A two-hour fire barrier separation is required between the control areas and the rest of the building, unless if the entire floor is a control area. See Table 414.2.2. 11. Doors and fire shutters in fire barriers shall comply with the following table. Table 715.4. This applies to i.e., fire barrier doors. FIRE BARRIER RATING (hours) 2 MIN OPENING PROTECTION ASSEMBLY (hours) r/2 12. Openings in a fire barrier wall shall be limited to a maximum aggregate width of 25% of the length of the wall, and the maximum area of any single opening shall not exceed 156 sq ft. Exception: The 156 sq ft limitation shall not apply where the adjoining fire areas are sprinklered. Skip this item if entire floor is control area. Section 706.7. 13. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 below. a) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508.2.2.1 still requires the partitions to extend to the underside of the floor/roof above and for any doors in the partitions to be self-closing. ROOM OR AREA Storage rooms over 100 square feet SEPARATION AND/OR PROTECTION Please see above provision for separation requirements 14. Supporting construction below fire barrier walls shall be protected to afford the same fire-resistance rating of the fire barrier. Section 706.5. 15. Steel electrical outlet boxes at fire barrier walls shall not exceed sixteen square inches, shall not exceed 100 square inches per 100 square feet of wall, and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 712.3.2. 16. Ducts penetrating fire barriers at occupancy separations must have fire dampers. Section 716.5.2. • EXITS 17. Note on plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1008.1.8. In lieu of the above, in a Group B, S, or A occupancies, you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. 18. Each door in a means of egress from an occupancy of Group A having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.9. 19. All doors, within the exit path to a public way from an occupancy of Group A having an occupant load of 50 or more shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.9 and 1002. 20. Group A occupancies that have an occupant load of greater than 300 shall be provided with a main exit, of sufficient width to accommodate not less than Vz of the occupant load. Section 1025.2. 21. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1008 (width, swing, hardware, etc.). Section 1008.1. • EXIT SIGNS 22. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. Show exit sign over door 107A on A1.2. Provide exit signs over all the exit doors from the social hall and main exit doors as required. Sheet A1.3. 23. Show two sources of power for the lamps at exit signs. Section 1011.5.3. 24. Show that the means of egress path will be lighted with at least one foot candle at floor level. Also show separate sources of power may be required for exit illumination. Review Section 1006.3. 25. A tactile sign stating "EXIT" and complying with ICC A117.1 shall be provided adjacent to each door to an egress stairway, an exit passageway and the exit discharge. Section 1011.3. • INTERIOR WALL AND CEILING FINISHES 26. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.5." • MISCELLANEOUS LIFE/SAFETY 27. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: a) All ceilings shall use a Heavy Duty T-bar grid system. b) The width of the perimeter supporting closure angle shall be not less than 2 inches. c) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. d) The other end in each horizontal direction shall have a %" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. e) Ceiling areas over 1,000 ft.2 must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 90° to each other and sloped 45° to the horizontal, spaced 12" o.c.). f) Ceiling areas over 2500 ft.2 must have seismic separation joints or full height partitions. ' g) Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. 28. Guards (Section 1013): a) Shall have a height of 42". This includes the open side of a stair. b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.7. Show connection details and references on plans. • ADDITIONAL 29. Please show the floor plans for the H3 & H4 on A-101C between gridlines P & R as well as that between gridlines R & S, as per the site plans, A-004, etc. Also show the rating of the walls and doors as required on plans. 30. Please see attached for the P/M/E items. 31. 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. 32. 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 ALI SADRE at Esgil Corporation. Thank you. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen • The electrical shell design has not been approved as yet. The following shell items remain and are not part of this plan review: SHELL ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) PC #10-0606 • Nothing in the interior of the building, except for the electrical service room, is included with this electrical plan review. 77. The electrical service room appears to be in trouble from the beginning: A) 8' required between equipment, doesn't scale. Still doesn't work? Why 7'8" (Existing buildings only) ? B) The architectural plans have a cross brace that greatly reduces the equipment to equipment clearance distance. Provide the following dimensioned information on the plans: Floorplan layout showing the room with the equipment installed equipment widths, the overall room width, room width "clear" at the structural bracing, and minimum distance of equipment to door edge. D) Into the main building several choices exist for power feeders: No response for this item. Still current. i) Not through the chiller room (Please review CMC 1107.0 & 1109.0) Note on the electrical plans this mechanical Code section as well as the disclaimer that no electrical shall be installed in this location that does not pertain to the refrigeration equipment. ii) If through the boiler room, address ambient temperature and, if it exceeds 86 (F) degrees, specify the derating factor to be used for all conductors. E) The doors (both) to be equipped with panic hardware, operable independent of one another. Include door hardware specification section 08710 for hardware type 04 for compliance check. 81. How is compliance with exterior egress lighting at landings and exterior egress components (including the building bridge) (CBC 1006.3) being met? Lighting requires back up power. Please describe the method of providing the alternative power for the fixtures installed at the referenced locations. • Egress lighting is required per CBC 1006.3 at the building exterior landings (grade level) and at the bridge second level complete to grade. Why isn't this lighting shown at this time? Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. • New Plan Check Comments for ISIS Tennant Improvement Permit PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) PC # 10-1045 33. This electrical submittal is 90%+ complete. The entire design needs proof reading and completion. For example: • The feeders to DP1A & DP2A are undersized. • The feeder to T-DP2C is undersized. • The OC device to T-EP1A is oversized. 34. Identify generator/generator OC devices per their function: Emergency/Legally Required/ or Optional Standby. Note: "Emergency" is used in floorplans to describe "Optional Standby" power. 35. Depending upon response to the preceding comment, GFP protection may be required if any of the generator systems are "Optional Standby". 36. Multiple utility transformers/services/generators and interconnection of grounding/neutral bonding may affect the operation of the service GFP devices. Please review NEC 230.95(C)FPN 3 and address. Describe the operational method for the GFP device and how common bonding of neutrals will not effect their operation. 37. Address office cubicle wiring and the necessity/non-necessity of dedicated grounded conductors per NEC Article 605. (I see the Note describing the neutral design however the hash marks don't match). 38. The mechanical design has the above ceiling areas designed as return air plenums. Describe all wiring types for all systems that may be installed in this plenum area demonstrating compliance with NEC 300.22(C). 39. Cable tray is shown installed throughout the return air plenum style of ceiling. Describe how compliance with NEC 300.22(C) will be met for all wiring types/systems that will be installed in the cable tray itself. 40. Couldn't find panels in room 1070 on the single line diagram. 41. Identify/Label transformers on the floorplan. 42. Describe the grounding electrode system design for the remote (from the service room) transformers. 43. Include conduit seal locations/design on the floorplan where required for condensate control (cooler boxes, etc.) 44. Describe classified locations and required wiring methods on the floorplans at the affected locations: Class, Division, and Group. Note: A Hazardous Technical Report has been submitted however electrical classified locations are not described. Either the technical report writer or the electrical engineer of record is respondsible for identifying these locations on the floorplans. Please address. (Hazardous material storage (report describes a separate from the building location), fume hoods, labrotories, gas storage rooms, ventilation equipment, chemical areas, shops, etc.. This information to also include any locations described in CBC 414.5.4.. (Labratories) 45. On the floorplans identify any locations requiring non-standard wiring methods: Wet, damp, dust-tight, etc.. 46. Include the feeder and branch circuit wiring routing design on sheet E4.2 to show compliance with: • CMC Chapter 11: Section 1109.1 • and boiler room ambient temperature NEC 310.10 47. Describe signage per: • NEC 700.8, 701.9, & 702.8 for both description of additional sources of power and alternate grounding (and) • Multiple Service(s) per NEC 230.2(E). 48. Provide the shutdown design for the refrigeration machinery room per CMC 1109.4. 49. Is the intent of the computer data room to comply with NEC Article 645? If so, address the equipment shut down for the mechanical equipment. 50. Review the battery capacity for the UPS systems: They may require a dedicated battery room with an occupancy separation. 51. Ductwork installed overhead of electrical equipment @ room 2154. Please check NEC 110.26(F) for requirements. 52. The emergency lighting (egress, exit, and exterior egress) is provided by what design? Clarify on the floorplans. 53. Complete the lighting circuiting layout. 54. What is that switch in corridor 1278 (sheet E2.1C) for? 55. Lighting design to the right of column "P"? (Not complete @ shell). ENERGY CONSERVATION 56. The ENV-1C (Part 1 of 3) has many assemblies listed however I'm having problems with the joint appendix verification of the assemblies. Please expand on how the following specifications were determined: Wall/0.177/JA4.3.6-F5 & roof/.045/4.2.6-A2. 57. F5, F22, & F26 aren't shown on the LTG-1C (Part 2 of 4) sheet. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. PLUMBING AND MECHANICAL CORRECTIONS 4 PLAN REVIEW NUMBER: 101045 SET: I PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 58. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 59. Please provide a hazardous material opinion and report as per CBC, Section 414.1.3. The Hazardous Material Report by Klausbruckner and Associates ("The Report") clearly is not the design report required by CBC, Section 414.1.3. a) As per the Introduction in "The Report" it clearly states: "This report is intended to help the owners effectively determine the requirement necessary to meet the 2007 Editions of the California Fire Code and the Building Code." It does not address the proposed designs to comply with the 2007 Editions of the California Fire Code and the Building Code. Please provide the designer's "Hazardous Material Opinion and Report". b) "The Report" does not address where and how the hazardous materials are to be used. c) "The Report" does not address Lead Acid Station Battery Room requirement as per the CFC and CBC, Table 508.2. d) "The Report" states that incompatible materials shall separated as per CFC2703.9.8. But the report does not address the sizes of containers for each of the proposed hazardous materials. And does not detail the separations of incompatible materials. e) "The Report" does not clearly show the limits of each of the separate "Control Areas". f) "The Report" address "Outdoor Control Area" that is enclosed? Control Areas are inside the building, not outdoors. Please correct. g) "The Report" addresses "Exterior Enclosure", but the H3/H4 area is inside the building. Not exterior of the building. Please correct. h) Please address the design data and calculations for each of the required ventilation systems. 60. Include a separate floorplan and a Technical Report as described in CBC 414.1.3 for "H" occupancies. Provide data on the proposed hazardous materials to be stored and used. IBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in IBC Tables 307.1(1) and 307.1(2). 61. The Fire Department must review the required hazardous material opinion and report. The Building Official to check for Fire Department's approval of the required hazardous material opinion and report. PLUMBING (2006 UNIFORM PLUMBING CODE) 62. Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 63. Correct the water line sizing calculations on sheet P-003: a) As per CPC, Chart A-1 the water meter pressure loss of only 5.5 psi is incorrect, (about 20 psi seems to be correct as per the data provided) b) Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. UPC 610.0 or Appendix 'A'. 64. Provide gas line plans and calculations, showing gas pressures, piping material types, pipe lengths, gas demands and pipe sizing method used for each gas system, from the public gas meter to each of the gas fixtures. UPC Section 1217.0. 65. Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 66. Please provide riser or isometric gas line plans. 67. Detail the gas regulator requirements: An accessible shut-off valve installed upstream of the regulator itself and vent to the exterior. UPC 1211.10. 68. Please provide data on each of the proposed industrial drain waste and vent systems showing what types of materials are to be drained into the proposed industrial waste systems. CPC, Section 811.0. 69. On sheet P-001 correct the Pipe Material Schedule for Industrial Waste Piping Inside the Building, item #2. The CPVC fittings are not approved to be used with the Polypropylene piping as called out. 70. Provide cut-sheets and installation instructions for each of the proposed piping material systems proposed to be used for each of the proposed industrial waste systems. 71. Please provide written approval of the proposed industrial waste systems draining into the sewer system from the serving sewer agency. Including any and all requirements for treating the proposed industrial waste. 72. Please provide riser or isometric drawings for the industrial drain waste and vent systems. 73. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 74. Please provide Deionized Water system piping plans. 75. Provide the following information concerning the water heater: a) Show water heater size, type and location on plans. UPC 501.0 b) Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2 c) Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 76. 6012 Identification of a Potable and Nonpotable Water System. In all buildings where potable water and not potable water systems are installed, each system shall be clearly identified. Each system shall be color coded as follows: 601.2.1 Potable Water- Green background with white lettering. 601.2.2 Nonpotable Water- Yellow background with black lettering, with the words "CAUTION: NONPOTABLE WATER, DO NOT DRINK". Table 6-1 Minimum Length of Color Field and Size of Letters. See Table. 77. Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 78. Show the shower control valve and shower head locations comply with UPC, Section 411.10. 79. Chemical dispensers shall be protected from backflow by an air gap, and atmospheric vacuum breaker, a spill-proof vacuum breaker, or a reduced pressure principle backflow preventer. UPC 603.4.18 80. Plumbing materials installed in a duct or plenum may not have a flame spread index of more than 25 and a smoke-developed index of more than 50. Provide both indexes for the piping reference in the plumbing specifications for installation above the ceiling. UPC 701.1.2. MECHANICAL (2006 UNIFORM MECHANICAL CODE) 81. Please detail roof access to roof mounted HVAC equipment. CMC 904.10.3.3. 82. Provide exhaust ventilation as per UMC, Section 403.7 and Table 4.4. 83. Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. UMC 403.7 84. Environmental exhaust duct terminations may be no closer than 3' from a property line or to an opening back into the building. Revise the duct layout or clearly note on the plans that the exhaust termination will be no closer than 3' to the window. UMC 504.5 85. Product conveying exhaust terminations may be no closer than 10' above grade, to the property line, or from openings back into the building. UMC 506.9 86. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Clearly show the proposed materials to be exhausted by each proposed exhaust system. b) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 c) Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 d) Detail the required make-up air as per UMC 505.3 e) Detail the exhaust outlet clearances as per UMC 504.5 (Environmental) & 506.9 (Product conveying). f) Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 g) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC 505.1 h) Detail minimum duct conveying velocities as per UMC 505.2 & Table 5-1 i) Detail duct cleanouts as per UMC Section 506.3 j) Detail duct support as per UMC 506.5 & 6040.5 k) Detail fire protection as per UMC 506.6 & 610.6 I) Detail clearances from combustibles as per UMC 506.7 & 610.7 m) Detail protection from physical damage as per UMC 506.8 & 604.4. 87. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: a) Specify that all combustible materials exposed within the plenum space must comply with UMC Section 602.2. Flame-spread index of not more than 25 and a smoke-developed rating of not more than 50. b) A combustion products vent, vent connector, chimney, or chimney connector shall not extend into or through an air duct or plenum. UMC Section 804.0. c) Environmental and/or product-conveying duct systems shall not extend into or through ducts or plenums. UMC Sections 504.1 (Environment) & 505.1 (Product conveying). d) Clothes-dryer moisture-exhaust ducts shall not extend into or through ducts or plenums. UMC Section 504.3.1. e) Add the following three specifications to the mechanical and electrical plans: "Electrical wiring methods to be installed in the plenum areas shall comply with NEC 300-22(c)1", "Nonmetallic pneumatic tubing must be listed and labeled for use in plenum areas", and "Recessed speaker enclosures and light fixtures shall be listed and labeled for use in plenum locations". CMC 602.2. 88. Please provide plans details and listing data for each of the proposed fume hoods proposed. 89. Provide plans, details, and calculations to show compliance with CMC Chapter 11 for a "Refrigeration Machinery Room": Note the Chillers were not included in the shell building drawings and the Chiller room is not included in the T.I. plans. Please correct. a) Clearly show the refrigerant classification, the amounts of each system refrigerant used, and the A1 system horsepower rating. b) Provide fire rated separation as per CBC 508.2 (1 hour or sprinklered/resistance to passage of smoke construction). c) Provide exits as required per CBC 1015.4 & CMC 1107.3. d) "Equipment, piping, ducts, vents or similar devices which are not essential for the refrigeration process, maintenance of equipment or for the illumination, ventilation or fire protection of the room shall not be placed in or pass through a refrigeration machinery room." CMC 1109.1 e) Provide the (4) calculations demonstrating compliance with the exhaust requirements found in CMC 1108.2 f) Show the ventilation discharge clearances as per CMC 1108.7 g) Show the required emergency controls for the refrigeration machinery room ventilation and equipment. CMC 1108.5 & 1109.4 90. Correct the Sheet Note #6 on sheet M-208C: The exhaust ducts from the H3 Enclosure must be in a separate two-hour fire rated shaft, separated from any other duct system from the fire rated H3 Enclosure room to the exterior. Because fire dampers are not allowed in the exhaust system and the Code requires fire dampers at the duct openings between the common duct shaft and the fire rated H3 Enclosure room. (The separate shaft can be counted as part of the fire rated H3 Enclosure room.) 91. Correct the Sheet Notes #11 & 13 on sheet M-208C: Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City of Carlsbad Public Works Engineering DATE: BUILDING APDPfesS: BUILDING PLANCHECK CHECKLIST PLANCHECK NO.:or .CB PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 2Q9~ ENGINEERING DEPARTMENT EST. VALUE: £/ 7 31 , APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: Please"see the attached report of deficiencies marked witbi O.J Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: 7/Q //( Q By: By: Date: Date: FOR OFFICIAL USE ONLY EERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By; ATTACHMENTS D Dedication Application/Checklist 0 Encina Wastewater Screening Survey D Encroachment Application/Checklist (H Final Map (Reference) D Grading Plan Application/Checklist D Improvement Application/Checklist D Neighborhood Improvement Agreement D Right-of-Way Permit Submittal Checklist and Information Sheet D Storm Water Compliance Forms [] Other ENGINEERING DEPARTMENT CONTAACT PERSON Name:Linda Ontiveros City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 Fax: (760)602-1052 Email: Linda.Ontiveros@carl8badca.gov CFD INFORMATION Reference No(s): \\\ Lot No.: Recordation: Subdivision/Tract: 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (76O) 602-2720 • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST ,ST RD D 3 D SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures C. Existing Street Improvements D. Property Lines (show all dimensions) E. Easements F. Right-of-Way Width & Adjacent Streets G Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service K. Submit on signed/approved plans DWG No. 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. EXISTING PERMIT NUMBER I70,ETLU BUILDING PLANCHECK CHECKLIST v 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE CU D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. __ D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $17.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/a" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS D 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $441 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD IMPROVEMENT REQUIREMENTS continued D D D 6c. Enclosed please find your Neighborhood Improvement Agreement (NIA). Please return agreement signed and notarized to the Engineering Department. Completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. D D 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export). This information must be included on the plans. D D 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: n n 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) CH CH 7d .No Grading Permit required. n D 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D RIGHT-OF-WAY PERMIT 8. A Right-of-Way permit is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. To see current requirements, visit our website: www.carlsbadca.gov/development-forms Right-of-Way permit required for: Rev. 2/02/08 BUILDING PLANCHECK CHECKLIST 1ST / 2ND 3RD INDUSTRIAL WASTE PERMIT 9. If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA 92011, (760) 438-3941, Fax (760) 476-9852. STORM WATER REQUIREMENTS Construction Compliance D 10a. Project Threat Assessment Form complete. D D D 10b. Enclosed Project Threat Assessment Form incorrectly completed. Please make the corrections, re-sign a new form and resubmit with next submittal. D D D 10c. Requires Tier 1 Storm Water Pollution Prevention Plan Please complete attached form and return (SW ) D D D 10d. Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP payment of processing fee, and review by City Post-Development (SUSMP) Compliancei ffl S\AjM P [Z3 D D 10e. Storm Water Standards Questionnaire completeT^"-^ ^ ^/ O O D D D 10f. Stormwater Standards Questionnaire incorrectly completed. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. D D D 10g. Project is subject to Standard Stormwater Requirements. See City Standard Urban Stormwater Management Plan (SUSMP) for reference. CU [H CH 10h. Disconnect Discharges per SUSMP. Do not connect runoff from impervious surfaces to storm drains without first discharging water over landscape areas first. See SUSMP. D D D 10i. Minimize use of impervious surfaces per SUSMP. Redesign to reduce the excessive use of impervious area (pavement) on project. Use a balanced design of pervious surfaces (landscape area, planters, etc.) and impervious surfaces. See SUSMP. D D D 10j. Trash Storage areas must be designed per City Standards (GS-16) to avoid contact with storm runoff. D D D 10k- Project is subject to Priority Development Project Requirements D D D 10I. Prepare and submit of a Storm Water Management Plan (SWMP). Requires payment of processing fee and review by City. D D D 10m. Project does not comply with recommendations of the approved SWMP. Redesign to comply and resubmit. BUILDING PLANCHECK CHECKLIST 3KU DEVELOPMENT FEES D 11- Q Required fees have been entered More information needed No fees required n ) WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units receive "standard" 1" service with 518" meter. • All residential units that need to be fire sprinkled receive a 1" meter. See Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing systems criteria. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. NOTE: Upon declaration of Drought Response Level 3 condition, no new potable water service shall be provided and no new temporary meters or permanent meters shall be provided. See Ordinance 44 for more information. 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA1+00 Install 2" service and 1.5: meter (estimated 100 gpm) Rev. 2/02/09 BUILDING PLANCHECK CHECKLIST 3RD WATER METER REVIEW continued n 12b. Irrigation Use (continued) Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City is in the process of switching these irrigation services/meters to a new recycled water line D 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. • If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, the City of Carlsbad cannot guarantee the refund. The applicant must deal with the SDCWA for this, D D D 13. Additional Comments: CI OF STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services. Building Division 1835 Faraday Avenue 760-602-2719 www,carlsbaeica,gov I am applying to the City of Carlsbad for the following type(s) of construction permit Building Permit Q Right-of-way Permit P My projeet is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* Mo Threat Assessment Criteria Q My project qualifies as NO THREAT and is exemptfrorn the requirement to prepare a storm water ppBufion-prsvantion plan {SWPPP} because it meets ths "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier ,evei. My project doss not meet any of the High, Moderate or Low Threat criteria described below. w Threat Assessment Criteria My protect does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one :or more of the following criteria: • Results in some soil disturbance; and/or »Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling), Tier 2 • Moderate Threat Assessment Criteria Q My project does not meet any of the Significant Threat assessment Criteria .described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.18 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feat or more of soils disturbance Including any associated construction staging, stockpiling, pavament . removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area ortne Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along orwithin 30 feet of a storm drain inlet, an open drainaga chanriel; or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). TierS - Significant Threat Assessment Criteria Q My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling ons or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas; and/or Q 6/ly project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, Q My project is located inside orwithin 200 feet of an environmentally sensitive area (see CitySSA Proximity map) and hasa significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge®. I certify to the best of my knowledge that die above checked statements are (rue and correct / understand and acknowledge that even though this project does riot require preparation of a construction SWPP, I must still adhere to, and at alt times during construction activities for the permit fypefs) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Munielpal Code and to City Standards. "Ths City Engineer may authorize minor variances from the StormWater Threat Assessment Criteria in special circumstances where it can ba shown that a lesser or higher Construction SWPPP Tier Level is warranted. B-24 Page 1 of 1 Rev.03/09 CITY OF STORM WATER STANDARDS QUESTIONNAIRE E-34 Devel_Q0jnent Services, Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more of the following criteria:YES NO 1. Housing subdivisions of 10 or more dwelling units. Examples: single family homes, multi-family homes, condominium and apartments 2. Commercial - greater than 1-acre. Any development other than heavy industry or residential. Examples: hospitals; laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. 7 3. Heavy Industrial / Industry- greater than 1 acre. Examples: manufacturing plants, food processing plants, metal working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive repair shoo. A facility categorized in any one of Standard Industrial Classification (SIC) codes 5013, 5014, 5541, 7532-7534, and 7536-7539 5. Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. t>. Hillside development. Any development that creates 5,000 square feet of impervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater. 7. Environmentally Sensitive Area (ESA)1. All development located within or directly adjacent2 to or discharging directly3 to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurring condition. 8. Parking lot. Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban runoff 9. Streets, roads, highways, and freeways. Any paved surface that is 5,000 square feet or greater used for the transportation of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoline Outlets. Serving more than 100 vehicles per day and greater than 5,000 square feet 11. Coastal Development Zone. Any project located within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%. 12. More than 1-acre of disturbance. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project4. 1 Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies: areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to surrounding pervious surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3. E-34 Page 2 of 3 REV 3/23/10 to. CITY OF STANDARDS p_& i? e|g;i?i??e ff t Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION a SIGNIFICANT REDEVELOPMENT . * m Complete the questions below regarding youi redevelopment project: i Project results In the disturbance of more than 1 -acre or more of land and is considered a Pollutant-generating Development Project {see definition in Section 1 ). . Yi If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Ptease check the fleets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) If you answered' YES, please^ proceed to question 3. If you answered NO, then you ARE NQT a significant redevelopment and your project is subject to STANDARD SfQRMWATER REQUIREMENTS. Ptease check the "does not meet POP requirements" box in Section 3 below. 3. Is the project solely limited to just one of the following: a, Trenching and resurfacing associated with utility work? b. Resurfacing and reconfiguring existing surface parking lots? c. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? d. Replacement of existing damaged pavement? If you answered NO to ALL of the questions, then:pmoeed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project 'is subject to Standar Storm water Requirements. Please check the "does not meet POP requirements" box in Section 3 below. 4. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and {1:)creat8 more than 25PO square feet 6f impermeable surface or (2) increases impermeable surface on the property by more than 10%?%if you answered YES, you ARE a significant redevelopment, and you ARE suhjea to PRIORITY DEVELOPMENT PROJECT requtrS Please eheck the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet POP requirements" box in Section 3 below. NO j * 1ms. SECTIONS Questionnaire Results: l^^AJ/M/1 , ^ i, ^My project meets PRIORITY DEVELOPIUIENT PROJECT (PDP) requirVments and must comply with additional stormwater criteria per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application, Q My piroject does not meet POP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the CI ICHAOSUSMP. Applicant Information and Signature Box Assessors Parcel Numb«r(s); i|4l7 E-34 Page 3 of 3 REV 3/23/10 ENGINKRINO DEPARTMENT FEE CALCULATION WORKSHEET f <* " ^ 60 [GGfc o h Estimate based on unconfirmed information from applicant, ^,^-f*. *rfAS>vt\*"I<"f\ Calculation based on building plancheck plan submittatr"^ xvC rTVPV Ht""\y Address: Prepared by:_yo Cj / Data: 0 / ^/ fc>-— Bldg. Permit No. C&LO Checked by:Date: f££yeitS£ ft?ifEDU CALCULATIONS: List types and square footages for all uses Types of Use: UT f^l Cfe Sq. F Types of Use: U*2>f R £Q Sq. F Types of Use: Sq. Ft./Units: Types of Use: Sq. Ft./Units: ADTCALCULATIONS: List types and square footages for all uses.feg fgevErrtSg" fPK <AUaaAngi(t.) nir\ <-. /-\r——.. _ ^> if, / /* *\ _ _ ''" ix"^ EDU's: 41 -74 EDU's: "2- ^T EDU's: EDU's: Types of Types of Types of Use: Types of Use: Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: ADT's: ADT's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: GJYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO h. PARK-IN-LIEU FEE: NW QUADRANT FEE/UNIT: NE QUADRANT X NO. UNITS: SE QUADRANT = $ SW QUADRANT \/2. TRAFFIC IMPACT FEE . ADT's/UNITS: T^fo f>3^BRIDGE AND THOROUGHFARE FEE , ADT's/UNITS: fU. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: /STSEWER FEE EDU's: 44- 4 / BENEFIT AREA: & i EDU's: 4^"nl /-\6. DRAINAGE FEES PLDA ACRES: 9). tfy . (0§>/Hrlb X FEE/ADT: ftwf =^ ^7/^?Ojj (DIST. #1 DIST. #2 DIST. #3 ^~\ X FEE/ADT: =$ ZONE: X FEE/SQ.FT./UNIT: =$ X FEE*DU:!,C% „ ^73-> X MU!2,^d ., l?>l,^-( : HIGH /LOW X FEE/AC: =$ ^ 7. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION r \FARMER\KATHV\MASTERS\FEE CALCULATION WORKSHEET.doc200S.doc Rev. 7/14/00 bf)U • C 8 ^00 60^ 23. t o . <£> CALCUI-ATIOM6 (4l.74-t2.67)4- 6^ 174 7 ^ 7 ISIS FLOOR AREAS AREAS FIRST FLOOR GROSS FLOOR AREA R&D CONFERENCE Wing A - Large Conference Room (1710) Wing A - Large Conference Room (1940) Wing B - Large Conference Room (1190) Wing B - Medium Conference Room (1576) Wing B - Vendor Conference Room (1040) Wing C - Medium Conference Room (1378) TOTAL ASSEMBLY Wing A -Seminar Rooms (1600,1610,1620) Wing A - Lunch Room (1640) TOTAL OFFICES/Restrooms /ETC (Gross Floor Area-R&D-Conf-Assembly) SQUARE FEET 86734 21954 349 290 335 199 184 197 155*9 3073 1409 58744> SECOND FLOOR GROSS FLOOR AREA R&D CONFERENCE Wing A - Large Conference Room (2615) Wing A - Large Conference Room (2645) Wing A - Large Conference Room (2636) Wing A - Executive Conference Room (2909) Wing A - Executive Conference Room (2942) Wing A - Executive Conference Room (2948) Wing B - Medium Conference Room (2430) Wing B - Medium Conference Room (2460) Wing B - Large Conference Room (2557) TOTAL ASSEMBLY Wing A - Board Room (2627) 84104 31480 310 296 291 411 179 211 227 227 219 741s OFFICES/Restrooms /ETC (Gross Floor Area-R&D-Conf-Assembly)49511 LAND USE: 714 CORPORATE HEADQUARTERS BUILDING DESCRIPTION AND TRIP AVERAGE WEEKDAY TRANSIT TRIP CHARACTERISTICS ENDS A corporate headquarters building is a single tenant No data available, office building. Therefore, single tenant office build- ings should also be considered corporate head- quarters buildings for trip generation purposes. These DATA LIMITATIONS buildings generally contain offices, meeting rooms, eating facilities or a cafeteria, and other functions Only one site has been reported. Therefore, these to serve the user. There may be large amounts of rates should be used with caution, space used for file storage or data processing. SOURCE NUMBER 212 <* Trip Generation, September 1987/1 nstitute of Transportation Engineers 894 CORPORATE HEADQUARTERS BUILDING (714) Average Vehicle Trip Ends vs: 1,000 SQUARE FEET GROSS FLOOR AREA On a: WEEKDAY TRIP GENERATION RATES Average Weekday Vehicle Trip Ends per 1,000 Square Feet Gross Floor Area Average Trip Rate 7.011 Fee %fy^/6 Range of Rates it Standard Deviation * Number of Studies 1 CAUTION— USE CAREFULLY— SMALL SAMPLE ; Average 1,000 Square Feet GFA 91.0 SIZE. *>• 80,OOO* £$(& NO PLOT OR EQUATION AVAILABLE—INSUFFICIENT DATA DIRECTIONAL DISTRIBUTION: Not available. Trip Generation, September 1987/lnstitute of Transportation Engineers 899 CORPORATE HEADQUARTERS BUILDING (714) Average Vehicle Trip Ends vs: ACRES On a: WEEKDAY ft ff(9 TRIP GENERATION RATES Average Weekday Vehicle Trip Ends per Acre Average Trip Rate 141.778 Range of Rates * Standard Deviation * Number of Studies 1 Average Number of Acres 4.5 CAUTION—USE CAREFULLY—SMALL SAMPLE SIZE. NO PLOT OR EQUATION AVAILABLE—INSUFFICIENT DATA DIRECTIONAL DISTRIBUTION: Not available. Trip Generation, September 1987/lnstitute of Transportation Engineers 903 ISIS FLOOR AREAS AREAS FIRST FLOOR GROSS FLOOR AREA R&D CONFERENCE Wing A - Large Conference Room (1710) Wing A - Large Conference Room (1940) Wing B - Large Conference Room (1190) Wing B - Medium Conference Room (1576) Wing B - Vendor Conference Room (1040) Wing C - Medium Conference Room (1378) TOTAL ASSEMBLY Wing A -Seminar Rooms (1600,1610,1620) Wing A - Lunch Room (1640) TOTAL SQUARE FEET 86734 21954 349 290 335 199 184 197 1554 3073 1409 4482 OFFICES/Restrooms /ETC (Gross Floor Area-R&D-Conf-Assembly)58744 SECOND FLOOR GROSS FLOOR AREA R&D CONFERENCE Wing A - Large Conference Room (2615) Wing A - Large Conference Room (2645) Wing A - Large Conference Room (2636) Wing A - Executive Conference Room (2909) Wing A - Executive Conference Room (2942) Wing A - Executive Conference Room (2948) Wing B - Medium Conference Room (2430) Wing B - Medium Conference Room (2460) Wing B - Large Conference Room (2557) TOTAL 84104 31480 310 296 291 411 179 211 227 227 219 2371 ASSEMBLY Wing A - Board Room (2627)741 OFFICES/Restrooms /ETC (Gross Floor Area-R&D-Conf-Assembly)49512 OFR 117.40 xA STORM WATER ^^"c^v OF COMPLIANCE ASSESSMENT ^.g»S \t \Sxa<^fSMf/ 1l$~*r f% *}A Development Services Building Division 1535 Faraday Avenue 750-602-2715 www.cartsbadca.gov 1 am applying to the City of Carlsbad for the following type(s) of construction permit: Building Permit Q Right-of-Way Permit Q My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Patio/Deck Re-Roofing Sign Fixed Systems Spa-Factory Mechanical Sprinkler Mobile Home Water Discharge Plumbing Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria Q My project qualifies as NO THREAT and is exemptfrom the requirement to prepare astorra water pollufavprevanfion plan {SWPPP) because it msate ths "no threat" assassment criteria on the City's Project Threat Assessment Worksheet for Dsterminafiort of Construction SWPPP Tier Level. My project doss not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 /Low Threat Assessment Criteria Tj& My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Rfcsuits in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material: stockpiling, vehicle fueling, waste stockpiling), Tier 2 • Moderate Threat Assessment Criteria D My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: * Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.18 of the Carlsbad Municipal Code); or, * Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of Dm additional following criteria: • Located within 200 feet of an environmentally sensitive area orthe Pacific Ocean, :artdtor «Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along onwBiin 30 fset of a storm drain inlet, an open drainaga channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). TierS - Significant Threat Assessment Criteria Q My project includes clearing, grading or other disturbances to the ground resuWng in soil disturbance totaling ons of more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and: maintenance areas:; and/or Q My project is part of a phased development plan that will cuniulativeiy result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, Q My project is located inside orwitfiin 200 feet of an environmentally sensitive area (see GifyESA Proximity map) and has a significant potential for contributing pollutants to nearby :receiving waters by way of storm water runoff or non-storm water discharges). I certify to tfte best of my knowlatlga that the above checked statements are true and correct I understand and acknowledge that even though this project does riot require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for thepermittype(s) check above comply vjith the storm water best management practices pursuant to Titie 15 of the Carlsbad Municipal Code and to City Standards. *Tte:City Engineer may authorize minor variancas from ths Storm Water Tfwai Asssssmeni Criteria in spacial circumstances where it can bs shown that a tesser or higher Consliuction SWPPP Tier Level is warranted. B-24 Page 1 of 1 Rev.03/09 CITY OF STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE Does you project meet one or more of the following criteria:YES 1. Housing subdivisions of 10 or more dwelling units. Examples: single family homes, multi-family homes, condominium and apartments 72. Commercial - greater than 1-acre. Any development other than heavy industry or residential. Examples: hospitals; laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. 3. Heavy Industrial / Industry- greater than 1 acre. Examples: manufacturing plants, food processing plants, metal working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive repair shop. A facility categorized in any one of Standard Industrial Classification (SIC) codes 5013, 5014, 5541, 7532-7534, and 7536-7539 5. Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. t>. Hillside development. Any development that creates 5,000 square feet of impervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater. 7. Environmentally Sensitive Area (ESA)1. All development located within or directly adjacent2 to or discharging directly to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurring condition. 8.Parking lot. Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban runoff 9. Streets, roads, highways, and freeways. Any paved surface that is 5,000 square feet or greater used for the transportation of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoline Outlets. Serving more than 100 vehicles per day and greater than 5,000 square feet 11. Coastal Development Zone. Any project located within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%. 12. More than 1-acre of disturbance. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project4. 1 Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to surrounding pervious surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet POP requirements" box in Section 3. E-34 Page 2 of 3 REV 3/23/10 C!TY OF STORM WATER STANDARDS QUESTIONNAIRE E-34 Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadea.gov SECTION 2 SIGNIFICANT REDEVELOPMENT . /^ Complete the questions below regarding your redevelopment project: 1. Project results in the disturbance of more than 1 -acre or more of land and is considered a Pollutant-generating Development Project (see definition in Section 1), YE If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 bslow. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please etieclcBie "does not meet POP requirements" box in Section 3 below. 3. Is the project solely limited to Just one of the following: a. Trenching and resurfacing associated with utility work? b. Resurfacing and reconfiguring existing surface parking lots? c. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? d. Replacement of existing damaged pavement? If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standar Storm water Requirements. Please check the "does not meet POP requirements" box in Section 3 below. 4. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (1)create more than 2500 square feet of impermeable surface or (2) increases impermeable surface on the property by more than 1 0%?%If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirS Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. NO j * litts. SECTIONS Questionnaire Results: My project meets PRIORITY DEVELOPMENT PROJECT (PDF) requirements and must comply with additional stormwater criteria per the SUSMP and must prepare a Storm Water Management Plan for submittai at time of application. Q My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. _ Applicant Information and Signature Box THs Box tor City USB Only City Concurrence:YES NO ProjactlO: E-34 Page 3 of 3 REV 3/23/10 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB101045 Address: 2855 Gazelle Court Planner Shannon Werneke Phone (760) 602- 4621 APN: 209-120-11 and -17 (Lot 14 and a portion of Lot 26, Carlsbad Oaks North Business Park SP) Type of Project & Use: Tenant Improvements for 170.838 SF shell building for ISIS (PIP 09-02) Net Project Density: n/a DU/AC Zoning: P-M. SP211 General Plan: PI. Facilities Management Zone: 5 CFD (in/out) #_Date of participation: n/a Remaining net dev acres:n/a Circle One (For non-residential development: Type of land used created by this permit: Research & Development) Legend:Item Complete Q Item Incomplete - Needs your action Environmental Review Required: PIP on 3/17/10 DATE OF COMPLETION: 3/17/10 YES D NO [X] TYPE Prior Compliance Approved w/ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: _ Discretionary Action Required: APPROVAL/RESO. NO. . _ DATE PROJECT NO. _ OTHER RELATED CASES: _ YES D NO Kl TYPE Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance N/A- NOT LOCATED IN COASTAL ZONE Project site located in Coastal Zone? YES Q NO M CA Coastal Commission Authority? YES D NO M If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): n/a Habitat Management Plan N/A Data Entry Completed? YES D NO Q If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES D NO [X] (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: E El D Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines N/A D 1. Applicability: YES D NO |EI D 2. Project complies: YES D Zoning: 1, Setbacks per P-M Zone (defer to P-M per SP 211)- through lot (building setbacks required to be increased per CMC Section 21.34.070, PIP 09-02) Required for parking: 35' Shown: 36' Increased setbacks required for building: 45' Shown: 163' Required for parking: 35' Shown: 65' Increased setbacks required for building: 45' Shown: 215' Required for parking: 10' Shown: 10' (at least 10' req. to be Gazelle Court (west/front): Whiptail Loop (east/front): Rear (south p/l): landscaped. Side (north p/l)): Top of slope: 2. Accessory structure setbacks: N/A Front: Interior Side: Street Side: Rear: Structure separation: Increased setbacks required for building: 30' Shown:. 38' Required for parking: 10' Shown: 56' Increased setbacks required for building: 20' Shown: 210' Required Shown Required Required Required Required Required Shown Shown Shown Shown Shown 3. Lot Coverage:Required 50% of area of lot Shown: 15.25% 4. Height:Max. Allowed: 35'; up to 45' (with approval by PD) Shown: 45' up to top of roof screen; arch. Projections do not exceed 45 feet (approved by PD thru PIP 3/17/10) ODD 5. Parking: Spaces Required: 561 Shown: 572 Bio. industrial/R&D: 169,488 square feet Warehouse: 1,350 square feet Residential Guest Spaces Required n/a Shown Additio hal OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\Template\Building Plancheck Review Checklist.doc DATE Rev 4/08 .2 -ffi o c cto roa: EC a a a a PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB101045 Address: 2855 Gazelle Court Planner Shannon Werneke Phone (760) 602- 4621 APN: 209-120-11 and -17 (Lot 14 and a portion of Lot 26. Carlsbad Oaks North Business Park SP) Type of Project & Use: Tenant Improvements for 172.882 SF (??) shell building for ISIS (PIP 09-02) Net Project Density: n/a DU/AC Zoning: P-M, SP211 General Plan: PL Facilities Management Zone: 5 CFD (in/out) #_Date of participation: n/a Remaining net dev acres:n/a Circle One (For non-residential development: Type of land used created by this permit: Research & Development) Legend:Item Complete Environmental Review Required: PIP on 3/17/10 DATE OF COMPLETION: 3/17/10 Item Incomplete - Needs your action YES D NO [El TYPE Prior Compliance Approved w/ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES Q NO E3 TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance N/A- NOT LOCATED IN COASTAL ZONE Project site located in Coastal Zone? YES Q NO JEl CA Coastal Commission Authority? YES Q NO El If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): n/a Habitat Management Plan N/A Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES Q NO Kl (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES D NO Q (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Ternplate\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. D D Policy 44 - Neighborhood Architectural Design Guidelines N/A 1. Applicability: YES D NO Kl 2. Project complies: YES D D D D Zoning: 1. Setbacks per P-M Zone (defer to P-M per SP 211)- through lot (building setbacks required to be increased per CMC Section 21.34.070, PIP 09-02) Gazelle Court (west/front): Whiptail Loop (east/front): Rear (south p/l): landscaped. Side (north p/l)): Top of slope: Required for parking: 35' Shown: 36' Increased setbacks required for building: 45' Shown: 163' Required for parking: 35' Shown: 65' Increased setbacks required for building: 45' Shown: 215' Required for parking: 10' Shown: 10' (at least 10' req. to be Increased setbacks required for building: 30' Shown: 38' Required for parking: 10' Shown: 56' Increased setbacks required for building: 20' Shown: 210' Required Shown 2. Accessory structure setbacks: N/A Front: Interior Side: Street Side: Rear: Structure separation: Required Required Required Required Required Shown Shown Shown Shown Shown 3. Lot Coverage:Required 50% of area of lot Shown: 15.25% D D 4. Height:Max. Allowed: 35'; up to 45' (with approval by PD) Shown: 45' up to top of roof screen; arch. Projections do not exceed 45 feet (approved by PD thru PIP 3/17/10) D D D D D 5. Parking: Spaces Required ?? Shown ?? **ADDITIONAL INFO REQUIRED Bio. tndustriat/R&D: 162,413 square feet?? Warehouse: 1,350 square feet Residential Guest Spaces Required n/a Shown Additional Comments Please see attached. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\Template\Building Plancheck Review Checklist.doc DATE Rev 4/08 CB 101045. PLANNING COMMENTS 1. Please clarify why the total square footage for "Research and Development" noted on the application, 162,413 sq. ft,, does not correspond with the square footage provided on the building plans for the shell building, 169,488 sq. ft. In addition, these numbers do not match Sheet G-003 of the Tl plans. All of these numbers need to match so that parking can be accurately assessed and there is consistency in the future if research is needed to be done. 2. Please revise Sheet A-000 to reflect the revised parking pursuant to the approved grading plan (i.e. re-striping of spaces adjacent to western elevation resulted in one less standard space). Although Sheet A-000 is included just as a reference, it still needs to match what was approved. 3. Please remove reference to the 60' setback line in all areas on Sheet A-000. H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 CARLSBAD FIRE DEPARTMENT EXPEDITED PLAN CHECK REQUEST CB I am requesting Expedited Fire Plan Check and understand I will be assessed an additional fee at the rate of $90.00 dollars per hour plus $25.00 dollars administration fee. Plans will not be released until all fees are paid. Applicant is responsible for ail expedited fees should the project not be completed. Turnaround time for the expedited fire plan review will be 14 calendar days with a turnaround time for re-checks of seven calendar days. Plans check by the Fire Department will be checked on a first come, first serve basis and could take up to 60 days or more to be completed. NO PLEASE CIRCLE YOUR SELECTION Applicant Signature yjCM&A_^^\ Date 3py to Building file and Fire Prevention RECOMMENDED FOR APPROVAL Page: 1 of 2 Daryl K. James & Associates, Inc. Checked by: Susan Guzzetta 205 Colina Terrace Date: November 14, 2010 Vista, CA 92084 xA^i& £0 T. (760) 724-7001 Email: kitfire@sbcqlobal.net APPLICANT: BMR - Gazelle Court LLC JURISDICTION: Carlsbad Fire Department PROJECT NAME: Isis Pharmaceuticals PROJECT ADDRESS: 2855 Gazelle Court PROJECT DESCRIPTION: CB101045 Tenant Improvement for two-story office, research & development building INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To EXPEDITE the recheck process, please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Email EsGil comments as soon as available. • Please direct any questions regarding this review directly to: Susan Guzzetta 949-573-1558 or stguzzetta@gmail.com • PLEASE SEND OR DELIVER REVISED PLANS DIRECTLY TO: SUSAN GUZZETTA 5121 Costa Rustico San Clemente Ca 92673 ICorrections: 1. Indicated on the site plan that the emergency access roadways will be marked as per the California Vehicle Code 22500.1. The designation shall be indicated by: A sign posted immediately adjacent to, and visible from the designated location clearly stating in letters not less than one inch in height that the location is a fire lane. Also, Outlining or painting the place in red and, in contrasting color, marking the place with the words "FIRE LANE", which are clearly visible from a vehicle. A red curb or paint on the edge of the roadway upon which is clearly marked the words "FIRE LANE." 'Included with building shell approval. 2. There shall be no parking within 15 feet of either side of afire hydrant in accordance with CVC 22514. The areas adjacent to the hydrants may also require marking. 'Included with building shall approval. 3. The site plan indicates turf block or a grass Crete product for a portion of the emergency access near the fire hydrants. If this is a proposed application, than plans with a compaction report will need to be submitted to the fire department prior to installation. *Reviewed with building shell appoval. 4. Separate permit/deferred submittals will be required for the FM200 fire suppression system (document storage area) Mechanical ventilation for the H3/H4 enclosure, 3,620-gallon diesel generator, and 1500-gallon liquid nitrogen tank (These notes should be added to page G-003 under scope of work. * Notes added to plan cover sheet. 5. A separate plan review and a technical report will need to be submitted for any proposed high-piled storage in the building. *As per applicant there is not any high-piled storage proposed 6. Please make a note on plan that the required fire permits will be obtained for the storage and processes for the proposed occupancy. Page: 2 of 2 7. Indicate on plans that all hazardous materials will be disclosed and a Business Emergency Plan will be provided. *Notes added to plan 8. Page A101C H3 room #1145 doors must swing in the direction of egress. Door #1115 will also need the door swing changed to protect the required exit corridor width. "Door swings revised to swing in the correct directions. 9. Provide a hardware schedule for all doors. (Currently not included in door schedule.) Plans indicate "See Section 08710" which is not provided in the plan submittal. "Door schedule provided and reviewed 10. Provide manufactures details for the Rooroof screen. These specifications are needed to evaluate fire access concerns. 'Approved with building shell approval 11. Provide construction details drawn to scale for H3 & H3/H4 room design. Show containment, secondary containment curb heights, non-combustible flooring and all requirements for H occupancies. Page PID-1014 shows H room with containment for firewater but is not drawn to scale or with dimensions. * Details provided for H3 and H4 rooms. Constructed as per technical report. 12. Show exiting path from each area on the architectural plans. All corrections have been complied with and the modified technical report from August 16"1 was reviewed and approved RECOMMENDED FOR APPROVAL Page: 1 of 2 Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Susan Guzzetta Date: November 14, 2010 APPLICANT: BMR - Gazelle Court LLC JURISDICTION: Carlsbad Fire Department PROJECT NAME: Isis Pharmaceuticals PROJECT ADDRESS: 2855 Gazelle Court PROJECT DESCRIPTION: CB101045 Tenant Improvement for two-story office, research & development building INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To EXPEDITE the recheck process, please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Email EsGil comments as soon as available. • Please direct any questions regarding this review directly to: Susan Guzzetta 949-573-1558 or stguzzetta@gmail.com • PLEASE SEND OR DELIVER REVISED PLANS DIRECTLY TO: SUSAN GUZZETTA 5121 Costa Rustico San Clemente Ca 92673 VCorrections: 1. Indicated on the site plan that the emergency access roadways will be marked as per the California Vehicle Code 22500.1. The designation shall be indicated by: A sign posted immediately adjacent to, and visible from the designated location clearly stating in letters not less than one inch in height that the location is a fire lane. Also, Outlining or painting the place in red and, in contrasting color, marking the place with the words "FIRE LANE", which are clearly visible from a vehicle. A red curb or paint on the edge of the roadway upon which is clearly marked the words "FIRE LANE." included with building shell approval. 2. There shall be no parking within 15 feet of either side of a fire hydrant in accordance with CVC 22514. The areas adjacent to the hydrants may also require marking. 'Included with building shall approval. 3. The site plan indicates turf block or a grass Crete product for a portion of the emergency access near the fire hydrants. If this is a proposed application, than plans with a compaction report will need to be submitted to the fire department prior to installation. *Reviewed with building shell appoval. 4. Separate permit/deferred submittals will be required for the FM200 fire suppression system (document storage area) Mechanical ventilation for the H3/H4 enclosure, 3,620-gallon diesel generator, and 1500-gallon liquid nitrogen tank (These notes should be added to page G-003 under scope of work. *Notes added to plan cover sheet. 5. A separate plan review and a technical report will need to be submitted for any proposed high-piled storage in the building. "As per applicant there is not any high-piled storage proposed 6. Please make a note on plan that the required fire permits will be obtained for the storage and processes for the proposed occupancy. Page: 2 of 2 7. Indicate on plans that all hazardous materials will be disclosed and a Business Emergency Plan will be provided. *Notes added to plan 8. Page A101C H3 room #1145 doors must swing in the direction of egress. Door #1115 will also need the door swing changed to protect the required exit corridor width. *Door swings revised to swing in the correct directions. 9. Provide a hardware schedule for all doors. (Currently not included in door schedule.) Plans indicate "See Section 08710" which is not provided in the plan submittal. *Door schedule provided and reviewed 10. Provide manufactures details for the Rooroof screen. These specifications are needed to evaluate fire access concerns. *Approved with building shell approval 11. Provide construction details drawn to scale for H3 & H3/H4 room design. Show containment, secondary containment curb heights, non-combustible flooring and all requirements for H occupancies. Page PID-1014 shows H room with containment for firewater but is not drawn to scale or with dimensions. * Details provided for H3 and H4 rooms. Constructed as per technical report. 12. Show exiting path from each area on the architectural plans. All corrections have been complied with and the modified technical report from August 16fh was reviewed and approved RECOMMENDED FOR APPRQVAlBLDG. Daryl K. James & Associates, Inc. Checked by: Susan Guzzetta 205 Co//na Terrace Date: September 10, 2010 Vista, CA 92084 4200?2*?%*t«/ ^O /d&4*tfa££j[ T. (760) 724-7001 Email: kitfire@sbcglobal.net JLl4/jx.j/fts6£Ss^^#rf'# £ji/4j "fe&gA/tyffl $&*? APPLICANT: BMR - Gazelle Court LLC JURISDICTION: Carlsbad Fire Department ' PROJECT NAME: Isis Pharmaceuticals PROJECT ADDRESS: 2855 Gazelle Court PROJECT DESCRIPTION: CB101045 Tenant Improvement for two-story office, research & development building INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To EXPEDITE the recheck process, please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Email EsGil comments as soon as available. • Please direct any questions regarding this review directly to: Susan Guzzetta 949-573-1558 or stguzzetta@gmail.com • PLEASE SEND OR DELIVER REVISED PLANS DIRECTLY TO: Susan Guzzetta 5121 Costa Rustico San Clemente, CA 92673 Site Map (to be provided on a Title Sheet) a Site Map to include North directional arrow a Provide the following on a Title Sheet "i List of Applicable Codes 2007 California Administrative Code (CAC (Parti, Title 24, CCR) 2007 California Building Code (CBC), Volumes 1 and 2 (Part 2 Title 24 CCR) (2006 Edition International Building Code with 2007 California Amendments) 2007 California Electrical Code (CEC) Part 3, Title 24, CCR) (2005 Edition National Electrical Code with 2007 California Amendments) 2007 California Mechanical Code (CMC) (Part 4, Title 24, CCR) (2006 Edition IAPMO Uniform Mechanical Code with 2007 California Amendments) 2007 California Plumbing Code (CPC) (Part 5, Title 24, CCR) (2006 Edition IAPMO Uniform Plumbing Code with 2007 California Amendments) 2007 California Energy Code (Part 6, Title 24, CCR) (2006 Edition California Energy Commission Building Energy Efficiency Standards) 2007 California Fire Code (CFC) (Part 9, Title 24, CCR) (2006 Edition International Fire Code with 2007 California Amendments) Page: 2 of 2 Corrections: 1. Indicated on the site plan that the emergency access roadways will be marked as per the California Vehicle Code 22500.1. The designation shall be indicated by: A sign posted immediately adjacent to, and visible from the designated location clearly stating in letters not less than one inch in height that the location is a fire lane. Also, Outlining or painting the place in red and, in contrasting color, marking the place with the words "FIRE LANE", which are clearly visible from a vehicle. A red curb or paint on the edge of the roadway upon which is clearly marked the words "FIRE LANE." 2. There shall be no parking within 15 feet of either side of a fire hydrant in accordance with CVC 22514. The areas adjacent to the hydrants may also require marking. 3. The site plan indicates turf block or a grass Crete product for a portion of the emergency access near the fire hydrants. If this is a proposed application, than plans with a compaction report will need to be submitted to the fire department prior to installation. 4. Separate permit/deferred submittals will be required for the FM200 fire suppression system (document storage area) Mechanical ventilation for the H3/H4 enclosure, 3,620-gallon diesel generator, and 1500-gallon liquid nitrogen tank (These notes should be added to page G-003 under scope of work. 5. A separate plan review and a technical report will need to be submitted for any proposed high-piled storage in the building. 6. Please make a note on plan that the required fire permits will be obtained for the storage and processes for the proposed occupancy. 7. Indicate on plans that all hazardous materials will be disclosed and a Business Emergency Plan will be provided. 8. Page A101C H3 room #1145 doors must swing in the direction of egress. Door #1115 will also need the door swing changed to protect the required exit corridor width. 9. Provide a hardware schedule for all doors. (Currently not included in door schedule.) Plans indicate "See Section 08710" which is not provided in the plan submittal. 10. Provide manufactures details for the Rooroof screen. These specifications are needed to evaluate fire access concerns. 11. Provide construction details drawn to scale for H3 & H3/H4 room design. Show containment, secondary containment curb heights, non-combustible flooring and all requirements for H occupancies. Page PID-1014 shows H room with containment for firewater but is not drawn to scale or with dimensions. 12. Show exiting path from each area on the architectural plans. CORRECTION LIST Page: 1 of 2 Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Susan Guzzetta Date: July 5. 2010 BLDG. DEPT COPY APPLICANT: BMR - Gazelle Court LLC JURISDICTION: Carlsbad Fire Department PROJECT NAME: Isis Pharmaceuticals PROJECT ADDRESS: 2855 Gazelle Court PROJECT DESCRIPTION: CB101045 Tenant Improvement for two-story office, research & development building INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To EXPEDITE the recheck process, please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Email EsGil comments as soon as available. • Please direct any questions regarding this review directly to: Susan Guzzetta 949-573-1558 or stguzzetta@gmail.com • PLEASE SEND OR DELIVER REVISED PLANS DIRECTLY TO: Susan Guzzetta 5121 Costa Rustico San Clemente, CA 92673 Site Map (to be provided on a Title Sheet) a Site Map to include North directional arrow a Provide the following on a Title Sheet List of Applicable Codes 2007 California Administrative Code (CAC (Part 1, Title 24, CCR) 2007 California Building Code (CBC), Volumes 1 and 2 (Part 2 Title 24 CCR) (2006 Edition International Building Code with 2007 California Amendments) 2007 California Electrical Code (CEC) Part 3, Title 24, CCR) (2005 Edition National Electrical Code with 2007 California Amendments) 2007 California Mechanical Code (CMC) (Part 4, Title 24, CCR) (2006 Edition IAPMO Uniform Mechanical Code with 2007 California Amendments) 2007 California Plumbing Code (CPC) (Part 5, Title 24, CCR) (2006 Edition IAPMO Uniform Plumbing Code with 2007 California Amendments) 2007 California Energy Code (Part 6, Title 24, CCR) (2006 Edition California Energy Commission Building Energy Efficiency Standards) 2007 California Fire Code (CFC) (Part 9, Title 24, CCR) (2006 Edition International Fire Code with 2007 California Amendments) Page: Corrections: 1. Indicated on the site plan that the emergency access roadways will be marked as per the California Vehicle Code 22500.1. The designation shall be indicated by: A sign posted immediately adjacent to, and visible from the designated location clearly stating in letters not less than one inch in height that the location is a fire lane. Also, Outlining or painting the place in red and, in contrasting color, marking the place with the words "FIRE LANE", which are clearly visible from a vehicle. A red curb or paint on the edge of the roadway upon which is clearly marked the words "FIRE LANE." 2. There shall be no parking within 15 feet of either side of a fire hydrant in accordance with CVC 22514. The areas adjacent to the hydrants may also require marking. 3. The site plan indicates turf block or a grass Crete product for a portion of the emergency access near the fire hydrants. If this is a proposed application, than plans with a compaction report will need to be submitted to the fire department prior to installation. 4. Separate permit/deferred submittals will be required for the FM200 fire suppression system (document storage area) Mechanical ventilation for the H3/H4 enclosure, 3,620-gallon diesel generator, and 1500-gallon liquid nitrogen tank (These notes should be added to page G-003 under scope of work. 5. A separate plan review and a technical report will need to be submitted for any proposed high-piled storage in the building. 6. Please make a note on plan that the required fire permits will be obtained for the storage and processes for the proposed occupancy. 7. Indicate on plans that all hazardous materials will be disclosed and a Business Emergency Plan will be provided. 8. Page A101C H3 room #1145 doors must swing in the direction of egress. Door #1115 will also need the door swing changed to protect the required exit corridor width. 9. Provide a hardware schedule for all doors. (Currently not included in door schedule.) Plans indicate "See Section 08710" which is not provided in the plan submittal. 10. Provide manufactures details for the Rooroof screen. These specifications are needed to evaluate fire access concerns. 11. Provide construction details drawn to scale for H3 & H3/H4 room design. Show containment, secondary containment curb heights, non-combustible flooring and all requirements for H occupancies. Page PID-1014 shows H room with containment for firewater but is not drawn to scale or with dimensions. 12. Show exiting path from each area on the architectural plans. RECOMMENDED FOR APPROVAL Page:. Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (7601 724-7001 Email: kitfire@sbcglobal.net Checked by: Susan Guzzetta Date: November 14. 2010 APPLICANT: BMR - Gazelle Court LLC JURISDICTION: Carlsbad Fire Department PROJECT NAME: Isis Pharmaceuticals PROJECT ADDRESS: 2855 Gazelle Court PROJECT DESCRIPTION: CB101045 Tenant Improvement for two-story office, research & development building INSTRUCTIONS • This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. • The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. • To EXPEDITE the recheck process, please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Email EsGil comments as soon as available. • Please direct any questions regarding this review directly to: Susan Guzzetta 949-573-1558 or stguzzetta@gmail.com • PLEASE SEND OR DELIVER REVISED PLANS DIRECTLY TO: SUSAN GUZZETTA 5121 Costa Rustico San Clemente Ca 92673 JCorrections: 1. Indicated on the site plan that the emergency access roadways will be marked as per the California Vehicle Code 22500.1. The designation shall be indicated by: A sign posted immediately adjacent to, and visible from the designated location clearly stating in letters not less than one inch in height that the location is a fire lane. Also, Outlining or painting the place in red and, in contrasting color, marking the place with the words "FIRE LANE", which are clearly visible from a vehicle. A red curb or paint on the edge of the roadway upon which is clearly marked the words "FIRE LANE." included with building shell approval. 2. There shall be no parking within 15 feet of either side of a fire hydrant in accordance with CVC 22514. The areas adjacent to the hydrants may also require marking. *lncluded with building shall approval. 3. The site plan indicates turf block or a grass Crete product for a portion of the emergency access near the fire hydrants. If this is a proposed application, than plans with a compaction report will need to be submitted to the fire department prior to installation. *Reviewed with building shell appoval. 4. Separate permit/deferred submittals will be required for the FM200 fire suppression system (document storage area) Mechanical ventilation for the H3/H4 enclosure, 3,620-gallon diesel generator, and 1500-gallon liquid nitrogen tank (These notes should be added to page G-003 under scope of work. *Notes added to plan cover sheet. 5. A separate plan review and a technical report will need to be submitted for any proposed high-piled storage in the building. "As per applicant there is not any high-piled storage proposed 6. Please make a note on plan that the required fire permits will be obtained for the storage and processes for the proposed occupancy. Page: 2 of 2 7. Indicate on plans that all hazardous materials will be disclosed and a Business Emergency Plan will be provided. "Notes added to plan 8. Page A101C H3 room #1145 doors must swing in the direction of egress. Door #1115 will also need the door swing changed to protect the required exit corridor width. 'Door swings revised to swing in the correct directions. 9. Provide a hardware schedule for all doors. (Currently not included in door schedule.) Plans indicate "See Section 08710" which is not provided in the plan submittal. "Door schedule provided and reviewed 10. Provide manufactures details for the Rooroof screen. These specifications are needed to evaluate fire access concerns. "Approved with building shell approval 11. Provide construction details drawn to scale for H3 & H3/H4 room design. Show containment, secondary containment curb heights, non-combustible flooring and all requirements for H occupancies. Page PID-1014 shows H room with containment for firewater but is not drawn to scale or with dimensions. * Details provided for H3 and H4 rooms. Constructed as per technical report. 12. Show exiting path from each area on the architectural plans. All corrections have been complied with and the modified technical report from August 16'" was reviewed and approved EMERSON. Network Power Electrical Reliability Services, Inc San Diego Area Office 5810 Van Allen Way Carlsbad, CA 92008 7(760)804-2972 Ground Fault System Test at 2855 GAZELLE CT Carlsbad, CA for Ickler Electric Corporation 12175 Dearborn Place Poway, CA 92064 Attention: Mr. Rich Taylor Order No: PO #0419 Reference No. Februarys, 2011 3132625 Submitted By: Reviewed By: Leonardo Manalo Supervising Engineer Timothy Shaw Supervising Engineer TABLE OF CONTENTS 1 PURPOSE 1 2 SUMMARY 1 3 EQUIPMENT TESTED AND INSPECTED 1 4 PROCEDURES 1 5 RESULTS AND RECOMMENDATIONS 3 PURPOSE 1.1 Performance testing of ground fault protective equipment is conducted to verify proper installation and operation. The National Electrical Code™ Section 230-95(c) requires an on site test of all ground fault systems upon initial installation. In healthcare facilities, the National Electrical Code™ section 517-17 requires at least one additional level of ground fault protection to be installed. This Code section also requires the additional testing of each level to ensure the ground fault system is 100% selective. SUMMARY 2.1 This project was initiated by Mr. Rich Taylor with Ickler Electric Crporation. All testing was performed by Electrical Reliability Services Field Engineer Leonardo Manalo on Wednesday, February 09, 2011. 2.2 The ground fault relay system was found correctly installed and operating properly. The neutral feeder conductors needs to be installed before the job completion. 2.3 Please refer to Section 5 "Results and Recommendations" for complete details of the testing. EQUIPMENT TESTED AND INSPECTED 3.1 MSA1 and MSA2 GE Power Breaker II Ciruit Breakers PROCEDURES 4.1 Ground Fault Systems 4.1.1 Visual and Mechanical Inspection .1 Inspected for physical damage. Visually inspected the components for errors in polarity or conductor routing. .2 Inspected neutral main bonding connection to assure: • Proper size Reference No.3132748 Page 1 .3 Verified ground electrode conductor(s) for proper size and connection. .4 Verified proper ground fault relay circuit identification. .5 Verified that neutral sensors are connected with correct polarity on both primary and secondary. 4.1.2 Electrical Tests .1 Measured pickup current by primary injection at sensor. .2 Verified the relay did not operate at ninety percent of the pickup setting. .3 Measured time delay at two points above pickup current level by injecting current into the sensor. Total trip time was electrically monitored. RESULTS AND RECOMMENDATIONS 5.1 The ground fault relay system was found correctly installed and operating properly. 5.2 The neutral feeder conductors are not installed at the time of testing, needs to be installed before job completion. 5.3 In the absence of engineered settings, pickup current and time delay settings were left at minimum for service energization. Electrical Reliability Services accepts no liability for these settings. The design engineer should be consulted for final settings. Reference No.3132748 Page 2 EMERSON Network Power GROUND FAULT SYSTEM TEST REPORT Electrical Reliability Services CLIENT: ICKLER ELCTRIC LOCATION: 2855 GAZELLE CT, CARLSBAD, CA SWITCHGEAR DESIGNATION: MSA1 ENGINEER: L MANALO WITNESS: ASSET NO.: E24-00238 JOB NO.: 3132625 DATE: 2/9/201 1 CAL. DATE: 3/12/2010 FIELD DATA SWITCHBOARD MANUFACTURER GENERAL ELECTRIC MAIN OVERCURRENT DEVICE ED Circuit Breaker CD Fused Switch TYPE SSF GROUND FAULT SYSTEM I I Neutral Ground Strap MODEL GE TRIP UNIT AS FOUND PICKUP 0.2 X S (600A) MODEL/CAT. NUMBER CURRENT RATING SSF30D330 3000 A S.O. NUMBER 17807780E-1 UL NUMBER E-1741 MFGR. GENERAL ELECTRIC SYSTEM VOLTAGE 480Y/277 CD Zero Sequence 0 Residual CD Other CAT. NUMBER PICKUP RANGE TR30C3000GF 0.2 x 0.37 x S VOLTAGE RATING 600 VAC MFGR. GENERAL ELECTRIC TIME RANGE MIN, INT, MAX IN/OUT I2T TIME AS LEFT SETTING PICKUP TIME MIN OUT 0.2x5(600) MIN OUT SENSOR / CT NEUTRAL C/T SETTINGS BY LEFT AT MIN INSPECTION SERVICE ENTRANCE CONDUCTORS PER MAIN BONDING JUMPER PHASE 6"x1/4" CU 2 21/2"x1/4" CU NEUTRAL - GROUND LOCATION Note #2 CD Correct CD Incorrect CD Corrected by Contractor MONITOR TEST PANEL OPERATION CD Correct CD Incorrect CD Corrected ED NA GROUND ELECTRODE CONDUCTOR 3/0 0AWG 0MCM CONTROL POWER TRANSFORMER VA OTHER ELECTRICAL TESTS BREAKER SWITCH REACTION TIME CD Seconds CD Cycles ED NA PICKUP CURRENT 320X2 REDUCED VOLTAGE TEST (55% RATED VOLTAGE) CD Trip (Correct) CD No Trip (Incorrect) ED NA PICKUP CURRENT (PICKUP MINUS 25%) (640AMPS) D Trip (Incorrect) 0 No Trip (Correct) SYSTEM NEUTRAL INSULATION RESISTANCE TO GROUND MEGOHMS (Note 2) TIME -CURRENT CALIBRATION TESTS PRIMARY CURRENT „,,_„,.- „,_„. lnAMPERE-TURNS PERCENT PICKUP 450x2 (900 A) 150% 600x2 (1200 A) 200% Neutral Sensor Polarity 0 Correct 0 Incorrect 0 NA TOTAL TIME 0.21 0.18 REACTION TIME MFGRRELAY TIME TOLERANCE +/-20% +/-20% REMARKS: 1. Tested GFIpu at .2x5 and delay at Min out SERSP24000246700101 POWER BREAK II 2. Neutral conductor is not installed yet at the time of testing. 3. Ground fault system test is satisfactory. EMERSON ietwork Power GROUND FAULT SYSTEM TEST REPORT Electrical Reliability Services CLIENT: ICKLER ELCTRIC LOCATION: 2855 GAZELLE CT, CARLSBAD, CA SWITCHGEAR DESIGNATION: MSA2 ENGINEER: L MANALO WITNESS: ASSET NO.: E24-00238 JOB NO.: 3132625 DATE: 2/9/201 1 CAL.DATE: 3/12/2010 FIELD DATA SWITCHBOARD MANUFACTURER GENERAL ELECTRIC MAIN OVERCURRENT DEVICE El Circuit Breaker CD Fused Switch TYPE MODEL/CAT. NUMBER CURRENT RATING SSF SSF30D330 3000 A S.O. NUMBER 17807780E-2 UL NUMBER E-1741 MFGR. GENERAL ELECTRIC SYSTEM VOLTAGE 480Y/277 GROUND FAULT SYSTEM CD Neutral Ground Strap CD Zero Sequence El Residual CD Other MODEL CAT. NUMBER PICKUP RANGE GE TRIP UNIT TR30C3000GF 0.2 x 0.37 X S VOLTAGE RATING 600 VAC MFGR. GENERAL ELECTRIC TIME RANGE MIN, INT, MAX IN/OUT I2T AS FOUND PICKUP TIME AS LEFT SETTING PICKUP TIME 0.2 X S (600A) MIN OUT 0.2 x S (600A) 0.2 MIN OUT SENSOR / CT NEUTRAL C/T SETTINGS BY LEFT AT MIN INSPECTION SERVICE ENTRANCE CONDUCTORS PER MAIN BONDING JUMPER PHASE 6"x1/4" CU 2 2 1/2" x 1/4" CU NEUTRAL - GROUND LOCATION Note if 2 CD Correct CD Incorrect CD Corrected by Contractor MONITOR TEST PANEL OPERATION Qcorrect CDlncorrect CDcqrrected 0NA ; , GROUND ELECTRODE CONDUCTOR 3/0 EJAWG DMCM CONTROL POWER TRANSFORMER VA OTHER ELECTRICAL TESTS BREAKER SWITCH REACTION TIME CD Seconds CD Cycles 0NA REDUCED VOLTAGE TEST (55% RATED VOLTAGE) CD Trip (Correct) CD No Trip (Incorrect) El NA PICKUP CURRENT PICKUP CURRENT (PICKUP MINUS 25%) 316X2 (632 AMPS) CD Trip (Incorrect) El No Trip (Correct) SYSTEM NEUTRAL INSULATION RESISTANCE TO GROUND MEGOHMS (Note 2) PRIMARY CURRENT PERCEKIT PICKUPAMPERE-TURNS PERCENT PICKUP TIME -CURRENT 450 x 2 (900 A) 1 50% CALIBRATION 600x2 (1200 A) 200% TESTS Neutral Sensor Polarity El Correct CD Incorrect TOTAL TIME 0.28 0.17 REACTION RELAY TIME QNA MFGR. 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IP. || 3 5.1^ ^ftlll igllllill;— ^ 3 -*' =. ^ — • =5 ^^3 8 o ^iilsSgzllslii1*!S S — S m • £. „ 8» So =?S5-a£&ai°"•i^S 3 D srS'S"•o3:S<»o9w =llflllllf<DS:W ^ — <B ffi-o =*~>^"^333OCO'-*TO 20 O S-0"^ §.W|S||||||| ^ S S i. ~ 5^ JS a-".® Q."CO^ o W | o i-f ^5"o !^i OO(DI300(QTJ 8c^o'2.en m a- m. o in g (Q Q Zoo SECTION 08 71 00 FINISH HARDWARE PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions of Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes items known commercially as finish or door hardware that are required for swing, sliding, and folding doors, except special types of unique hardware specified in the same sections as the doors and doorframes on which they are installed. B. This Section includes the following, but is not necessarily limited to: 1. Door Hardware, including electric hardware. 2. Wall or floor-mounted electromagnetic hold-open devices. 3. Thresholds, gasketing and weather-stripping. 4. Door silencers or mutes. C. Related Sections: The following sections are noted as containing requirements that relate to this Section, but may not be limited to this listing. 1. Division 8 - Section: Aluminum Frames. 2. Division 8 - Section: Wood Doors. 3. Division 8 - Section: Steel Doors & Frames. 4. Division 16: Section - Fire/Life-Safety Systems & Security Access Systems. 1.03 REFERENCES (Use date of standard in effect as of Bid date.) A. ADAAG - Americans with Disabilities Act (ACT) Accessibility Guidelines for Buildings and Facilities. B. BHMA - Builders' Hardware Manufacturers Association. C. CCR - California Code of Regulations, Tile 24, Part 2, California State Accessibility Standards. D. DHI - Door and Hardware Institute. E. NFPA - National Fire Protection Association. 1. NFPA 80 - Fire Doors and Windows 2. NFPA 101 - Life Safety Code 3. NFPA 105 - Smoke and Draft Control Door Assemblies F. UL - Underwriters Laboratories. 1. UL 10C - Fire Tests of Door Assemblies 2. UL 305 - Panic Hardware ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-1 Corporate Headquarters T.I. G. WHI - Warnock Mersey Incorporated H. SDI - Steel Door Institute 1.04 SUBMITTALS & SUBSTITUTIONS A. General: Submit in accordance with Conditions of the Contract and Division 1 Specification sections. B. Submit product data (catalog cuts) including manufacturers' technical product information for each item of door hardware, installation instructions, maintenance of operating parts and finish, and other information necessary to show compliance with requirements. C. Submit six (6) copies of schedule organized vertically into "Hardware Sets" with index of doors and headings, indicating complete designations of every item required for each door or opening. Include following information: 1. Type, style, function, size and finish of each hardware item. 2. Name, part number and manufacturer of each item. 3. Fastenings and other pertinent information. 4. Location of hardware set coordinated with floor plans and door schedule. 5. Explanation of all abbreviations, symbols and codes contained in schedule. 6. Mounting locations for hardware. 7. Door and frame sizes and materials. 8. List of manufacturers used and their nearest representative with address and phone number. 9. Keying information. D. Make substitution requests in accordance with Division 1. Substitution requests must be made prior to bid date. Include product data and indicate benefit to the project. Furnish samples of any proposed substitution. E. Wiring Diagrams: Provide product data and wiring and riser diagrams for all electrical products listed in the Hardware Schedule portion of this section. F. Keying Schedule: Submit separate detailed schedule indicating clearly how the Owner's final instructions on keying of locks has been fulfilled. G. Templates for doors, frames, and other work specified to be factory prepared for the installation of door hardware. Check shop drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. H. Furnish as-built/as-installed schedule with close-out documents, including keying schedule, wiring/riser diagrams, manufacturers' installation, adjustment and maintenance information. 1.05 QUALITY ASSURANCE A. Obtain each type of hardware (latch and lock sets, hinges, closers, exit devices, etc.) from a single manufacturer. B. Supplier Qualifications: A recognized architectural door hardware supplier, with warehousing facilities in the project's vicinity, that has a record of successful in-service performance for supplying door hardware similar in quantity, type, and quality to that indicated for this project ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-2 Corporate Headquarters T.I. and that employs an experienced architectural hardware consultant (AHC) who is available to Owner, Architect, and Contractor, at reasonable times during the course of the Work, for consultation. 1. Responsible for detailing, scheduling and ordering of finish hardware. 2. Meet with Owner to finalize keying requirements and to obtain final instructions in writing. 3. Stock parts for products supplied and be capable of repairing and replacing hardware items found defective within warranty periods. C. Hardware Installer: Company specializing in the installation of commercial door hardware with five years documented experience. D. Fire-Rated Openings: Provide door hardware for fire-rated openings that complies with NFPA Standard No. 80 and requirements of authorities having jurisdiction. Provide only items of door hardware that are listed and tested by UL or Warnock Mersey for given type/size opening and degree of label. Provide proper latching hardware, door closers, approved-bearing hinges and seals whether listed in the Hardware Schedule or not. 1. Where emergency exit devices are required on fire-rated doors, (with supplementary marking on doors' UL labels indicating "Fire Door to be Equipped with Fire Exit Hardware") provide UL label on exit devices indicating "Fire Exit Hardware". E. Exit Doors: Operable from inside with single motion without the use of a key or special knowledge or effort. 1.06 DELIVERY, STORAGE AND HANDLING A. Coordinate delivery of packaged hardware items to the appropriate locations (shop or field) for installation. B. Hardware items shall be individually packaged in manufacturers' original containers, complete with proper fasteners. Clearly mark packages on outside to indicate contents and locations in hardware schedule and in work. C. Provide locked storage area for hardware, protect from moisture, sunlight, paint, chemicals, etc. D. Inventory door hardware jointly with representatives of hardware supplier and hardware installer until each is satisfied that count is correct. 1.07 WARRANTY A. Provide warranties of respective manufacturers' regular terms of sale from day of final acceptance as follows: 1. Closers: Ten (10) years, except electronic closers shall be two (2) years. 2. Exit devices: Three (3) years. 3. All other hardware: Two (2) years. 1.08 MAINTENANCE A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-3 Corporate Headquarters T.I. ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-4 Corporate Headquarters T.I. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. B. C. D. E. F. G. H, I. I. Item Hinges Locks, Latches & Cylinders Exit Devices Closers Automatic Flush Bolts & Dust Proof Strikes Coordinators Kick Plates Stops Astragals Thresholds & Gasketing Manufacturer Ives Schlage Von Duprin LCN Hager Ives Ives Ives National Guard National Guard Acceptable Substitutes Hager, Stanley None None None Ives, Trimco Hager, Trimco, BBW Trimco, BBW, Quality Trimco, BBW, Quality Pemko, Zero Pemko, Zero 2.02 MATERIALS A. Hinges: Exterior out-swinging door butts shall be non-ferrous material and shall have stainless steel hinge pins. All doors to have non-rising pins. 1. Hinges shall be sized in accordance with the following: a. Height: 1) Doors up to 41" wide: 4-1/2" inches. 2) Doors 42" to 48" wide: 5 inches. b. Width: Sufficient to clear frame and trim when door swings 180 degrees. c. Number of Hinges: Furnish 3 hinges per leaf to 7'-5" in height. Add one for each additional 2 feet in height. 2. Furnish non-removable pins (NRP) at all exterior out-swing doors and interior key lock doors with reverse bevels. B. Continuous Hinges: As manufactured by Ives, an Ingersoll-Rand Company. UL rated as required. C. Extra Heavy duty Commercial Mortise Locks: Schlage "L" Series as scheduled with "17" Style Lever and "A" Style Rose. 1. Locksets to comply with ANSI A156.13, Series 1000, Operational Grade 1 and Security Grade 1 with all standard trims. Locksets shall also comply with UL10C and UBC 7-2 Positive Pressure requirements ISIS Pharmaceuticals, Inc Corporate Headquarters T.I. Finish Hardware Section 08 71 00-5 2. Lock case shall be manufactured with heavy 12 gauge steel with fully wrapped design. Lock cases with exposed edges are not acceptable. Lock case shall be multi-functional allowing transformation to a different function without opening lock case. 3. Latchbolt shall have %" throw and be non-handed, field reversible without opening the lock case. Solid latchbolts and / or plastic anti-friction devices are not acceptable. 4. The deadbolt, when used, shall be 1" throw stainless steel with a %" internal engagement when fully extended. 5. All trim shall be through-bolted with the spring cages supporting the trim attached to the lock cases to prevent torquing. 6. Levers to have independent rotation in both directions. Exterior lever assembly to be one- piece design attached by threaded bushing. Interior lever assembly shall be attached by screwless shank 7. Thru-bolt lever assemblies through the door for positive interlock. Locks using a through the door spindle for attachment are not acceptable. Spindles shall be independent, designed to "break-away" at a maximum of 75psi torque. 8. Hand of lock chassis to be changeable by simply moving one screw from one side to the case to the other and pulling and reversing the latchbolt. 9. Cylinders to be secured by a cast stainless steel, dual retainer. Locks utilizing screws and / or stamped retainers are not acceptable. D. Exit devices: Von Duprin as scheduled. 1. Provide certificate by independent testing laboratory that device has completed over 1,000,000 cycles and can still meet ANSI/BHMA A156.3 - 2001 standards. 2. All internal parts shall be of cold-rolled steel with zinc dichromate coating. 3. Mechanism case shall have an average thickness of .140". 4. Compression spring engineering. 5. Non-handed basic device design with center case interchangeable with all functions. 6. All devices shall have quiet return fluid dampeners. 7. All latchbolts shall be deadlocking with %" throw and have a self-lubricating coating to reduce friction and wear. 8. Device shall bear UL label for fire and or panic as may be required. 9. All surface strikes shall be roller type and utilize a plate underneath to prevent movement. 10. Furnish glass bead kits for vision lites where required. 11. All Exit Devices to be sex-bolted to the doors. 12. Panic Hardware shall comply with UBC Standard 10-4 and shall be mounted between 30" and 44" above the finished floor surface. The unlatching force shall not exceed 15 Ibs. applied in the direction of travel. Panic hardware shall comply with CBC Section 1003.3.1.9. E. Closers: LCN as scheduled. Place closers inside building, stairs, room, etc. 1. Door closer cylinders shall be of high strength cast iron construction with double heat treated pinion shaft to provide low wear operating capabilities of internal parts throughout the life of the installation. All door closers shall be tested to ANSI/BHMA A156.4 test requirements by a BHMA certified testing laboratory. 2. All parallel arm closers shall incorporate one piece solid forged steel arms with bronze bushings. 1-9/16" steel stud shoulder bolts, shall be incorporated in regular arms, hold- open arms, arms with hold open and stop built in. All other closers to have forged steel main arms for strength, durability, and aesthetics for versatility of trim accommodation, high strength and long life. 3. Closers shall be installed to permit doors to swing 180 degrees. 4. All closers shall utilize a stable fluid withstanding temperature range of 120 degrees F. to - 30 degrees F. without requiring seasonal adjustment of closer speed to properly close the door. ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-6 Corporate Headquarters T.I. 5. Provide the manufactures drop plates, brackets and spacers as required at narrow head rails and special frame conditions. NO wood plates or spacers will be allowed. 6. Maximum effort to operate doors shall not exceed 5 IDS., such pull or push effort being applied at right angles to hinged doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased but shall not to exceed 15 Ibs. when specifically approved by fire marshal. All closers shall be adjusted to operate with the minimum amount of opening force and still close and latch the door. Door shall take at least 3 seconds to move from an open position of 70 degrees to a point of 3 inches from the latch jamb. Reference CBC Sections 1133B.2.1, 1133B.2.5, 1133B2.5.1 & 1003.3.1.8. 7. Provide sex-bolted or through bolt mounting for all door closers. F. Door Stops: 1. Unless otherwise noted in Hardware Sets, provide wall type with appropriate fasteners. Where wall type cannot be used, provide floor type. If neither can be used, provide overhead type. 2. Do not install floor stops more than four (4) inches from the face of the wall or partition (Title 24, 1133B.8.6). 3. Overhead stops shall be made of stainless steel and non-plastic mechanisms and finished metal end caps. Field-changeable hold-open, friction and stop-only functions. G. Flush Bolts & Dust Proof Strikes: Automatic Flush Bolts shall be of the low operating force design. Utilize the top bolt only model for interior doors where applicable and as permitted by testing procedures. 1. Manual flush bolts only permitted on storage or mechanical openings as scheduled. 2. Provide dust proof strikes at openings using bottom bolts. H. Door Stops: 4. Unless otherwise noted in Hardware Sets, provide wall type with appropriate fasteners. Where wall type cannot be used, provide floor type. If neither can be used, provide overhead type. 5. Do not install floor stops more than four (4) inches from the face of the wall or partition (CBC Section 1133B.8.6). 6. Overhead stops shall be made of stainless steel and non-plastic mechanisms and finished metal end caps. Field-changeable hold-open, friction and stop-only functions. I. Protection Plates: Fabricate either kick, armor, or mop plates with four beveled edges. Provide kick plates 10" high and 2" LDW. Sizes of armor and mop plates shall be listed in the Hardware Schedule. Furnish with machine or wood screws of bronze or stainless to match other hardware. J. Thresholds: As Scheduled and per details. 1. Thresholds shall not exceed 1/2" in height, with a beveled surface of 1:2 maximum slope. 2. Set thresholds in a full bed of butyl-rubber or polyisobutylene mastic sealant complying with requirements in Division 7 "Thermal and Moisture Protection". 3. Use 1/4" fasteners, red-head flat-head sleeve anchors (SS/FHSL). 4. Thresholds shall comply with CBC Section 1133B.2.4.1. K. Seals: Provide silicone gasket at all rated and exterior doors. ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-7 Corporate Headquarters T.I. 1. Fire-rated Doors, Resilient Seals: UL10C Classified, Category "J" listed seals complying with NFPA 80 & NFPA 252 Standards. Coordinate with selected door manufacturers' and selected frame manufacturers' requirements. 2. Fire-rated Doors, Intumescent Seals: Furnished by selected door manufacturer. Category "G" furnish fire-labeled opening assembly complete and in full compliance with NFPA 252. Where required, intumescent seals vary in requirement by door type and door manufacture — careful coordination required. 3. Smoke & Draft Control Doors, Provide Category "H" listed seals complying with NFPA or UL 1784 105 for use on "S" labeled Positive Pressure door assemblies. L. Door Shoes & Door Top Caps: Provide door shoes at all exterior wood doors and top caps at all exterior out-swing doors. M. Silencers: Furnish silencers for interior hollow metal frames, 3 for single doors, 2 for pairs of doors. Omit where sound or light seals occurs, or for fire-resistive-rated door assemblies. 2.03 KEYING A. Furnish a Proprietary Schlage masterkey system as directed by the owner or architect. Key system to be designated and combinated by the Schlage Master Key Department even if pinned by the Authorized Key Center, Authorized Security Center or a local authorized commercial dealer. B. A detailed keying schedule is to be prepared by the owner and/or architect in consultation with a representative of Ingersoll Rand Security Consultants or an Authorized Key Center or Authorized Security Center. Each keyed cylinder on every keyed lock is to be listed separately showing the door #, key group (in BHMA terminology), cylinder type, finish and location on the door. C. Establish a new masterkey system for this project as directed by the keying schedule. D. Furnish all cylinders in the Schlage conventional style except the exit device and removable mullion cylinders which will be supplied in Schlage Full Size Interchangable Core (FSIC). Pack change keys independently (PKI). E. Furnish Patent Protected Schlage keys and cylinders on all locks. F. Furnish construction keying for doors requiring locking during construction. 1. For "Split Key" Construction Cylinders (non-IC cylinders) specify "CK" for each keyed cylinder. 2. Provide ten Construction Keys (48-104 "Classic", 48-008 "Everest") 3. Provide two Extractor Tools (35-057) G. Furnish mechanical keys as follows: 1. Furnish 2 cut change keys for each different change key code. 2. Furnish 1 uncut key blank for each change key code. 3. Furnish 6 cut masterkeys for each different masterkey set. 4. Furnish 3 uncut key blanks for each masterkey set. 5. Furnish 2 cut control keys cut to the top masterkey for permanent I/C cylinders. 6. Furnish 1 cut control key cut to each SKD combination. H. Furnish Key System Management Software (SM01-287 Windows on CD) ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-8 Corporate Headquarters T.I. I. Furnish Keying Transcript (50-123 in SM form) to owner for loading into key system software. End-user to provide letter of authorization to hardware dealer to allow Schlage to e-mail transcript (bitting list) to the end-user. J. Furnish Schlage Padlocks and the cylinders to tie them into the masterkey system for gates, storage boxes, utility valve security, roof hatches and roll-up doors keyed as directed in the keying schedule. 1. Furnish KS43D2200 padlock for use with non-l/C Schlage cylinders. Furnish 47-413 (conventional) or 47-743-XP (PrimusXP) with above. 2. Furnish KS43G3200 padlock for use with FSIC Schlage cylinders. Furnish 23-030 (Classic / Everest) or 20-740 (PrimusXP) with above. 3. Furnish KS41D1200 padlock for use with SFIC Schlage cylinders. Furnish 80-037 (Everest-B) with above. K. Furnish one Schlage cabinet lock for each cabinet door or drawer so designated on the drawings or keying schedule to match the masterkey system. 1. Furnish CL1OOPB for use with non-||j Schlage cylinders. 2. Fusnish CL77R for use with FSIC Schlage cylinders. 3. Furnish CL721G for use with SFIC Schlage cylinders. 2.04 FINISHES A. Generally to be satin chrome US26D (626 on bronze and 652 on steel) unless otherwise noted. B. Furnish push plates, pull plates and kick or armor plates in satin stainless steel US32D (630) unless otherwise noted. C. Door closers shall be powder-coated to match other hardware, unless otherwise noted. D. Aluminum items to be finished anodized aluminum except thresholds which can be furnished as standard mill finish. 2.05 FASTENERS A. Screws for strikes, face plates and similar items shall be flat head, countersunk type, provide machine screws for metal and standard wood screws for wood. B. Screws for butt hinges shall be flathead, countersunk, full-thread type. C. Fastening of closer bases or closer shoes to doors shall be by means of sex bolts and spray painted to match closer finish. D. Provide expansion anchors for attaching hardware items to concrete or masonry. E. All exposed fasteners shall have a phillips head. F. Finish of exposed screws to match surface finish of hardware or other adjacent work. G. All Exit Devices and Lock Protectors shall be fastened to the door by the means of sex bolts or through bolts. ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-9 Corporate Headquarters T.I. PART 3 - EXECUTION 3.01 INSPECTION A. Verify that doors and frames are square and plumb and ready to receive work and dimensions are as instructed by the manufacturer. B. Beginning of installation means acceptance of existing conditions. 3.02 INSTALLATION A. Install hardware in accordance with manufacturer's instructions and requirements of DHL B. Use the templates provided by hardware item manufacturer. C. Mounting heights for hardware shall be as recommended by the Door and Hardware Institute. Operating hardware will to be located between 30" and 44" AFF. D. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. E. Drill and countersink units that are not factory-prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. F. Set thresholds for exterior doors in full bed of butyl-rubber sealant. G. If hand of door is changed during construction, make necessary changes in hardware at no additional cost. H. Hardware Installer shall coordinate with security contractor to route cable to connect electrified locks, panic hardware and fire exit hardware to power transfers or electric hinges at the time these items are installed so as to avoid disassembly and reinstallation of hardware. I. Hardware Installer shall also be present with the security contractor when the power is turned on for the testing of the electronic hardware applications. Installer shall make adjustments to solenoids, latches, vertical rods and closers to insure proper and secure operation. J. All wiring for electro-mechanical hardware mounted on the door shall be connected through the power transfer and terminated in the interface junction box specified for in the Electrical Section. K. Conductors shall be minimum 18 gage stranded, multicolored. A minimum 12 in. loop of conductors shall be coiled in the interface junction box. Each conductor shall be permanently marked with its function. L. If a power supply is specified in the hardware sets, all conductors shall be terminated in the power supply. Make all connections required for proper operation between the power supply and the electro-mechanical hardware. Provide the proper size conductors as specified in the manufacturer's technical documentation. 3.03 ADJUST AND CLEAN A. Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Replace units which cannot be adjusted to operate freely and smoothly as intended for the application made. ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-10 Corporate Headquarters T.I. B. Clean adjacent surface soiled by hardware installation. C. Final Adjustment: Wherever hardware installation is made more than one month prior to acceptance or occupancy of a space or area, return to the work during the week prior to acceptance or occupancy, and make final check and adjustment of all hardware items in such space or area. Clean operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. D. Instruct Owner's Personnel in proper adjustment and maintenance of hardware finishes, during the final adjustment of hardware. E. Continued Maintenance Service: Approximately six months after the completion of the project, the Contractor accompanied by the Architectural Hardware Consultant, shall return to the project and re-adjust every item of hardware to restore proper functions of doors and hardware. Consult with and instruct Owner's personnel in recommended additions to the maintenance procedures. Replace hardware items which have deteriorated or failed due to faulty design, materials or installation of hardware units. Prepare a written report of current and predictable problems (of substantial nature) in the performance of the hardware. F. Fire-Rated Door Assembly Testing: Upon completion of the installation, all fire door assemblies shall be inspected to confirm proper operation of the closing device and latching device and that only the manufacturer's furnished fasteners are used for installation and that it meets all criteria of a fire door assembly per NFPA 80 2007 Edition. A written record shall be maintained and transmitted to the Owner to be made available to the Authority Having Jurisdiction (AHJ). The inspection of the swinging fire doors shall be performed by individuals with knowledge and understanding of the operating components of the type of door being subjected to testing. The record shall list each fire door assembly throughout the project and include each door number, an itemized list of hardware set components at each door opening, and each door location in the facility. 3.04 HARDWARE LOCATIONS A. Conform to CCR, Title 24, Part 2, and ADAAG for positioning requirements for the disabled. 3.05 FIELD QUALITY CONTROL A. Architectural Hardware Consultant (AHC) to inspect installation and certify that hardware and it's installation have been furnished and installed in accordance with manufacturer's instructions and as specified herein. 3.06 SCHEDULE A. The items listed in the following schedule shall conform to the requirements of the foregoing specifications. B. The Door Schedule on the Drawings indicates which hardware set is used with each door. ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-11 Corporate Headquarters T.I. Manufacturers Abbreviations (Mfr.) BLU = Blumcraft Exit Devices DRM = Dorma Floor Closers GLY = Glynn-Johnson Corporation Overhead Door Stops IVE = Ives Hinges, Bolts, Coordinators, Dust Proof Strikes, Push / Pull & Kick Plates, Coat Hooks & Door Stops & Silencers LCN = LCN Door Closers NGP = National Guard Thresholds, Gasketing, Weather-stripping & Astragals SCH = Schlage Lock Company Locks, Latches & Cylinders VON = Von Duprin Exit Devices & Power Supplies SPECWORKS # 99790 HARDWARE GROUP: 01 3 Ea Hinge 5BB1 4.5 X 4.5 652 IVE 1 Ea Electric Hinge 5BB1 4.5 X 4.5 TW8 652 IVE 1 Ea Electric Lock L9080PEU (RX) 17A 630 SCH 1 Ea Surface Closer 4041 (USE EDA ARM @ OUT-SWING DOORS) 689 LCN 1 Ea Kick Plate 840010" X 2" LOW 630 IVE 1 Ea Dome Stop FS436 626 IVE CARD READER, DOOR CONTACT & WIRING FURNISHED BY ACCESS CONTROL SUPPLIER HARDWARE GROUP: 02 3 Ea Hinge 5BB1 4.5 X 4.5 652 IVE 1 Ea Electric Hinge 5BB1 4.5 X 4.5 TW8 652 IVE 1 Ea Electric Lock L9080PEU (RX) 17A 630 SCH 1 Ea Surface Closer 4041 (USE EDA ARM @ OUT-SWING DOORS) 689 LCN 1 Ea Kick Plate 840010" X 2" LOW 630 IVE 1 Ea Dome Stop FS436 626 IVE 1 Set Seals 5050C CHA NGP CARD READER, DOOR CONTACT & WIRING FURNISHED BY ACCESS CONTROL SUPPLIER HARDWARE GROUP: 03 4 Ea Hinge 5BB1 4.5 X 4.5 652 IVE 1 Ea Privacy Lock L9496P17A L583-363 630 SCH 1 Ea Surface Closer 4041 DEL 689 LCN 2 Ea Kick Plate 840010" X 2" LOW 630 IVE 1 Ea Wall Stop WS407CVX 630 IVE HARDWARE GROUP: 04 4 Ea Hinge 5BB1 4.5 X 4.5 652 IVE 1 Ea Classroom Lock L9070P17A 630 SCH 1 Ea Dome Stop FS436 626 IVE ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-12 Corporate Headquarters T.I. HARDWARE GROUP: 05 8 Ea Hinge 1 Ea Auto Flush Bolt 1 Ea Classroom Lock 1 Ea Coordinator 2 Ea Mounting Bracket 1 Ea Astragal 2 Ea Surface Closer 2 Ea Kick Plate 2 Ea Dome Stop 1 Set Seals 2 Ea Door Bottom 5BB1HW 4.5X4.5 FB41T L9070P17A CORXFL MB1/2 158SA 4041 EDA 840010"X2"LDW FS436 5050C 225S 652 630 630 628 600 628 689 630 626 CHA AL IVE IVE SCH IVE IVE NGP LCN IVE IVE NGP NGP HARDWARE GROUP: 06 4 Ea Hinge 1 Ea Office Lock 1 Ea Wall Stop 5BB1 4.5X4.5 L9056P17AL583-363 WS407CVX 652 IVE 630 SCH 630 IVE HARDWARE GROUP: 07 8 Ea Hinge 1 Ea Const Latching Bolt 1 Ea Classroom Lock 1 Ea Astragal 2 Ea Dome Stop 5BB1 4.5X4.5 FB61T L9070P17A 158SA FS436 652 IVE 630 IVE 630 SCH 628 NGP 626 IVE HARDWARE GROUP: 08 4 Ea Hinge 1 Ea Storeroom Lock 1 Ea Surface Closer 1 Ea Kick Plate 1 Ea Dome Stop 5BB1 4.5X4.5 L9080P17A 4041 (USE EDA ARM 840010"X2"LDW FS436 i OUT-SWING DOORS) 652 IVE 630 SCH 689 LCN 630 IVE 626 IVE HARDWARE GROUP: 09 HARDWARE GROUP: 10 ALL HARDWARE BY DOOR MANUFACTURER ALL HARDWARE BY DOOR MANUFACTURER ISIS Pharmaceuticals, Inc Corporate Headquarters T.I. Finish Hardware Section 08 71 00-13 HARDWARE GROUP: 11 4 Ea Hinge 1 Ea Classroom Lock 1 Ea Surface Closer 1 Ea Kick Plate 1 Ea Dome Stop 5BB1HW 4.5X4.5 652 IVE L9070P17A 630 SCH 4041 (USE EDA ARM @ OUT-SWING DOORS) 689 LCN 840010"X2"LDW 630 IVE FS436 626 IVE HARDWARE GROUP: 12 4 Ea Hinge 1 Ea Classroom Lock 1 Ea Surface Closer 1 Ea Kick Plate 1 Ea Wall Stop 1 Set Seals 5BB1HW 4.5X4.5 L9070P17A 4041 EDA 840010"X2"LDW WS407CVX 5050C 652 IVE 630 SCH 689 LCN 630 IVE 630 IVE CHA NGP HARDWARE GROUP: 13 Hinge Auto Flush Bolt Dust Proof Strike Classroom Lock Coordinator Mounting Bracket Astragal Surface Closer Kick Plate Dome Stop Seals Door Bottom 8 1 1 1 1 2 1 2 2 2 1 2 Ea Set Ea Ea Ea Ea Ea Ea Ea Ea Set Ea 5BB1HW 4.5X4.5 FB41P DP2 L9070P17A COR X FL MB1/2 158SA 4041 EDA 840010"X2"LDW FS436 5050C 220SA 652 630 626 630 628 600 628 689 630 626 CHA 628 IVE IVE IVE SCH IVE IVE NGP LCN IVE IVE NGP NGP HARDWARE GROUP: 14 4 Ea Hinge 1 Ea Classroom Lock 1 Ea Surface Closer 1 Ea Kick Plate 1 Ea Wall Stop & Holder 5BB1 4.5X4.5 L9070P17A 4041 840010"X2"LDW WS45 652 IVE 630 SCH 689 LCN 630 IVE 626 IVE HARDWARE GROUP: 15 8 Ea Hinge 1 Ea Auto Flush Bolt 1 Ea Classroom Lock 1 Ea Coordinator 2 Ea Mounting Bracket 1 Ea Astragal 2 Ea Surface Closer 2 Ea Kick Plate ISIS Pharmaceuticals, Inc Corporate Headquarters T.I. 5BB1HW4.5X4.5NRP FB31T L9070P17A COR X FL MB1/2 139SP (OR BY HM DOOR MFR) 4041 SHCUSH 840010"X2"LDW Finish Hardware 630 630 630 628 600 600 689 630 IVE IVE SCH IVE IVE NGP LCN IVE Section 08 71 00-14 HARDWARE GROUP: 16 4 Ea Hinge 1 Ea Fire Exit Hardware 1 Ea Mortise Cylinder 1 Ea Surface Closer 1 Ea Kick Plate 1 Ea Wall Stop 1 Set Seals 5BB1HW4.5X4.5NRP 9875L-F996L-17 20-001 1-1/4" 4041 EDA 840010"X2"LDW WS407CVX 5050C 652 IVE 626 VON 626 SCH 689 LCN 630 IVE 630 IVE CHA NGP HARDWARE GROUP: 17 8 Ea Hinge 1 Ea Panic Hardware 1 Ea Panic Hardware 1 Ea Rim Cylinder 1 Set Split Astragal 2 Ea Surface Closer 2 Ea Kick Plate 2 Ea Dome Stop 5BB1HW 4.5X4.5 9847EO-LBR 9847L-LBR996L-17 20-057 115NA/2 4041 EDA 840010"X2"LDW FS436 652 IVE 626 VON 626 VON 626 SCH 628 NGP 689 LCN 630 IVE 626 IVE HARDWARE GROUP: 18 4 Ea Hinge 1 Ea Classroom Lock 1 Ea Surface Closer 1 Ea Kick Plate 1 Ea Wall Stop & Holder 5BB1HW 4.5X4.5 L9070P17A 4041 840010"X2"LDW WS45 652 IVE 630 SCH 689 LCN 630 IVE 626 IVE HARDWARE GROUP: 19 4 Ea Hinge 1 Ea Classroom Lock 1 Ea Kick Plate 1 Ea Wall Stop 5BB1HW 4.5X4.5 L9070P17A 840010"X2"LDW WS407CVX 652 IVE 630 SCH 630 IVE 630 IVE HARDWARE GROUP: 20 4 Ea Hinge 1 Ea Classroom Lock 1 Ea Surface Closer 1 Ea Dome Stop 5BB1 4.5X4.5 L9070P17A 4041 EDA FS436 652 IVE 630 SCH 689 LCN 626 IVE ISIS Pharmaceuticals, Inc Corporate Headquarters T.I. Finish Hardware Section 08 71 00-15 HARDWARE GROUP: 21 4 Ea Hinge 1 Ea Classroom Lock 1 Ea Surface Closer 2 Ea Kick Plate 1 Ea Dome Stop 5BB1 4.5 X 4.5 L9070P17A 4041 DEL (USE EDA ARM 840010"X2"LDW FS436 652 IVE 630 SCH ! OUT-SWING DRS) 689 LCN 630 IVE 626 IVE HARDWARE GROUP: 22 4 Ea Hinge 1 Ea Storeroom Lock 1 Ea Wall Stop 5BB1 4.5X4.5 L9080P17A WS407CVX 652 IVE 630 SCH 630 IVE HARDWARE GROUP: 23 3 Ea Hinge 1 Ea Push Plate 1 Ea Pull Plate 1 Ea Surface Closer 2 Ea Kick Plate 1 Ea Wall Stop 5BB1 4.5X4.5 8200 6" X 16" 8302-8 4" X 16" 4041 DEL EDA 840010"X2"LDW WS407CVX 630 630 630 689 630 630 IVE IVE IVE LCN IVE IVE HARDWARE GROUP: 24 8 Ea Hinge 1 Ea Const Latching Bolt 1 Ea Storeroom Lock 1 Ea Astragal 2 Ea Wall Stop 5BB1 4.5X4.5 FB61T L9080P17A 158SA WS407CVX 630 IVE 630 IVE 630 SCH 628 NGP 630 IVE HARDWARE GROUP: 25 8 Ea Hinge 2 Ea Panic Hardware 1 Ea Astragal 2 Ea Surface Closer 2 Ea Magnetic Hold-Open 5BB1HW 4.5X4.5 9447EO-LBR 139SP (OR BY HM DOOR MFR) 4000T X ST-2967 SEM 7850 652 IVE 626 VON 600 NGP 689 LCN 685 LCN ISIS Pharmaceuticals, Inc Corporate Headquarters T.I. Finish Hardware Section 08 71 00-16 HARDWARE GROUP: 26 8 1 1 1 2 1 1 1 2 2 Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Hinge Const Latching Bolt Storeroom Lock Coordinator Mounting Bracket Astragal Surface Closer Surface Closer Kick Plate Wall Stop HARDWARE GROUP: 27 8 Ea Hinge 1 Ea Auto Flush Bolt 1 Ea Storeroom Lock 1 Ea Coordinator 2 Ea Mounting Bracket 1 Ea Astragal 2 Ea Surface Closer 2 Ea Kick Plate 2 Ea Wall Stop HARDWARE GROUP: 28 8 Ea Hinge 1 Ea Auto Flush Bolt 1 Ea Classroom Lock 1 Ea Coordinator 2 Ea Mounting Bracket 1 Ea Astragal 2 Ea Surface Closer 2 Ea Kick Plate 2 Ea Wall Stop & Holder HARDWARE GROUP: 29 Hinge Electric Hinge Const Latching Bolt Electric Lock Coordinator Mounting Bracket Astragal Surface Closer Surface Closer Kick Plate Wall Stop 7 1 1 1 1 2 1 1 1 2 2 Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea 5BB1 4.5X4.5 FB51T18"TOPROD L9080P17A COR X FL MB1/2 139SP (OR BY HM DOOR MFR) 4031 EDA (1/6 LEAF) 4041 EDA (ACTIVE LEAF) 840010"X2"LDW WS407CVX 5BB1 4.5X4.5 FB31T L9080P17A COR X FL MB1/2 139SP (OR BY HM DOOR MFR) 4041 EDA 840010"X2"LDW WS407CVX 5BB1HW4.5X4.5NRP FB31T L9070P17A COR X FL MB1/2 139SP (OR BY HM DOOR MFR) 4041 EDA 840010"X2"LDW WS45 5BB1 4.5X4.5 5BB1 4.5 X 4.5 TW8 FB51T18"TOPROD L9080PEU(RX)17A COR X FL MB1/2 139SP (OR BY HM DOOR MFR) 4031 EDA (1/6 LEAF) 4041 EDA (ACTIVE LEAF) 840010"X2"LDW WS407CVX 652 630 630 628 600 600 689 689 630 630 652 630 630 628 600 600 689 630 630 630 630 630 628 600 600 689 630 626 652 652 630 630 628 600 600 689 689 630 630 IVE IVE SCH IVE IVE NGP LCN LCN IVE IVE IVE IVE SCH IVE IVE NGP LCN IVE IVE IVE IVE SCH IVE IVE NGP LCN IVE IVE IVE IVE IVE SCH IVE IVE NGP LCN LCN IVE IVE CARD READER, DOOR CONTACTS & WIRING FURNISHED BY ACCESS CONTROL SUPPLIER ISIS Pharmaceuticals, Inc Corporate Headquarters T.I. Finish Hardware Section 08 71 00-17 HARDWARE GROUP: 30 7 Ea Hinge 1 Ea Electric Hinge 1 Ea Auto Flush Bolt 1 Ea Electric Lock 1 Ea Coordinator 2 Ea Mounting Bracket 1 Ea Astragal 2 Ea Surface Closer 2 Ea Kick Plate 2 Ea Wall Stop CARD READER, DOOR CONTACTS HARDWARE GROUP: 31 7 Ea Hinge 1 Ea Electric Hinge 1 Set Const Latching Bolt 1 Ea Electric Lock 1 Ea Coordinator 1 Ea Astragal 1 Ea Surface Closer 1 Ea Surface Closer 2 Ea Kick Plate 2 Ea Wall Stop 1 Set Seals CARD READER, DOOR CONTACTS HARDWARE GROUP: 32 7 Ea Hinge 1 Ea Electric Hinge 1 Set Const Latching Bolt 1 Ea Electric Lock 1 Ea Coordinator 2 Ea Mounting Bracket 1 Ea Astragal 1 Ea Surface Closer 1 Ea Surface Closer 2 Ea Kick Plate 2 Ea Wall Stop 1 Set Seals 5BB1 4.5X4.5 5BB1 4.5 X 4.5 TW8 FB31T L9080PEU(RX)17A COR X FL MB1/2 139SP (OR BY HM DOOR MFR) 4041 EDA 840010"X2"LDW WS407CVX & WIRING FURNISHED BY ACCESS 5BB1 4.5X4.5 5BB1 4.5 X 4.5 TW8 FB5218"TOPROD L9080PEU(RX)17A COR X FL 139SP (OR BY HM DOOR MFR) 4031 REG (1/6 LEAF) 4041 (3/0 LEAF) 840010"X2"LDW WS407CVX 5050C & WIRING FURNISHED BY ACCESS 5BB1 4.5X4.5 5BB1 4.5 X 4.5 TW8 FB5218"TOPROD L9080PEU(RX)17A COR X FL MB1/2 139SP (OR BY HM DOOR MFR) 4031 EDA (1/6 LEAF) 4041 EDA (ACTIVE LEAF) 840010"X2"LDW WS407CVX 5050C 652 IVE 652 IVE 630 IVE 630 SCH 628 IVE 600 IVE 600 NGP 689 LCN 630 IVE 630 IVE CONTROL SUPPLIER 652 IVE 652 IVE 630 IVE 630 SCH 628 IVE 600 NGP 689 LCN 689 LCN 630 IVE 630 IVE CHA NGP CONTROL SUPPLIER 652 IVE 652 IVE 630 IVE 630 SCH 628 IVE 600 IVE 600 NGP 689 LCN 689 LCN 630 IVE 630 IVE CHA NGP CARD READER, DOOR CONTACTS & WIRING FURNISHED BY ACCESS CONTROL SUPPLIER ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-18 Corporate Headquarters T.I. HARDWARE GROUP: 33 8 Ea Hinge 1 Ea Auto Flush Bolt 1 Ea Classroom Lock 1 Ea Coordinator 2 Ea Mounting Bracket 1 Ea Astragal 2 Ea Surface Closer 2 Ea Kick Plate 2 Ea Dome Stop 5BB1HW4.5X4.5NRP FB31T L9070P17A CORXFL MB1/2 139SP (OR BY HM DOOR MFR) 4041 EDA 840010"X2"LDW FS436 630 630 630 628 600 600 689 630 626 IVE IVE SCH IVE IVE NGP LCN IVE IVE HARDWARE GROUP: 34 8 Ea Hinge 1 Ea Auto Flush Bolt 1 Ea Classroom Lock 1 Ea Coordinator 1 Ea Astragal 2 Ea Surface Closer 2 Ea Kick Plate 2 Ea Dome Stop 1 Set Seals 5BB1HW 4.5X4.5 FB31T L9070P17A CORXFL 139SP (OR BY HM DOOR MFR) 4041 DEL 8400 10" X 2" LOW FS436 5050C 652 630 630 628 600 689 630 626 CHA IVE IVE SCH IVE NGP LCN IVE IVE NGP HARDWARE GROUP: 35 4 1 1 1 1 1 1 1 Ea Ea Ea Ea Set Set Ea Ea Hinge Privacy Lock Surface Closer Wall Stop Seals Seals Door Bottom Threshold 5BB1 4.5X4.5 L9496P17AL583-363 4041 DEL WS407CVX 110SA 5050C 320N 411 652 IVE 630 SCH 689 LCN 630 IVE 628 NGP CHA NGP AL NGP AL NGP HARDWARE GROUP: 36 4 Ea Hinge 1 Ea Panic Hardware 1 Ea Mortise Cylinder 1 Ea Surface Closer 1 Ea Kick Plate 1 Ea Dome Stop 1 Set Seals 1 Ea Door Bottom 1 Ea Threshold 5BB1HW4.5X4.5NRP 9875L996L-17 20-001 1-1/4" 4041 EDA 840010"X2"LDW FS436 5050C 320N 411 652 626 626 689 630 626 CHA AL AL IVE VON SCH LCN IVE IVE NGP NGP NGP ISIS Pharmaceuticals, Inc Corporate Headquarters T.I. Finish Hardware Section 08 71 00-19 HARDWARE GROUP: 37 2 Ea Floor Closer 2 Ea Panic Device 2 Ea Mortise Cylinder 2 Ea Dome Stop BTS-80 H-100-B 20-001 1-1/4" FS436 BALANCE OF HARDWARE BY DOOR MANUFACTURER 630 DRM 630 BLU 626 SCH 626 IVE HARDWARE GROUP: 38 8 Ea Hinge 1 Ea Auto Flush Bolt 1 Ea Storeroom Lock 1 Ea Coordinator 2 Ea Mounting Bracket 1 Ea Astragal 2 Ea Surface Closer 2 Ea Kick Plate 2 Ea Dome Stop 5BB1HW 4.5X4.5 FB41T L9080P17A COR X FL MB1/2 158SA 4041 EDA 840010"X2"LDW FS436 652 630 630 628 600 628 689 630 626 IVE IVE SCH IVE IVE NGP LCN IVE IVE HARDWARE GROUP: 39 8 Ea Hinge 1 Ea Auto Flush Bolt 1 Ea Classroom Lock 1 Ea Coordinator 1 Ea Astragal 2 Ea Surface Closer 2 Ea Kick Plate 2 Ea Dome Stop 1 Set Seals 2 Ea Door Bottom 5BB1HW 4.5X4.5 FB41T L9070P17A CORXFL 158SA 4041 840010"X2"LDW FS436 5050C 225S 652 630 630 628 628 689 630 626 CHA AL IVE IVE SCH IVE NGP LCN IVE IVE NGP NGP HARDWARE GROUP: 40 4 Ea Hinge 1 Ea Classroom Lock 1 Ea Surface Closer 1 Ea Kick Plate 1 Ea Dome Stop 1 Set Seals 1 Ea Door Bottom 5BB1 4.5X4.5 L9070P17A 4041 840010"X2"LDW FS436 5050C 225S 652 IVE 630 SCH 689 LCN 630 IVE 626 IVE CHA NGP AL NGP ISIS Pharmaceuticals, Inc Corporate Headquarters T.I. Finish Hardware Section 08 71 00-20 HARDWARE GROUP: 41 8 Ea Hinge 5BB1HW 4.5X4.5 652 IVE 1 Ea Auto Flush Bolt FB41T 630 IVE 1 Ea Classroom Lock L9070P17A 630 SCH 1 Ea Coordinator CORXFL 628 IVE 2 Ea Mounting Bracket MB1/2 600 IVE 1 Ea Astragal 158SA 628 NGP 2 Ea Surface Closer 4041 EDA 689 LCN 2 Ea Kick Plate 840010" X 2" LOW 630 IVE 2 Ea Dome Stop FS436 626 IVE HARDWARE GROUP: 42 4 Ea Hinge 5BB1HW 4.5X4.5 630 IVE 1 Ea Push/Pull Latch HL6-9010 630 GLY 1 Ea Surface Closer 4041 EDA 689 LCN 1 Ea Kick Plate 840010" X 2" LOW 630 IVE 1 Ea Wall Stop WS407CVX 630 IVE END OF SECTION ISIS Pharmaceuticals, Inc Finish Hardware Section 08 71 00-21 Corporate Headquarters T.I. K 111 ft Nof 8a | 1 Ul 111m u.uj gCO 5 I £ CO a8 a I 73•I to Q HIII 11g 3 <\ i U s jEjj2^9 4Bi¥cf "M ci oQ 3harmaceuticals Inc.tf) _w inSocoIs0. a 0U in/Follow-up1 < COQ. 0).a (A § n0)f£. D)Plan Check Comments - Shell Carlsbad Planning & Engineeriroz Ul i\ Ui V) tfi Ou. 1Ul 8 OUl o Q. Z I Ul OOo z 30. o0C!in c- LL a I to 1— 0Q CD m Parkina: Soaces Reauired ?? Additional Info Required. Bio. Industrial/R&D. 162.413 sofl) CO D) C D>£ 5 £ .. •? = .<= ~rf -o mr~ $ ~3 ® O flj ff\ T— U- CO «" ™ CO CC ^- CZ CO if} JJT "£^ — ^ 75 o N. Q_ 13 *- 3 i— f-~ i— —feet?. Warehouse: 1350 square feet. Residential Guest Spaces required n/a ShownAdditional Comments00s^ «f.5-«- u. 3f|c5|P»ggpssll « a jo ^ Jo g. 8 g U- CO .1 LL <9 = 3 ^wE^o3$<e°a>cnWcoo^coSS i | £ S .2 -5 S a !l S J= o>" 15 -i £ S iO •*" CO •§ .° ° O CD 0) 0) J= (D CO ,- <D Please clarify why the total square footage for "Research and Development" noted onapplication, 162,413 sq. ft. does not correspond with the square footage provided onbuilding plans for the shell building, 169,488 sq. ft. In addition, these numbers do not mSheet G-003 of the Tl plans. All of these numbers need to match so that parking caraccurately assessed and there is consistency in the future if research is needed to be donY— Oo l~-resubmittedT3c CO T3COCO > CDa: CDao-o </> •- CO >•a -n >Please revise Sheet A-000 to reflect the revised parking pursuant to the approved graplan (I.e. re-striping of spaces adjacent to western elevation resulted in one less stansapce.) Although Sheet A-000 is included just as a reference, it still needs to match whatapproved.CM ooC!in '-resubmitted•oc CO •aCDfO•=:CDCL 0O Please remove reference to the 60' setback line in all areas on Sheet A-000.CO | Ul 8 i Of UlUl | Ul ooT- co ? csf IR&DSFis16SFis1,350SF1 %« 3 •°.ic "5 m § CDQ D) T3 (n C D. For commercial/industrial buildings and tenant improvement projects, include: total builsquare footage with the square footage for each different use, existing sewer permitsshowing square footage of different uses (manufacturing, warehouse, office, etc), previouapproved. Show all existing use of SF and new proposed use of SF. Example: TenaImnrovement for 3500 SF of warehouse to 3500 SF of office. EXISTING PERMITNUMBER CB 100606 - 170.838 ShellCO Development Feesoo r—bulations shee£ CO£< 03 0O More Information needed: Need breakdown of Uses/Office/Lab/R&D^_•*~ So State Water Resources Control Board Division of Water Quality 10011 Street • Sacramento, California 95814 • 1-866-563-3107 Arnold SchwarzenesserLinda S. Adams Mailing Address: P.O. Box 1977 • Sacramento, California • 95812-1977 Arnom ocnwarzenegger Secretary for FAX (916) 341-5543 • http://wvw.waterboards.ca.gov Governor Environmental Protection April23,2010 : ISIS PHARMACEUTICALS Attn: GRANT BRYCE or Storm Water Coordinator 1896 RUTHERFORD RD CARLSBAD CA 92008-7326 Construction Project/Site: ISIS PHARMACEUTICALS CARLSBAD OAKS PARCE E GAZELLE CTW OF WHIPTAIL LOOP EAST CARLSBAD CA 92010 To GRANT BRYCE or Storm Water Coordinator: According to our records you are presently enrolled in the General Permit for Discharges of Storm Water Associated with Construction Activity, State Water Resources Control Board (State Water Board) Order No. 99-08-DWQ (existing CGP), and have an active waste discharge identification (WDID) number for the above- referenced site. Oh September 2, 2009, the State Water Board adopted Order 2009- 0009-DWQ (new CGP), which takes effect on July 1, 2010. On July 1, 201Q, the existing CGP will expire and no longer cease to exist. Accordingly, in .order for your construction site to comply with the requirements of the new CGP, you must take one of two actions: (1) If your construction activities are ongoing, you must recertify your Notice of Intent (NOI) under Order 2009-0009-DWQ; or (2) If construction is complete prior to July 1, 2010, you must file a Notice of Termination (NOT). Both actions are explained below. Recertification Process To obtain coverage under the new CGP, you must recertify your NOI. To recertify the NOIj you must register and access the State Water Board's Storm Water Multi- Application & Reporting System (SMARTS) and enter the WDID and Secret Code Number (SCN) provided below. As part of the Public Reporting Document (PRO) process you must also upload an electronic copy of the Storm Water Pollution Prevention Plan (SWPPP) onto SMARTS. To begin the SMARTS registration process, visit http://smarts.waterboards.ca.gov/ (see below for your scheduled registration dates): ";: WDIb:.9.37(^357619 ,.~ .-.. • -,;.'= -,:-,:'.: „., :,:SCN: CGMS7584 ' "' ..." , ':"".,'.'..: , '.'; '. California Environmental Protection Agency rf% Recycled Paper -2- The following chart identifies what date you are expected to register on SMARTS and submit your NOI or NOT. For example, if your WDID number begins with "5", you are expected to register any time between May 17 through May 22, 2010. To comply with the new CGP, all registration and submissions must be completed by midnight on June 30, 2010. WDID Number 2 4 5 8 9 1 3 6 7 Regional Water Board San Francisco Los Angeles Sacramento, Fresno, Redding Santa Ana San Diego Santa Rosa San Luis Obispo South Lake Tahoe/Victorville Palm Desert Enrollment Period May 3 -8, 2010 May 10 -15, 2010 May 17 -22, 2010 May 24 -29, 2010 May 30 -June 5, 2010 June 7 -12, 2010 Termination Process If construction activities are complete or will be completed prior to July 1, 2010, you must submit a Notice of Termination (NOT) to the applicable Regional Water Board. Download the NOT at http://www.waterboards.ca.gov/water issues/programs/stormwater/gen const.shtml Administrative Civil Liability Failure to submit an NOI or NOT by July 1, 2010 may subject you to penalties. You may become liable to pay up to $10,000 a day pursuant to California Water Code section 13385, and another penalty of a minimum of $1,000 pursuant to sections 13399.25-3399.43. If you discharge without permit coverage, you may have to pay additional penalty amounts of up to $10,000 day and $10 per gallon per day for any amount not cleaned up over 1,000 gallons (section 13385). The matter may be referred to the Attorney General or District Attorney for other civil and/or criminal liabilities (section 13385). If you have any questions please contact the Storm Water Help Desk at stormwater@.waterboards.ca.qov or 1 -866-563-3107. Thank You, Division of Water Quality Storm Water Section OSP 10118437 Linda S. Adams Secretary for Environmental Protection State Water Resources Control Board Division of Water Quality 10011 Street Sacramento, California 95814 (866) 563 3107 Mailing Address: P.O. Box 1977 Sacramento, California 95812-1977 FAX (916) 341-5543 Internet Address: http://www.waterboards.ca.gov Email Address: stonnwater@waterboards.ca,gov Arnold Schwarzenegger Governor Approved Date: 03/17/2010 Grant Bryce Isis Pharmaceuticals 1896 Rutherford Rd Carlsbad CA 92008 RECEIPT OF YOUR NOTICE OF INTENT (NOI) The State Water Resources Control Board (State Water Board) has received and processed your NOI to comply with the terms of the General Permit to Discharger Storm Water Associated with Construction Activity. Accordingly, you are required to comply with the permit requirements. The Waste Discharger Identification (WD1D) number is: 9 37C357619. Please use this number in any future communication regarding this permit. OWNER: DEVELOPER: SITE INFORMATION: TOTAL DISTURBED ACRES: START DATE: COMPLETION DATE: COUNTY: SITE DESCRIPTION Isis Pharmaceuticals Isis Pharmaceuticals Isis Pharmaceuticals Carlsbad Oaks Parcel A E Gazelle Ct W of Whiptail Loop East Carlsbad 12 06/01/2010 03/31/2011 San Diego When the Owner changes, a new NOI, site map, and fee must be submitted by the new Owner. As the previous owner, you are required to submit a Notice of Termination (NOT) to the local Regional Water Board stating you no longer own or operate the Site and coverage under the General Permit is not required. Unless notified, you will continue and are responsible to pay the annual fee invoiced each January. If you have any questions regarding permit requirements, please contact your Regional Water Board at 858-467-2952 . Please visit the storm water web site at http://www.waterboards.ca.gov/water_issues/programs/stormwater/ to obtain an NOT and other storm water related information and forms. Sincerely, Storm Water Section Division of Water Quality California Environmental Protection Agency State Water Resources Control Board Division of Water Quality 10011 Street • Sacramento, California 95814 • 1-866-563-3107 AmnW Linda S. Adams Mailing Address: P.O. Box 1977 • Sacramento, California • 95812-1977 AIUOIU Secretary for FAX (916) 341-5543 • http://www.waterboards.ca.gov Environmental Protection April 23, 2010 ISIS PHARMACEUTICALS Attn: GRANT BRYCE or Storm Water Coordinator 1896 RUTHERFORD RD CARLSBAD CA 92008-7326 Construction Project/Site: ISIS PHARMACEUTICALS CARLSBAD OAKS PARCE E GAZELLE CT W OF WHIPTAIL LOOP EAST CARLSBAD CA 92010 To GRANT BRYCE or Storm Water Coordinator: According to our records you are presently enrolled in the General Permit for Discharges of Storm Water Associated with Construction Activity, State Water Resources Control Board (State Water Board) Order No. 99-08-DWQ (existing CGP), and have ah active waste discharge identification (WDID) number for the above- referenced site. On September 2, 2009, the State Water Board adopted Order 2009- 0009-DWQ (new CGP), which takes effect on July 1, 201 p. On July 1, 201Q, the existing CGP will expire and no longer cease to exist. Accordingly, in order for your construction site to comply with the requirements of the new CGP, you must take one of two actions: (1) If your construction activities are ongoing, you must recertify your Notice of Intent (NO!) under Order 2009-0009-DWQ; or (2) If construction is complete prior to July 1, 2010, you must file a Notice of Termination (NOT). Both actions are explained below. Recertification Process To obtain coverage under the new CGP, you must recertify your NOI. To recertify the NOIj you must register and access the State Water Board's Storm Water Multi- Application & Reporting System (SMARTS) and enter the WDID and Secret Code Number (SCN) provided below. As part of the Public Reporting Document (PRD) process you must also upload an electronic copy of the Storm Water Pollution Prevention Plan (SWPPP) onto SMARTS. To begin the SMARTS registration process, visit http://smarts.waterboard8.ca.gov/ (see below for your scheduled registration dates): WDID:937C357619 ,.,. .... . U.= -,-,.,,'... ...... SCN; '' '' "' ""' ' ' California Environmental Protection Agency rfji Recycled Paper -2- The following chart identifies what date you are expected to register on SMARTS and submit your NOI or NOT. For example, if your WDID number begins with "5", you are expected to register any time between May 17 through May 22, 2010. To comply with the new CGP, all registration and submissions must be completed by midnight on June 30,2010. WDID Number 2 4 5 8 9 1 3 6 7 Regional Water Board San Francisco Los Angeles Sacramento, Fresno, Redding Santa Ana San Diego Santa Rosa San Luis Obispo South Lake Tahoe/Victorville Palm Desert Enrollment Period May 3 -8, 2010 May 10 -15, 2010 May 17 -22, 2010 May 24 -29, 2010 May 30 -June 5, 2010 June 7 -12, 2010 Termination Process If construction activities are complete or will be completed prior to July 1, 2010, you must submit a Notice of Termination (NOT) to the applicable Regional Water Board. Download the NOT at http://www.waterboards.ca.gov/water issues/programs/stormwater/gen const.shtml Administrative Civil Liability Failure to submit an NOI or NOT by July 1, 2010 may subject you to penalties. You may become liable to pay up to $10,000 a day pursuant to California Water Code section 13385, and another penalty of a minimum of $1,000 pursuant to sections 13399.25-3399.43. If you discharge without permit coverage, you may have to pay additional penalty amounts of up to $10,000 day and $10 per gallon per day for any amount not cleaned up over 1,000 gallons (section 13385). The matter may be referred to the Attorney General or District Attorney for other civil and/or criminal liabilities (section 13385). If you have any questions please contact the Storm Water Help Desk at stormwater@.waterboards.ca.qov or 1 -866-563-3107. Thank You, Division of Water Quality Storm Water Section )OSP 10118437 Linda S. Adams Secretary for Environmental Protection State Water Resources Control Board Division.of Water Quality 10011 Street Sacramento, California 95814 (866) 563 3107 Mailing Address: P.O. Box 1977 Sacramento, California 95812-1977 FAX (916) 341-5543 Internet Address: http://www.waterboards.ca.gov Email Address: stormwater@waterboards.ca.gov Arnold Schwarzenegger Governor Approved Date: 03/17/2010 Grant Bryce Isis Pharmaceuticals 1896 Rutherford Rd Carlsbad CA 92008 RECEIPT OF YOUR NOTICE OF INTENT (NOI) The State Water Resources Control Board (State Water Board) has received and processed your NOI to comply with the terms of the General Permit to Discharger Storm Water Associated with Construction Activity. Accordingly, you are required to comply with the permit requirements. The Waste Discharger Identification (WDID) number is: 9 37C357619. Please use this number in any future communication regarding this permit. OWNER: DEVELOPER: SITE INFORMATION: TOTAL DISTURBED ACRES: START DATE: COMPLETION DATE: COUNTY: SITE DESCRIPTION Isis Pharmaceuticals Isis Pharmaceuticals Isis Pharmaceuticals Carlsbad Oaks Parcel A E Gazelle Ct W of Whiptail Loop East Carlsbad 12 06/01/2010 03/31/2011 San Diego When the Owner changes, a new NOI, site map, and fee must be submitted by the new Owner. As the previous owner, you are required to submit a Notice of Termination (NOT) to the local Regional Water Board stating you no longer own or operate the Site and coverage under the General Permit is not required. Unless notified, you will continue and are responsible to pay the annual fee invoiced each January. If you have any questions regarding permit requirements, please contact your Regional Water Board at 858-467-2952 . Please visit the storm water web site at http://www.waterboards.ca.gov/water_issues/programs/stormwater/ to obtain an NOT and other storm water related information and forms. Sincerely, Storm Water Section Division of Water Quality California Environmental Protection Agency LSLS PHARMACEUTICALS October 26,2010 Glen Adamek EsGil Corporation 9320 Chesapeake Drive, Suite 208 San Diego, CA 92123 Re: Isis Pharmaceuticals Project at 2855 Gazelle Court, Carlsbad, CA 92010 Dear Sir or Madam: The purpose of this letter is to provide an update of our progress with obtaining an industrial sewer discharge permit for our new building located at 2855 Gazelle Court, Carlsbad, CA 92010. A permit application was filed today for an industrial user discharge permit with the Encina Wastewater Authority. The permit is currently under review and assigned to Celeste Biles, Industrial Waste Control Inspector, (760) 268-8868. Isis Pharmaceuticals operates under a sewer discharge permit for its current facilities at 1890/1891/1896 Rutherford Road, Carlsbad, CA 92008, We do not anticipate any changes in our research operations or discharge activities at the new building. Sewer discharge activities will be limited to non-hazardous wastes and not require the use of any pretreatment systems. All hazardous wastes will be managed on site and secured for transfer to a licensed disposal facility. A detailed plan for preventing discharge of chemicals to the sewer and storm drains is included in the application. Please contact me at (760) 603-2338 if you have any further questions or concerns. Craig Nusenow Director, Health, Safety & Environment Department Isis Pharmaceuticals, Inc. 1896 Rutherford Road Carlsbad, CA 92008 Office: 760-603-2338 Cell: 760-535-8145 PHARMACEUTICALS October 13, 2010 Mike Peterson City of Carlsbad Development Services 1635 Faraday Avenue Carlsbad, CA 92008-7314 Re: Isis Pharmaceuticals Building, 2855 Gazelle Court, Carlsbad Dear Mike, I am writing this letter to request a variance to the California Mechanical Code requirements referencing accessible duct cleanouts for the Class 5 exhaust systems proposed in our current project. Our operations require small quantities of acids to be used within chemical fume hoods for chemical synthesis procedures. Chemical synthesis activities are conducted within closed systems and typically involving volumes less than lOOmL. Environmental releases of acid gases are further minimized by controlled capture and neutralization through a basic liquid media per company safety procedures. Such safety procedures are reviewed initially with all scientists initially upon hire and annually thereafter. The rational for this variance is further detailed in the attached letter prepared by our engineering contractor, DEC Engineers, Inc. It is acknowledged that this letter is approved by ISIS and any modification to our processes and systems will require approval by the City. Should you have any questions our concerns with this request, please feel free to contact me. Sincerely, Craig D. Nusenow Director, Health, Safety & Environment Department Isis Pharmaceuticals, Inc. 1896 Rutherford Road Carlsbad, CA 92008 cnusenow(a),isisph. com 10/05/10 ncrCity of Carlsbad t N (! ( N e c Development Services 1635 Faraday Avenue Carlsbad, CA. 92008-7314 Tel 760-602-2721 Attn: Mike Peterson Re: Isis Pharmaceuticals Building, 2855 Gazelle Court - Exhaust Duct System Mr Peterson: The purpose of this letter is to request a variance in the installation requirements for the exhaust ductwork, particularly the requirement for accessible cleanouts, for the reference project. The 2007 California Mechanical Code (CMC) categorizes exhausts systems into five distinct classes. Classes 2, 3 and 4 exhaust systems as those that convey abrasive materials in varying degrees of abrasiveness. This project does not have any Class 2, 3 or 4 exhaust systems. Class 1 exhaust systems as those that convey nonabrasives such as fog, mist, smoke and non corrosive fumes and gases. Class 5 exhaust systems as those that convey corrosives such as acid vapors. The key installation requirement difference between Class 1 and Class 5 exhaust systems is the requirement for cleanouts. Class 5 systems are required to have accessible cleanouts in the ductwork at 10 foot intervals and at changes in directions. Class 1 systems are not required to have cleanouts. The exhaust system for this project is connected to fume hoods that house acids, but in very small quantities. Additionally, we have chosen duct material (304 stainless steel and PVC coated galvanized steel) that could withstand and not corrode under contact with acid vapors should they be present beyond the anticipated levels. We feel not having cleanouts within the ductwork will not pose a problem considering the minor anticipated acid vapors in conjunction with the robust exhaust duct material As such, we request the requirement to have cleanouts installed in the exhaust ductwork be waived. Please feel free to contact me directly should you have any further questions. Scott Johnson, PE Principal DEC Engineers, Inc. 858-578-3270 sjohnson@decengineers.com Engineers, inc. 7360 Carrol! Res, Suite 100, San Diego, CA 92121 858-578-3270 voice » 858-578-3273 -fax * www.decengineers.com ISIS FLOOR AREAS AREAS SQUARE FEET FIRST FLOOR GROSS FLOOR AREA 86734 R&D 21954 CONFERENCE Wing A - Large Conference Room (1710) 349 Wing A - Large Conference Room (1940) 290 Wing B - Large Conference Room (1190) 335 Wing B - Medium Conference Room (1576) 199 Wing B - Vendor Conference Room (1040) 184 Wing C - Medium Conference Room (1378) 197 TOTAL 1554 ASSEMBLY Wing A -Seminar Rooms (1600,1610,1620) 3073 Wing A - Lunch Room (1640) 1409 TOTAL 4482 OFFICES/Restrooms /ETC (Gross Floor Area-R&D-Conf-Assembly) 58744 SECOND FLOOR GROSS FLOOR AREA 84104 R&D 31480 CONFERENCE Wing A - Large Conference Room (2615) 310 Wing A - Large Conference Room (2645) 296 Wing A - Large Conference Room (2636) 291 Wing A - Executive Conference Room (2909) ' 411 Wing A - Executive Conference Room (2942) 179 Wing A - Executive Conference Room (2948) 211 Wing B - Medium Conference Room (2430) 227 Wing B - Medium Conference Room (2460) 227 Wing B - Large Conference Room (2557) 219 TOTAL 2371 ASSEMBLY Wing A - Board Room (2627) 741 OFFICES/Restrooms /ETC (Gross Floor Area-R&D-Conf-Assembly) 49512 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY HV* BP DATE Business Name Business Contact Telephone*\ Address Zip Code APNt Mailing Address City Slate Zip Cede-RanRte* Project Contact Telephone*r The following questions represent the facility's activities, NOT the specific project description. PARTI:!Mill use.r I: FIRE DEPARTMENT - HA2AI Will use. process, 0f store any of the i jurisdiclion prior to plan SubmiHal. 1. Explosive or Blasting Agents ^Compressed Gases <5> Rammabla'Combustibie Liquids /O Flammable Soiids ATERIALS PIVISiON: OCCUPANCY CLASSIFICATION: Indicate by cirding the item, whether your business azardous materials. If any of the items are circled, applicant must contact the Fire Protecfion Agency with © Organic Peroxides S>Oxidizers W Pyrophorics 8. Unstable Reactives > Water Reactives 5 Cryogenics > Highly Toxfe or Toixic Materials > Radioactives (0) Corrosives 14. Other Health Hazards 1B. None of These. PART II: SAN DI " DEPARTMENT OF ENVIRONIV1ENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the JOntact tha County of San Diego Hazardous Materials Division, 1255 Imperial Avenue. 3'° Door, San Diego, GA92t(J1, n CalARP Exempt 4. 5. 6. YE§ NO Q Is your business listed on the reverse side of this form? (check all that appiy). Ef O \NSt yqur business dispose of Hazardous Substances or Medical Waste in any amount? Of G- WM your business-store or handle Hazardous Subttanct-i in quanffiiftn fequal to or 55 gallons, 500 pounds, 200 oisic feet, or carcinogens/reproductive toxins in any quai Will your business use an existing or install an underground storage tenk? Wll your business store or handle Regulated Substances (CalARP)? ,, D Will your business use or install a Hazardous Waste Tank Systep (Title; Date Mais D CalARP Required ""Sate Initials Q CatARP Complete Date Initials PART HI: SAN i JNTY AIR POLLUTION DISTRieT; If the answer to any of the questions below Is yes, applicant must contact the Air Pollution Control District (APCO), 10124 Old Grova Road, San Diego, CA 92131-1649, telephone (858) 5S6-2600 prior to the issuance of a building or demolition peimtt. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to .consnencing demolition or renovation, except demolition or rsnovation of residential structures of four units or less. Contact the APC&fermore infonnatjon. 1. 3. 4. YES (U O MP that ern* Or are capable of emiffinf an air cpntamirtant? (See theof typical equipment requiring an APCD permit on the reverse sideAPCD factsheet at hlto:ffwww.sdaDcd,Ofo^nfo/fact3/pennits.odf. and the _, of this torn. Contact APCO if you have any questions).5f (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at mto^/uAvw.cde.ea.aov/re/sd/: or contact the uu, - -ill there be renovation that involves handling of any Enable asbestos materials, or disturbing any material thai contains non-friable asbestos? utf Will there ba demolition involving the removal of a load supporting structural member? Briefly describe business activities:Briefly rjescribe proposed project: I declare herein are true and correct. Name of ovmer or Authorized Agent Signature :orf5wner of Aulwfeed Agent Date PANCY CLASSIFICATION: BY:CiAfE: EXEMPT OR NO FURTHER INFORMATION REOU1B6D KIT NOtrOK OCCUpAtlCY 'FOR OCCUPANCY COUNTY-HMD APCQ APC0 APCD HM-9171 (04/07)County of San Diego - DF.H - Hazardous Materials Division Date Business Name Street Address Email Address, INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY /A/C. PLEASE CHECK HERE IF YQUR BUSINESS IS EXEMPT: (ON REVERSE SIDE- CHECKTYPE.OF BUSINESS) Check air below that are present at your facility: Acid Cleaning Assembly Automotive Repair Battery Manufacturing Biofuel Manufacturing Laboratory. v^u|kjSherriical Storage Gar Wash Chemical Manufacturing Chemical Purification Dry; Cleaning Electrical Component .Ink Manufacturing Laboratory Machining /Milling Manufacturing Membrane Manufacturing (i.e. water filter membranes) Metaj Casting:/ Forming Metal Fabrication Metal Finishing Electroplating Eiectroless plating Anodizing Nutritional Supplement/ Vitamin Manufacturing Painting / Finishing Paint Manufacturing Personal Care products Manufacturing Pesticide Manufacturing / Packaging Pharmaceutical Manufacturing (including precursors) Porcelain Enameling Power Generation Manufacturing Fertilizer Manufacturing Film/JK-ray Processing Food Processing Glass Manufacturing Industrial Laundry Coating (Le. phosphating) Chemieai Etching / Milling Printed Circuit Board Manufacturing Metal Powders Forming Print Shop vjfesearch and Development Rubber Manufacturing Semiconduetpr Manufacturing Soap / Detergent Manufacturing Waste Treatment / Storage SIC Code(s) (if known): Brief description of business activities (Production / Manufacturing Operations): Description of operations generating wast^water (discharged to sewer, hauled or evaporated)^ ' Estimated volume of industrial wastewater to be discharged (gal/day); List hazardous wastes generated (type/ volume): £fi4$$ ^1 £0i-i/£;fjT &&$/£>i4r (t& \s Date operation began/or will begin at this location: £ot*v&v7* Have you applied for a Wastewater Discharge Permit from the Endlna Wastevvater Authority? C?f|) No If yes, when: _ Site Contact Signature ENClNAWASTEWAfER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)4361-3941 FAX: (760) 476-9852 C STY OF f~AD| PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET 8-18 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Project Address: Permit No.: Information provided.below refers to wort? being done on the above mentioned permit only. This form must be completed and returned to the Building Department before the permit can be issued. Building Dept. Fax: (76O) 6O2-8558 Number of new or relocated fixtures, traps, or floor drains .7...... New building sewer line? Ves No _j^ Number of new roof drains? Install/alter water line? ^ Number of new water heaters? ™...^*L.?*—^ers ^ Number of new, relocated or replaced gas outlets? ^ Number of new hose bibs? ^4 Upgrade existing panel? Ves No From Amps to Amps Number of new panels or subpanels? *n>^ Single Phase Number of new amperes M/rs Three Phase Number of new amperes Three Phase 48O Number of new amperes Remodel (relocate existing outlets/switches or add outlets/switches)? Ves No Number of new furnaces, A/C, or heat pumps? .:.™.:.<r£ New or relocated duct work? Ves x No Number of new fireplaces? N Number of new exhaust fans? 30 Relocate/install vent? ^ Number of new exhaust hoods? 3 Number of newfboilers)>r compressors? .?. Number of HP 376 ^•"4-^^™!-*-**^ B-18 (1) These are hydronic NOT steam boilers. Page 1 of 1 Rev. 03/09 City of Carlsbad . , 1635 Faraday Av Carlsbad, CA 92008 05-24-2011 Plan Check Revision Permit No:PCR11054 Building Inspection Request Line (760) 602-2725 Job Address: 2855 GAZELLE CT CBAD Permit Type: PCR Status: ISSUED Parcel No: 2091201800 Lot#: 0 Applied: 05/06/2011 Valuation: $0.00 Construction Type: NEW Entered By: LSM Reference*: CB101045 Plan Approved: 05/24/2011 PC#: Issued: 05/24/2011 Project Title: ISIS(TI) - STRUCT FOOTINGS PAD Inspect Area: FOR Dl TANK/ADDED SMOKE FIRE DAMPERS/UPDATED Applicant: Owner: JESUS REYES CARLSBAD OAKS NORTH PARTNERS L P 455 W ASH ST 3575 KENYON ST SAN DIEGO 92101 SAN DIEGO CA 92110 6194176201 Plan Check Revision Fee $725.00 Fire Expedited Plan Review $0.00 Additional Fees $0.00 Total Fees: $725.00 Total Payments To Date: $725.00 Balance Due: $0.00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. x "CITY OF PLAN CHECK REVISION APPLICATION B-15 Oeye/opment Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. Project Address Contact \sgf g'S 4 I 1* TI.. Original Plan Check No. iQ "" I Date Email Contact Address Zip General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. I Elements revised: Plans PJ Calculations D Soils JZ Energy D Other Describe revisions in detail List page(s) where each revision is shown List revised sheets that rep/ace existing sheets O.T " \c, \ /\ 5 Does this revision, in any way, alter the exterior of the project? O Does this revision add ANY new floor area(s)? D Yes 7 Does this revision affect any fire related issues? 8 Is this a complete set? G Yes Yes No No 1635 Faraday Avendie, Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719 www.carlsbadca.gov Fax: 760-602-8558 EsGil Corporation In Partnership with government for (Building Safety DATE: MAY 10,2011 'JURIS., JURISDICTION: CARLSBAD a PLAN REVIEWER Q FILE PLAN CHECK NO.: 10-1045 (REV. # 1) - PCR 11-54 SET: I PROJECT ADDRESS: 2855 GAZELLE COURT PROJECT NAME: ISIS PHARMACEUTICALS BUILDING (T.I. PACKAGE) Xj The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor 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: DAVID KEITH C/0 DGA AIA 445 WEST ASH, SAN DIEGO, CA 92101 e-mail: dkeith@dga-sd.com /<] 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: DAVID Telephone #: 619-685-3990 Date contacted: (by: ) Fax #: 619-685-4077 Mail Telephone Fax In Person REMARKS: Pad footing for D.I. Tank with Smoke Fire Dampers and interior lighting update under this plan submittal. By: ALI SADRE Enclosures: EsGil Corporation D GA E] EJ D PC 5/2 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 CARLSBAD 10-1045 (REV. # 1) - PCR 11-54 MAY 10, 2011 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD 1)-PCR 11-54 PREPARED BY: ALI SADRE BUILDING ADDRESS: 2855 GAZELLE COURT BUILDING OCCUPANCY: B/A3/H3/S2 PLAN CHECK NO.: 10-1045 (REV. # DATE: MAY 10,2011 TYPE OF CONSTRUCTION: II-B/SPR. BUILDING PORTION D.I. Tank Found. Interior Lighting Update & SFD Addition Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Plan Check Fee by Ordinance Type of Review: I I Repetitive FeeRepeats D Complete Review D Other r-i Hourly EsGil Fee * Based on hourly rate Comments: $725.00 LJ $116.00 Structural Only Hrs. $580.00 Sheet 1 of 1 PLANNING APPROVALS PERMIT NUMBER: PCR 11-054 (CB 10-1045) DATE: May 17, 2011 ADDRESS: 2855 Gazelle Court (ISIS Pharmaceuticals) DESCRIPTION: Minor structural changes to approved Tl. PLANNER: Shannon Werneke DATE: 5/17/11 ENGINEER_ix^_ _ __ DATE _ H:\ADMIN\COUNTER/PLANNINC/ENCINEERINC APPROVALS Carlsbad Fire Department Plan Review Requirements Category: PCR , Date of Report: 05-10-2011 JESUS REYES Reviewed by: Name: Address: 455 W ASH ST SAN DIEGO 92101 Permit #: PCR11054 Job Name: ISIS(TI) - STRUCT FOOTING& PAD Job Address: 2855 GAZELLE CT CBAD ugvvvvvvvvvvvx/x/vvvvvvvvvvvvvvvvwvWwwwwwvvwwwxiSiSM^jfligAi^vvvvvvvvvvvvvvvvvvvvvvvvvvvwvyyYYYyVY YVV yjW>^vKrf^/MV/^v^\»\<\MiVft/to'Ky^^ wjtf^TSfVly vff ^^ srfv v vf w Y ywyjtfy vyvvvy v vj v yyyy yyiitl£uV'MvU(>AJ\4;<^^ vvvvvvvvvvvvvvv\/\/vvvvvvvvvvvvv\/VyVVVYVVVVVVYVV4^VVVVVVVVVYVVVVVVyyVVVVVVVVY ywwvwvwvwwwwwx/vwwwx/wwwwwwwvvwwwwwvv Conditions: Cond: CON0004602 [MET] •** CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 05/10/2011 By: GR Action: AP GSSI Structural Engineers Revision For The DI Tank in Mech Yard 9242B isis :y T! Carlsbad, CA 445 West Ash Street San Diego, CA 92101 Phone: 619-685-3990 Fax: 619-685-4077 ^GSSI Structural Engineers Project: ISIS Pharmaceuticals Tl Engr: OOG Sheet Project No. 9242B . Date: 4/28/2011. Overturning of the Mechanical Equipment Desian Parameters ap = SDS = IP = RP = z = h = z/h = 1.0 0.73 1.00 2.5 0 32 0.0 component ampflication factor spectral acceleration, short period importance factor Component response mod. factor ft. (ht. in structure of point of attachment), z=0 @ grade ft. (avg. roof ht.) Strength Design: .90 +1.0E Allow. Stress Design: .90 + 1.0E/1.4 SD or ASD? = Strength Design Fp = .4*ap*SDS.Wp*(1+2*z/h)/(Rp/lp), (13.3-1) Fp(max) = 1.6*SDS*lp*Wp, (13.3-2) Fp(min) = 0.3*SDS*lp*Wp, (13.3-3) Fv = .2*SDS*Wp, (12.4-4) Fp - Fp(max) = Fp(min) = 0.12 Wp 1.16 Wp 0.22 Wp 0.15 Wn OTM = Fp*unit height/2 RM = (.9-Fv)*Wt*unit width/2 Unit Dl Tank Size, feet width 7.5 length 7.5 height 12.0 Curb ht, in. 3 weight, Ibs 18,000 Fp 3,915 - - - - - - - Fv 2,610 - - - - - - - OTM ft-lbs 24,469 - - - - - - - RM ft-lbs 50,963 - - - - - - - Uplift, Ibs No uplift Seismic Tension and Compression at exterior legs = 3.4k (ult) if all load at one leg-Conservative GSSI Structural Engineers Title: Dsgnr: Project Desc.: Project Notes: Job# Printed: 28 APR 2011, 3:51PM Combined Footing USWMW-06Q09033! Description: Dl Tank General Information ; \\gssisbs\oompany\ProJeots\Doater-Giurnaii\ISlS Pharmaceuticals Tl - 924:2B\EtjgineeringK;a!cw1atte\is!s U.eo6 ENERCAIC, INC. 1983-2Q11, Calculations per ACI318-08, IBC 2009, CBC 2010, ASCE 7-05 Material Properties f c : Concrete 28 day strength fy:Rebar Yield EC : Concrete Elastic Modulus Concrete Density (j) : Phi Values Soil Information Flexure: Shear: 3 ksi 60 ksi 3122 ksi 145.0 pcf 0.9 0.75 Analysis/Design Settings Calculate footing weight as dead load ? Calculate Pedestal weight as dead load ? Min Steel % Bending Reinf (based on 'd') Win Allow %Temp Reinf (based on thick) Min. Overturning Safety Factor Min. Sliding Safety Factor Yes No 0.0014 0.0018 1.5:1 1.5:1 Allowable Soil Bearing Increase Bearing By Footing Weight 3.0 ksf No Soil Passive Sliding Resistance 250 pcf ('Uses entry for "Footing base depth below soil surface" for force) Coefficient of Soil/Concrete Friction 0.3 Dimensions & Reinforcing Soil Bearing Increase Footing base depth below soil surface ftIncreases based on footing Depth .... Allowable pressure increase per foot ksfwhen base of footing is below ft Increases based on footing Width...Allowable pressure increase per foot ksf when maximum length or width is greater than ft Maximum Allowed Bearing Pressure 10 ksf (A value of zero implies no limit) Adjusted Allowable Soil Bearing 3.0 ksf (Allowable Soil Bearing adjusted for footing weight anddepth & width increases as specified by user.) Distance Left of Column # 1 = Between Columns = 7.50 ft Distance Right of Column #2= 1_ft Total Footing Length = 9.50 ft Footing Width = 9.50 ft Footing Thickness = 12.0 in Rebar Center to Concrete Edge @ Top = Rebar Center to Concrete Edge @ Bottom = Applied Loads •_^= 1 ft Pedestal dimensions.. Sq. Dim. = Height = Col#1 Col #2 12 12in 2.0 in 3 in AsBars left of Col #1 Count Size# Actual Bottom Bars Top Bars Bars Btwn Cols Bottom Bars Top Bars Bars Right of Col #2 As Req'd 9.0 9.0 9.0 9.0 2.790 2.790 2.790 2.790 Bottom Bars Top Bars 9.0 9.0 2.790 2.790 2.462 inA2 2.462 inA2 O.OinA2 2.462 inA2 2.462 inA2 2.462 inA2 Applied @ Left Column Axial Load Downward Moment (+CCW) Shear (+X) Applied @ Right Column Axial Load Downward Moment (-tCCW) Shear (+X) Overburden Lr W 8.0 8.0 0.050 -3.40 3.40 k k-ft k k k-ft k GSSI ^GSSI Structural Engineers Title: Dsgnr: Project Desc.: Project Notes: Job* Printed: 28 APR 2011, 3:51PM Combined Footing Life # : KW-06Q09Q33 Description: Dl Tank : \\gssisbs\company\PrC5ects\Dowler-6tutnan\lSlS Pharmaceuticals Tl - 9242B£ngineertag\Calculations\i$i$ U.eo6 , ENERCAtC, INC. 1983-2011, Build:6.114.5, Vsr;6.11.4.5 : GSSI Engineers DESIGN SUMMARY Ratio Item Applied PASS 0.1783 Soil Bearing 0.5348 ksf PASS 4.851 Overturning 20.230 k-ft PASS No Sliding Sliding 0.0k PASS 8.333 Uplift 2.380k PASS 0.0430 1 -way Shear- Col #1 3.533 psi PASS 0.1193 1 -way Shear -Col #2 9.802 psi PASS 0.06661 2-way Punching - Col #1 10.945 psi PASS 0.06661 2-way Punching - Col #2 10.945 psi PASS .0000080 Flexure - Left of Col #1 - Top -0.001034 k-ft PASS 0.002128 Flexure - Left of Col #1 - Bottom 0.2328 k-ft PASS 0.1269 Flexure - Between Cols - Top -15.470 k-ft PASS No Bending Flexure - Between Cols - Bottom 0.0 k-ft PASS .0000080 Flexure -Right of Col #2 -Top -0.001034 k-ft PASS 0.003514 Flexure -Right of Col #2 -Bottom 0.3844 k-ft Soil Bearing ? Eccentricity Load Combination... Total Bearing from Ftg CL +D , 33.60k 0.000 in +1.102D40.70E+H 37.03k 0.482 in +1.077D+0.750Lr+0.750LtQ.5250E+H 36.17k 0.370 in +D-K1750L-K).750S-K).5250E+H 33.60 k 0.398 in -K).4978D4Q.70E+H 16.73 k 1.067 in Overturning Stability Moments about Left Edge Load Combination... Overturning Resisting D 0.00 0.00 0.6D+0.7E 2.38 115.99 Sliding Stability Load Combination... Sliding Force D 0.00 k .Q.6D+P7E „„ 0.00 k Footing Flexure - Maximum Values for Load Combination Distance Tensio Load Combination... Mu from left Side 0.6D+0.7E 0.000 0.000 0 +1.40D -0.001 0.032 Top +1.40D 0.000 0.063 Bottom +1.40D 0.004 0.095 Bottom +1.40D 0.010 0.127 Bottom +1.40D 0.018 0.158 Bottom +1.40D 0.029 0.190 Bottom +1.40D 0.042 0.222 Bottom +1.40D 0.058 0.253 Bottom +1.40D 0.076 0.285 Bottom +1.40D 0.096 0.317 Bottom +1.40D 0.119 0.348 Bottom +1.40D 0.144 0.380 Bottom +1.40D 0.171 0.412 Bottom +1.40D 0.201 0.443 Bottom +1.40D 0.233 0.475 Bottom +1.40D 0.267 0.507 Bottom +1.40D 0.296 0.538 Bottom +1.40D 0.316 0.570 Bottom +1.40D 0.327 0.602 Bottom +1.40D 0.330 0.633 Bottom ^^^^^^^^^^^^^^^^^^H Design OK |Capacity Governing Load Combination 3.0 ksf +1.102D-K).70E+H 98.136 k-ft 0.6D-K).7E 10.050k No Sliding 19.832 k 0.6D-KJ.7E 82.158 psi +1.40D 82.158 psi +1.20D+0.50L-K1.20S+E 164.32 psi +1.40D 164.32 psi +1.40D 121 .94 k-ft +1.40D 109.38 k-ft +1.40D 121.94 k-ft +1.40D 0.0 k-ft N/A 121 .94 k-ft +1.40D 109.38 k-ft +1.20D+0.50L+0.20S+E Actual Soil Bearing Stress Actual / Allow @ Left Edge @ Right Edge Allowable Ratio 0.37 ksf 0.37 ksf 3.00 ksf 0.124 0.29 ksf 0.53 ksf 3.00 ksf 0.178 0.31 ksf 0.49 ksf 3.00 ksf 0.165 0.28 ksf 0.47 ksf 3.00 ksf 0.155 0.06 ksf 0.31 ksf 3.00 ksf 0.103 k-ft Moments about Right Edge k-ft Ratio Overturning Resisting Ratio 999.000 0.00 0.00 999.000 48.734 20.23 98.14 4.851 Resisting Force Sliding SafetyRatio 10.05 k 999 6.03 k 999 n Governed AsReq'd by Actual As Phi*Mn Mu/PhiMn 0.000 0 0.000 0.000 0.000 2.462 Min. Percent 2.790 121.935 0.000 2.462 Min. Percent 2.790 109.380 0.000 2.462 Min. Percent 2.790 109.380 0.000 2.462 Min. Percent 2.790 109.380 0.000 2.462 Min. Percent 2.790 109.380 0.000 2.462 Min. Percent 2.790 109.380 0.000 2.462 Min. Percent 2.790 109.380 0.000 2.462 Min. Percent 2.790 109.380 0.001 2.462 Min. Percent 2.790 109.380 0.001 2.462 Min. Percent 2.790 109.380 0.001 2.462 Min. Percent 2.790 109.380 0.001 2.462 Min. Percent 2.790 109.380 0.001 2.462 Min. Percent 2.790 109.380 0.002 2.462 Min. Percent 2.790 109.380 0.002 2.462 Min. Percent 2.790 109.380 0.002 2.462 Min. Percent 2.790 109.380 0.002 2.462 Min. Percent 2.790 109.380 0.003 2.462 Min. Percent 2.790 109.380 0.003 2.462 Min. Percent 2.790 109.380 0.003 2.462 Min. Percent 2.790 109.380 0.003 ^GSSI Structural Engineers Combined Footing GSSI Title : Dsgnr: Project Desc.: Project Notes : Job# Printed: 28 APR 2011, 3:51PM : \\gsslsbs\coinpany\PrDjects\Dowl8r-eruraan\lSlS Pharmaceuticals Tl - 9242B\En9inswng\Calculaft>ns\isis ti,eo6 b ENERCALC. INC. 1983-2Q11, Build;6,11.4.5, V8r6.11 AS | ILic;#:KVra6009033 :: ' ; •• '•''•••9^. «' '•".'• .,...,..,.,.,., :«™i::' : ••"•'**" ••'• • : Licsnsig; GSSI Engineers Description : Dl Tank Footing Flexure • Maximum Values for Load Combination Load Combination... +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D Mu 0.323 0.308 0.284 0.252 0.210 0.160 0.101 0.033 -0.044 -0.129 -0.224 -0.327 -0.439 -0.559 -0.689 -0.827 -0.974 -1.130 -1.295 -1.468 -1.650 -1.841 -2.041 -2.250 -2.467 -2.694 -2.929 -3.170 -3.410 -3.648 -3.883 4.116 4.346 4.575 4.800 -5.024 -5.245 -5.464 -5.680 -5.894 -6.106 -6.315 -6.522 -6.726 -6.928 -7.128 -7.326 -7.521 -7.713 -7.904 -8.092 -8.277 -8.461 -8.641 -8.820 -8.996 -9.170 -9.341 -9.510 -9.677 -9.841 -10.003 -10.163 Distance from left 0.665 0.697 0.728 0.760 0.792 0.823 0.855 0.887 0.918 0.950 0.982 1.013 1.045 1.077 1.108 1.140 1.172 1.203 1.235 1.267 1.298 1.330 1.362 1.393 1.425 1.457 1.488 1.520 1.552 1.583 1.615 1.647 1.678 1.710 1.742 1.773 1.805 1.837 1.868 1.900 1.932 1.963 1.995 2.027 2.058 2.090 2.122 2.153 2.185 2.217 2.248 2.280 2.312 2.343 2.375 2.407 2.438 2.470 2.502 2.533 2.565 2.597 2.628 Tension Side Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top As Req'd 2.462 2.462 2.462 2.462 2,462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 Governed by Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Actual As 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 Phi*Mn 109.380 109.380 109.380 109.380 109.380 109.380 109.380 109.380 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 Mu / PhiMn 0.003 0.003 0.003 0.002 0.002 0.001 0.001 0.000 0.000 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.011 0.012 0.014 0.015 0.017 0.018 0.020 0.022 0.024 0.026 0.028 0.030 0.032 0.034 0.036 0.038 0.039 0.041 0.043 0.045 0.047 0.048 0.050 0.052 0.053 0.055 0.057 0.058 0.060 0.062 0.063 0.065 0.066 0.068 0.069 0.071 0.072 0.074 0.075 0.077 0.078 0.079 0.081 0.082 0.083 •^ , : . ; GSSI ^GSSI Title : Dsgnr: Project Desc.: Project Notes : Structural Engineers Combined Footing 1 Uc,i# : KW3D6009D33 : \\gssiabsteompany\Prajeots\Dowler-6ruman\ISlS Pharmaceuticals T[ - 9242B\Engin ENERCALC, INC. 1983-201' Job* Prints* 28 APR 2011, 3:51PM eering\CaJcuiations\isis tt.ec6 j| ,Biid:&1l4.S,Vflf:6.11.4.5 | :• '.,. -;•;- ;:••••*"• .^ .-: / : :; ,:. • ;y : ::<;,,& p Licensee i GSSI Engineers Description : Dl Tank Footing Flexure,- Maximum Values for Load Combination Load Combination... +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D Mu -10.320 -10.475 -10.628 -10.778 -10.926 -11.071 -11.214 -11.355 -11.493 -11.629 -11.763 -11.894 -12.023 -12.149 -12.273 -12.395 -12.514 -12.631 -12.746 -12.858 -12.968 -13.076 -13.181 -13.284 -13.385 -13.483 -13.578 -13.672 -13.763 -13.852 -13.938 -14.022 -14.103 -14.183 -14.259 -14.334 -14.406 -14.476 -14.543 -14.608 -14.671 -14.731 -14.789 -14.845 -14.898 -14.949 -14.997 -15.043 -15.087 -15.128 -15.167 -15.204 -15.238 -15.270 -15.300 -15.327 -15.352 -15.374 -15.394 -15.412 -15.427 -15.440 -15.451 Distance from left 2.660 2.692 2.723 2.755 2.787 2.818 2.850 2.882 2.913 2.945 2.977 3.008 3.040 3.072 3.103 3.135 3.167 3.198 3.230 3.262 3.293 3.325 3.357 3.388 3.420 3.452 3.483 3.515 3.547 3.578 3.610 3.642 3.673 3.705 3.737 3.768 3.800 3.832 3.863 3.895 3.927 3.958 3.990 4.022 4.053 4.085 4.117 4.148 4.180 4.212 4.243 4.275 4.307 4.338 4.370 4.402 4.433 4.465 4.497 4.528 4.560 4.592 4.623 Tension Side Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top As Req'd 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 Governed by Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Actual As 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 Phi*Mn 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121,935 Mu / PhiMn 0.085 0.086 0.087 0.088 0.090 0.091 0.092 0.093 0.094 0.095 0.096 0.098 0.099 0.100 0.101 0.102 0.103 0.104 0.105 0.105 0.106 0.107 0.108 0.109 0.110 0.111 0.111 0.112 0.113 0.114 0.114 0.115 0.116 0.116 0.117 0.118 0.118 0.119 0.119 0.120 0.120 0.121 0.121 0.122 0.122 0.123 0.123 0.123 0.124 0.124 0.124 0.125 0.125 0.125 0.125 0.126 0.126 0.126 0.126 0.126 0.127 0.127 0.127 E^GSSI Structural Engineers Title: Dsgnr: Project Desc.: Project Notes: Job* Printed: 28 APR 2011, 3:51PM Combined Footing Uc;#:KW-06009033 Description: Dl Tank Footing Flexure - Maximum Values for Load Combination : \\gssiste\company\Projects\Dowter-Sniman\ISlS Pharmaceuticals Tl - 9242B\engineenng\Calculaifcris\isis tteefi ENE8CALC, INC. 1983-2011,8*1:6.11.4.5, Ver;6.11.4,5 ^Licensee: 6SSI Engineers Load Combination... +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D+1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D Mu -15.459 -15.465 -15.469 -15.470 -15.469 -15.465 -15.459 -15.451 -15.440 -15.427 -15.412 -15.394 -15.374 -15.352 -15.327 -15.300 -15.270 -15.238 -15.204 -15.167 -15.128 -15.087 -15.043 -14.997 -14.949 -14.898 -14.845 -14.789 -14.731 -14.671 -14.608 -14.543 -14.476 -14.406 -14.334 -14.259 -14.183 -14.103 -14.022 -13.938 -13.852 -13.763 -13.672 -13.578 -13.483 -13.385 -13.284 -13.181 -13.076 -12.968 -12.858 -12.746 -12.631 -12.514 -12.395 -12.273 -12.149 -12.023 -11.894 -11.763 -11.629 -11.493 -11.355 Distance from left 4.655 4.687 4.718 4.750 4.782 4.813 4.845 4.877 4.908 4.940 4.972 5.003 5.035 5.067 5.098 5.130 5.162 5.193 5.225 5.257 5.288 5.320 5.352 5.383 5.415 5.447 5.478 5.510 5.542 5.573 5.605 5.637 5.668 5.700 5.732 5.763 5.795 5.827 5.858 5.890 5.922 5.953 5.985 6.017 6.048 6.080 6.112 6.143 6.175 6.207 6.238 6.270 6.302 6.333 6.365 6.397 6.428 6.460 6.492 6.523 6.555 6.587 6.618 Tension Side Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top As Req'd 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 Governed by Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Actual As 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 Phi*Mn 121.935 121935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 Mu / PhiMn 0.127 0.127 0.127 0.127 0.127 0.127 0.127 0.127 0.127 0.127 0.126 0.126 0.126 0.126 0.126 0.125 0.125 0.125 0.125 0.124 0.124 0.124 0.123 0.123 0.123 0.122 0.122 0.121 0.121 0.120 0.120 0.119 0.119 0.118 0.118 0.117 0.116 0.116 0.115 0.114 0.114 0.113 0.112 0.111 0.111 0.110 0.109 0.1080.107 0.106 0.105 0.105 0.104 0.103 0.102 0.101 0.100 0.099 0.098 0.096 0.095 0.094 0.093 *<;••' GSSI ^GSSI Structural Engineers Combined Footing 1 Lie, # : KVO60D9033 ! Title : Dsgnr: Project Desc.: Project Notes : Job# Prints* 28 APR 2011, 3:51PM : \\gsslsbs\company\ProJects\Dowter-6aina(i\lS]S Pharmaceuticals Tl • 9242B\Engin«ertng\Caloila«ons\isis U.ec6 b ENERCAIC, INC. 1983-2011. Buildfe1l4.5, Vflr:6.11.4.5 | ^yiyjSK-':^"' • '^MrTssv. :;;«T:::;. 3-;;, . ;,;; ' f •- ';•' Licensee • GSSI Engineers Description : Dl Tank Footing Flexure - Maximum Values for Load Combination Load Combination... +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +1.40D +0.90D+E+1.60H -KJ.90D+E+1.60H •KJ.90DH-E+1.60H +1.20D-K).50L-t0.20S+E Mu -11.214 -11.071 -10.926 -10.778 -10.628 -10.475 -10.320 -10.163 -10.003 -9.841 -9.677 -9.510 -9.341 -9.170 -8.996 -8.820 -8.641 -8.461 -8.277 -8.092 -7.904 -7.713 -7.521 -7.326 -7.128 -6.928 -6.726 -6.522 -6.315 -6.106 -5.894 -5.680 -5.464 -5.245 -5.024 4.800 4.575 4.346 4.116 -3.883 -3.648 -3.410 -3.170 -2.929 -2.694 -2.467 -2.250 -2.041 -1.841 -1.650 -1.468 -1.295 -1.130 -0.974 -0.827 -0.689 -0.559 -0.439 -0.327 0.222 0.287 0.343 0.399 Distance from left 6.650 6.682 6.713 6.745 6.777 6.808 6.840 6.872 6.903 6.935 6.967 6.998 7.030 7.062 7.093 7.125 7.157 7.188 7.220 7.252 7.283 7.315 7.347 7.378 7.410 7.442 7.473 7.505 7.537 7.568 7.600 7.632 7.663 7.695 7.727 7.758 7.790 7.822 7.853 7.885 7.917 7.948 7.980 8.012 8.043 8.075 8.107 8.138 8.170 8.202 8.233 8.265 8.297 8.328 8.360 8.392 8.423 8.455 8.487 8.518 8.550 8.582 8.613 Tension Side Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Top Bottom Bottom Bottom Bottom As Req'd 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 Governed by Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Actual As 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 Phi*Mn 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 121.935 109.380 109.380 109.380 109.380 Mu / PhiMn 0.092 0.091 0.090 0.088 0.087 0.086 0.085 0.083 0.082 0.081 0.079 0.078 0.077 0.075 0.074 0.072 0.071 0.069 0.068 0.066 0.065 0.063 0.062 0.060 0.058 0.057 0.055 0.053 0.052 0.050 0.048 0.047 0.045 0.043 0.041 0.039 0.038 0.036 0.034 0.032 0.030 0.028 0.026 0.024 0.022 0.020 0.018 0.017 0.015 0.014 0.012 0.011 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.003 0.003 0.004 E^GSSI Structural Engineers Title: Dsgnr: Project Desc.: Project Notes: Job* Printed: 28 APR 2011, 3:51PM Combined Footing Lie, #: KW-06009033 Description: Dl Tank Footing Flexure • Maximum Values for toad Combination ; \\gsslsbstompany\ProJeots\Dowter-Gfuman\ISlS Pharmaceuticals Tl • 9242B\£ngineering\Calcu1ations\is!s H.ec6 ENERCAiC, INC. 1983-2011, BuH:6.11.4,5, Ver;6,11.4.5 Licensee: GSSi Engineers Distance Tension Load Combination... +1.20D+0.50L-KJ.20S+E +1.20D+0.50L*0.20S+E +1.20D-K).50LK).20S+E +1.20D+0.50L+0.20S+E +1.20D+0.50L+0.20S+E +1.20D-K).50L-tQ.20S+E +1.20D-t0.50LK).20S+E +1.20rX).50L*0.20S+E +1.20D-tf.50LK).20S+E +1.20D+0.50L-K).20S+E +1.20D+0.50L-K).20S+E +1.20D-4.50L+Q.20S+E +1.20D-K).50L+Q.20S+E +1.20D+0.50L-K).20S+E +1.20D+0.50L+0.20S+E +1.20D-*0.50L-K).20S+E +1.20D-K).50L-K).20S+E +1.20D+0.50L-K).20S+E +1.20D+0.50L-KJ.20S+E +1.20D-K1.50L+0.20S+E +1.20D-t0.50L+0.20S+E +1.20D+0.50W}.20S+E +1.20D-K).50L+0.20S+E +1.20D-K).50L+0.20S+E +1.20D-t0.50L4Q.20S+E +1.20D-K).50L-K).20S+E +1.40D +1,400 One Way Shear Load Combination... +1.40D +1.20D+0.50L-KJ.20S+E -K5.90D+E+1.60H Mu from left Side 0.455 0.501 0.537 0.564 0.582 0.590 0.588 0.577 0.557 0.527 0.487 0.439 0.384 0.333 0.286 0.242 0.202 0.165 0.132 0.103 0.077 0.055 0.037 0.022 0.011 0.004 -0.001o.ooo 8.645 Bottom 8.677 Bottom 8.708 Bottom 8.740 Bottom 8.772 Bottom 8.803 Bottom 8.835 Bottom 8.867 Bottom 8.898 Bottom 8.930 Bottom 8.962 Bottom 8.993 Bottom 9.025 Bottom 9.057 Bottom 9.088 Bottom 9.120 Bottom 9.152 Bottom 9.183 Bottom 9.215 Bottom 9.247 Bottom 9.278 Bottom 9.310 Bottom 9.342 Bottom 9.373 Bottom 9.405 Bottom 9.437 Bottom 9.468 Top 9.500 0 As Req'd 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 2.462 0.000 Governed by Actual As Phi'Mn Mu/PhiMn Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent Min. Percent 0 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 2.790 0.000 109.380 0.004 109.380 0.005 109.380 0.005 109.380 0.005 109.380 0.005 109.380 0.005 109.380 0.005 109.380 0.005 109.380 0.005 109.380 0.005 109.380 0.004 109.380 0.004 109.380 0.004 109.380 0.003 109.380 0.003 109.380 0.002 109.380 0.002 109.380 0.002 109.380 0.001 109.380 0.001 109.380 0.001 109.380 0.001 109.380 0.000 109.380 0.000 109.380 0.000 109.380 0.000 121.935 0.000 0.000 0.000 Punching Shear > 4 PhiVn 82.16 psi 82.16 psi 82.16 psi vu @ Col #1 3.53 psi 2.67 psi 1.91 psi vu @ Col #2 4.89 psi 9.80 psi 8.75 psi PhiVn 164.32 psi 164.32 psi 164.32 psi vu @ Col #1 10.94 psi 6.05 psi 3.70psi vu @ Col #2 10.94 psi 4.99 psi 2.64 psi ] 55 <?isi!|5> en O;1£ r a DoneQLandUse:'N \GIBUIINGO Q