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HomeMy WebLinkAbout1890 RUTHERFORD RD; ; CB122479; PermitCity of Carlsbad 08-12-2013 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB122479 Building Inspection Request Line (760) 602-2725 Job Address: 1890 RUTHERFORD RD CBAD Permit Type: Tl ' Sub Type: INDUST Status: ISSUED Applied: 11/20/2012 Entered By: SKS Parcel No: 2121203500 Lot#: 0 Valuation: $1,702,657.00 Construction Type: 3B Occupancy Group: Reference# Plan Approved: 03/08/2013 Issued: 03/08/2013 Inspect Area PY Plan Check #: Project Title: GENOPTIX -45,869 SF Tl = 7,780 SF WAREHOUSE TO OFFICE// 34,394 SF OFF/LAB TO OFF/LAB// DEMO & CONSTRUCT NEW LABS, OFFICES, SELECT RESTROOMS, AND ENTRY WALKWAY/ACCESSIBLE PARKING. ALSO NEW MECHANICAL ENCLOSURE. Applicant: FERGUSON PAPE BALDWIN ARCHITECTS STE 300 4499 RUFFIN RD SAN DIEGO CA 92123 619-231-0751 Building Permit Add'I Building Permit Fee Plan Check Add'I Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Cori. Fee Green Bldg Stands (SB1473) i=ee Fire Expedidted Plan Review $5,472.72 $0.00 $3,830.90 ($129.86) $0.00 $357.56 $0.00 $0.00 $0:00 $0.00 $0.00 $0.00 $0.00 $0:00 $0.b0 $0.00 $0.00 $68.00 $2,950.00 Total Fees: $39,497.34 Total Payments To Date: Inspector: Owner: PDG CARLSBAD 47&48 LP 1825 GILLESPIE WAY #102 EL CAJON CA 92020 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PF.F (3105540) PFF (4305540) Licen~e Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee SewerFee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standargs Plan Chk roTAL PERMIT FEES $39,497.34 Balance Due: Clearance: $0.00 $0.00 $0.00 $0.00 $4,850.69 $0.00 $0.00 $0.00 $10,165.00 $0.00 $248.00 $1,231.00 $359.37 $0.00 $10,093.96 $0.00 $0.00 ?? ?? $39,497.34 $0.00 NOTICE: Please take NOTICE at approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exac;:tipns." 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. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-11-2013 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW120506 Job Address: Permit Type: 1890 RUTHERFORD RD CBAD SWPPP Status: Parcel No: 2121203500 Lot#: 0 Applied: Reference #: CB#: CB12479 Project Title: GENOPTIX OFFICE TENANT iMP. Applicant: FERGUSON PAPE BALDWIN ARCHITECTS STE 300 4499 RUFFIN RD SAN DIEGO CA 92123 619-231-0751 Emergency Contact: DARRYN KELLOGG 760-802-5075 SWPPP Plan Check SWPPP lrispections Additional Fees TOTAL PERMIT FEES Entered By: Issued: Inspect Area: Tier: Priority: Owner: PDG CARLSBAD 47&48-L P 1825 GILLESPIE WAY #102 EL CAJON CA 92020 ISSUED 11/20/2012 SKS 03/08/2013 1 M $51.00 $216.00 $0.00 $267.00 Total Fees: $267.00 Total Payments 'to Date:, $267.00 Balance Due: $0.00 ,ft • & Bulldlng Permit Appllcatlon 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/ 2718 / 2719 PlanCheckNo.C£> \ Z?_,lf'18~ ~ CITY OF Est. Value C5 L( ?, z:z._ "f-- CARLSBAD Fax 760-602-8558 www.carlsbadca.gov Plan Ck. Deposit 3 / O ( · OLf Date J ( ~ 11-SWPPP$W l JOBADDRESS 1890 Rutherford, Rd. Carlsbad, CA 92008 120 -~ - gr/PROJECT# LOT# PHASE# # BEDROOMS # BAlttROOMS CONSTR. lYPE OCC. GROUP 47 tf/A N/A NIA Genoptix Inc. 111-8 B,A3,Si . -~ ---DESCRIPTION OF WORK: IINllllde ..,_,. FNtot A""'1N AIN(•) ARCHITECTURAL: 1. DEMO OF EXISTING LABS, OFFICES, SELECT RESTROOMS, AND ENTRY WALKWAY/ACCESSIBLE PARKING. 2. C.ONSTRUCTION OF NEW LABS, ---~~~~~E AREAS, SELECT RESTROOMS, NEW ENTRY CANOPY, NEW MECJ:IAN~AL ~~LOSURE. AREA OF WOR~J74 SF: L]JJ>7>7 SF ~eli · to o-H,"cE. / \ 3t/-,39_f 1 0it O 7C41,f"'>(. LOE. EXISTINC,t USE PROPOSED USE OFFICE/1,.AB_ NO QI IANQE-- GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE N/A N/A . NIA YESO,: AIR CONDmONING FIRE SPRINKLERS Ne@ YES(Z]No0 YES(Z]NoD APPUCANTNAME (Prfm•r:, Contact) f p B ldw~ A h't ,.,_ APPUCANTNAME (Secondary Contact) Myke Sm1'th erguson ape a m re I e-u . · ADDRESS ADDRESS 4499 Ruffin Rd. Ste. 300 211 O Rutherford Rd. CITY $an Pieg9 STATE ZIP CITY STATE ZIP CA 92123 C_ar_l~bad CA 92008 PHONE FAX PHONE . FAX 619-231-0751 619-231-43.96. 760-268-6200 EMAIL EMAIL dboyd@fpbarch.com msmith@genoptix.com PROPERTY OWNER NAME Diversified Properties ADDRESS ADDRESS 1825 Gillespie Wav, Suite 102 . 5Dl.0. ~H LA~ CITY STATE ZIP El C_aion CA _ 92020 PHONE , FAX 619.258.2900 619.258.2909 EMAIL ARCH/DESIGN~ NAME & ADDRESS STATE UC.# (Sec. 7031.5 Business and Profesaiona Code: Arr, Ci!)' or CouQ!y which requires a ~rmit to construct, alter. improve, demolish,or repair any structure, (lrior to its issuance. also r~uires the aPP!icant for such permit to file a sillned statement tl\at he is lice..-1 pursuant to the p_roviaions of the Contractor's License Law {Chapter 9. commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exem_pt therefrom. and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). I hereby atrim that I am eX911¥'f from Calt1ac(Q-'s 1./cense l.Jlw forlhe bfowiig 181S011: 0 I,• owner of lie property or my~ will! Wlglll a lheir lOle ~-wil do llewcrk and lie RUChle is not intended or offered for sale (Sec. 7044, Busiless and Professions Code: The Contractor's License Law does not apply kl III ownerof propertyllho buildll or~ hnon. IIICl'llho doel such work hifl!d orlw'olVI his own employees, provided that such improYements are not intended or offered for sale. If, however;lle building or iqJnMnlent is 901d llilhil 0119 yearof coq,lellcn, lhe owner-wlderwl ,_ Ila Mien of proving that he did not build or improve for the pxpose of sale). D I, • owner of the property. am exduaiwely corncting will licned cmracb1 kl conl1ruct the project (Sec. 7044, 8u&iness and Professions Code: The Conlraclor's License Law does not apply to an owner of property who builds or impnMII lhenlon. and conndl for such projedl will c:onncb{1) liceneed pui**1I kl lhe Ccnnctlr's License Law). D I am exempttnler ~ . . · ~and ProfeslionaCodefortill99lll: 1.1 per10l1llly plan kl provide 1111 tnljor llbor IIICf r1*illl for COllllruclion of 1111 proposed property improYemenl [Jves Do 2.1 {MW (haYe not) signed III appliclliOrl fer I building penni fcrlle propoeed i,oik. 3.1 haYe conncted will 1111 ~ pllllCII (liln) lo provide lie propoeed C01RUC1icn (nclude iwne lldmess I phone I cootractors' license number): 4.1 plln to provide por1ioM of lie work, tu I have hinld lie~ person kl coonlinale. ~ lnl provide the majorwoc1( (include name I acttess / phone I conllllclors' ricense mlllber): 5.1 wl provide some of lie work, tu I have ainlradlld (hied) lie UawiV persom kl provide 1111 WOik indicaled fnclude name / acttess I phone I type of woc1(J: DAlE f, . , 1_s the applicant or fulll'e buikfrng oo:upant required to UJlllit a ~JIii:!. acutely hazardous mateflals regislration foon or risk management and prevention program under Sections 25505, 25533 or 25534 of the f'!iS!eY-Tanner Hazanlous SUbstance Accolllt Acri CZ) Yes LJNo Is the applicant or fuflre buikfrng oo:upant requi'ed to oblairi a permit tom the air poUon conRI dislrict or 8!,i!8lity management dislrict1 Dves · [Z) No Is Ille facility to be constructed wiff*11,000 feet of the outer boundary of a ~ lilll? Ores 1.LJNo . IF MY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DIJJRICT. . <3@&J~ij'(&(!)(3ij'0 I hereby affirm that there is a construction lending.agency for the performance of the woo: this permit is issued (Sec. 3097 (i) Civil Code). Lenders Name· Lender's Address i' ... , • ;1·;• ' C•!=t:-{fT l FJ CAT ION ; , . :: ~~;_ . I certil'ylllatl 11!11'8 readtl\eapplicatlon and _..1hatllle ablMl lnbmlllon IIOOffllCtand lltltthe lnbmallon onthe planlisaccurate.1 a,ee to complywlth all Cit)'Oldinanoesand State laws relal!nllto bulldlngconstruction. I herel7jautxxize represematiYe <11he Cly of Carlsbad ti era"°' 1he abo'r'e.tnriooed propertyilrilspedioo JlllPOli85. I ALSO AGREE TO $AVE. iNDEt,t.jlfY AND KEEP 1-MMLESS THE CITY OF CARLSBAD AGAINSTAI.Ll.lABIUTIES;JUOOMENTS,COSTSNl>EXPENSESWHICHMAYfON/WAYACCRll:AGAINSTSAIDCITYINCONSEQUENCEOFTHEGRANTINGOFTHISPERMIT. OSHA:M OSHApemitis reqtiredi>rexcavablsover5'0' deepnl clermtiln a-lXlll&lndm of struduresCN91"3 Rl!les i1 hei{jt. EXPIRATION: Ewiypemitissued bylhe Blikfng otfi:ial ooderlhe provismi <ttil Code lihall e,qie bylmlation nl become 1111 and wk! if the biting a-'M>!kaulhorized by such pem1it is not rotmJeflQld\Whin 180 days 1illm lhe date of such pemit a-if 1he blikq a-Yiak amiz8d by sud! permit is upended or IDll1dooed it !ll't/ lipe after1he 'M>!k is COllll18IXXld for a period of 100 days (Section 100.4.4 Unifoon Bilking Code). _, -r-u,4_ v . ..,C.l APPLICANl'SSIGNATURE ~ :.,._....-.,, DATE Inspection List Permit#: CB122479 Type: Tl INDUST GENOPTIX -45,869 SF Tl = 7,780 SF WAREHOUSE TO OFFICE// 34,3 Date lnspe.ction Item Inspector Act Comments -------- 01/31/2014 89 Final Combo PY AP 01/28/2014 89 Final Combo PY NS 01/28/2014 89 Final Combo RI COFTUESAM 01/02/2014 85 T-Bar PY AP 12/10/2013 84 Rough Combo PY AP 12/10/2013 84 Rough Combo PY NR 11/22/2013 14 Frame/Steel/Bolting/Weldin PY AP 07/29/2013 92 Compliance lhvestigation PY PA 07/01/2013 85 T-Bar PY AP 06/21/2013 85 T-Bar PY PA 06/06/2013 34 Rough Electric PY PA 06/03/2013 85 T-Bar PB PA 05/31/2013 85 T-Bar PB NR 05/28/2013 14 Frame/Steel/Bolting/Weldin PY AP 05/16/2013 14 Frame/Steel/Bolting/Weldin PY PA 05/09/2013 14 Frame/Steel/Bolting/Weldin. PY AP 05'/09/2013 17 Interior Lath/Drywall PY AP 05/06/2013 14 Frame/Steel/Bolting/Weldin PY AP 05/06/2013 16 Insulation PY AP 04/29/2013 14 Frame/Steel/Bolting/Weldin PY AP 04/29/2013 19 Final Structural PY WC 04/29/2013 29 Final Plumbing PY WC 04/29/2013 39 Final Electrical PY WC 04/18/2013 24 Rough/Topout PY PA 04/16/2013 11 Ftg/Poundation/Piers PY AP 04/16/2013 17 Interior Lath/Drywall PY AP 04/10/2013 14 Frame/Steel/Bolting/Weldin PY PA 03/27/2013 11 Ftg/Foundation/Piers PY AP 03/25/2013 21 Underground/Under Floor PY AP 03/25/2013 31 Underground/Conduit-Wirin PY AP 03/21/2013 21 Underground/Under Floor PY AP 03/19/2013 21 Underground/Under Floor PY AP 03/15/2013 14 Frame/Steel/Bolting/Weldin PY PA 03/15/2013 21 Underground/Under Floor PY PA 03/15/2013 34 Rough Electric PY PA Monday, February 03, 2014 Page 1 of 1 ~~ , 1 RECORD COPY ,~ ... ~ ~ CITY or CB122479 GENOPTIX -45,869 SF Tl = 1890 RUTHERFO~D RD CARLSBAD Building Division INSPECTION RECOR~-·: 7,780 SF WAREHOUSE TO OFFICE// 34,394 SF OFF/LAB TO OFF/LAB// DEMO & CONSTRUCT NEW LABS, OFFICES, SELECT RESTROOMS, AND ENTRY WALKWAY/ACCESSIBLE PARKING. ALSO NEW MECHANICAL ENCLOSURE. @ INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB Tl INDUST @ CALL BEFORE 3;30 pm FOR NEXT WORK DAY INSPEcnr· @ FOR-BUILDING INSPECTION CALL: 760-602•2725 Lot#: FERGUSON PAPE BALDWIN ARCHITECTS Required Prior to Requesting Building Final If Checked YES Landscape 760-944-8463 Allow 48 hours CM&I (Engineering Inspections) 7 6o-438-3891 Call before 2 pm Fire Prevention 76o-602-4660 Allow 48 hours f.,'lt, - Type of Inspection Type of Inspection CODE " BUILDING Date Inspector cooe " ELECTRICAL Date Inspector 1 #11 FOUNDATION #31 D ELECTRIC UNDERGROUND D UFER #U REINFORCED STEEL . l #68 MAS0NRYPREGR0UT #34 ROUGH ELECTRIC . #33 0 ELECTRIC SERViCE O TEMPORARY -·~ D GROUT O WALL DRAIN_$ #35 PHOTO VOLTAIC #10 TILT PANELS #39 ANAL ______ __,.;......;... ___ --+--------------1 #11 POUR STRIPS CODE " MECHANICAL #11 COLUMN FOOTINGS #41 UNDERGROUND DUCTS & PIPING #14 SUBFRAME O FLOOR D CEILING #44 0 DUCT & PLENUM O REF. PIPING #15 ROOF SHEATHING #43 HEAT-AIR C0ND, SYSTEM_S #13 EXT. SHEAR PANELS #49 ANAL -------.......... --------------1 # 16 _ INSULATION CODE # COMBO INSPECTION #18 EXTERIOR LATH #81 UNDERGROUND (11,12,21,31) #17 INTERIOR LATH & DRYWALL #82 DRYWALL,EXTLATH, GAS TES (17,18,23) #51 POOL EXCA/STEEL/B0ND/FENCE #83 R00FSHEATING, EXT SHEAR (13,15) #55 _ PREPLASTER #84 FRAME ROUGH COMBO (14,24,34,44) 119 FINAL #89 ANAL OCCUPANCY (19,29,39,49) Cooe II PLUMBING Date. Ins or #22 0 SEWER a Bl/CO O Pl/CO FIRE Date Ins tor #21 UNDERGROUND OWASTE O WIR #24 TOP OUT D WASTE O W1R A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 0 GAS TEST OGAS PIPING A/S UNDERGROUND FLUSH #25 WATER HEATER A/5 0VERlfEAD VISUAL #28 S0LARWATER · A/S OVERHEAD HYDROSTATIC #29 ANAL A/SANAL coor;" STORM WATER F / A ROUGH-IN #600 PRE-CONSTRUCTION MEETING F/AANAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM ANAL #609 NOTICE OF VIOLATION -MHl8M. GAS PRESSURE TEST #610 VERBAL WARNl8G MEDICAL GAS ANAL REV10/2012 SEE BACK FOR SPECIAL NOTES r I J t . --....... -'"' Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. 1\'' .. · .. • 133198 FINAL REPORT FOR SPECIAL INSPECTION AND MATERIALS TESTING l DATE: May 15, 2013 ·'! 1 il To: City of Carlsbad ij;f Building Department i · 1635 Faraday Avenue Carlsbad, California 92008 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PLAN FILE NO. ______ N .... /A __________________________________ _ PERMIT NO. ___ -"'C __ B ..... 1-=22 __ 4 __ 7 __ 9 ______________________ _ PROJECT ADDRESS-: __ 1=8=9 .... 0 .... R=u=th"'""e __ rf=o .... rda;;..,,,;;,.R=o=ad=,--C;;.,aa'"""r"""ls __ b=ad"""-------------------- We declare under penalty of perjury that, to the best of our knowledge, all the work listed below requiring special inspection, material sampling and testing, including the off-site fabrication of building components for the structure/s constructed under the subject permits is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on this 15th day of ..... M ..... a..,y _____ 20 __ 1 ___ 3 ___ _ MONTH YEAR Special Inspection and Materials Testing covered by this final report include the specific inspection and testing services described in our Daily Field Reports summarized as: Field welding inspection, Checking the placement of reinforcing steel; Observation, sampling, and laboratory testing of concrete test specimens; observation of epoxied-in dowels and torque testing of anchor bolts. A. If the inspection services were provided by an approved materials testing laboratory or special inspection ~gency: TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: __ ..,;,.K=L __ E ___ IN=F __ E __ L=-D=ER __ ,..._I ___ NC __ . _______ _ ADDRESS: ________ ~------50 __ 1.._5 __ S __ H .... O .... R __ E __ H __ A....,M ____ PL_A_C ___ E__., __ S_A ___ N __ D ___ I __ E_G __ O ... , C_A ___ 9 __ 21 __ 2_2 ______ _ RESPONSIBLE PROJECT MANAGER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME (Print or Type) _____ -..... R=O __ N __ A=L=D ..... C __ . __ T"'"'Ha..aaO __ M __ S __ O ..... N ______________________ _ City of Sao Diego Special Inspector Registration Number: #380 Expiration Date: _____ 1_2 ___ / ___ 31_/_1 ___ 3 __ SIGNATURE: ~ (_ ~ ~ < -- RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY:_ 133198/133198 Genoptix.doc Copyright 2013 Kleinfelder, Inc. Page 1 of 1 06 I 30 / 14 May 15, 2013 EsGil Corporation In <Partners/i.ip wit/i. fj{J'vernment for(JJui(aing Safety DATE: 2/26/2013 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2479 PROJE;CT ADDRESS: 1890 Rutherford Road PROJECT NAME: GENOPTIX CTCE T. I. SET:111 ~NT CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 1:8:1 The plans transmitted herewith will substantially comply.with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's .copy of the check list has been sent to: i:g:j EsGil Corporation staff did not advise the .applicant that the plan check has been completed. D Es~il Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax#: Mail Telephone Fax In Person i:g:j REMARKS: The Building Official to check. for Fire Department's approval of the new ~pdated 'Technical Report, Hazardous Materials Summary' by Occupational Services, In~. Rev.2 dated February 18, 2013, By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 2/22/2013 9320 Chesapeake Drive, Suite 208 +· San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In <Partnersliip witli (lo'fJemment for <Buifain9 Safety DATE: 2/13/2013 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2479 PROJECT ADDRESS: 1890 Rutherford Road PROJECT NAME: GENOPTIX CTCE T. I. SET: II l;t--APP~~.NT S....J~ 0 PLAN REVIEWER Cl FILE D The. plans transmitted herewith have been corrected where necessary and substantially comply .. with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [gl The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [gl The applicant's copy of the check list ·has been sent to: Ferguson Pape Baldwin Architect 4499 Ruffin Road #300 San Diego, CA 92123- D EsGil Corporation staff did not advise the applicant that the plan check has been completed. [gl EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ferguson Pape Baldwin Architect (David) Telephone#: 619-231-0751 Date contacted: 2..\ I blt!>(by: ttA--) Email: dboyd@fpbarch.com..,/ Fax #: /e, Mail / Telephone Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation 181 GA 181 EJ O PC 2/5 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 12-2479 2/13/2013 NOTE:-The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes .in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industr:ial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. · ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA El.ECTRICAL CODE) 1. The hallw~y adjacent to electrical room E1 (first floor, "B") has a dearth of egress illumination. Does the Lobby (1610) have existing egress illumination? Does the 49 occupant load exiting include the second floor? I can't tell if the X exit sign has bug eyes but, if not, the closest egress fixture is 40' away? (Column line J1) 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. City of Carlsbad 12-2479 2/13/2013 PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 12-2479 PLAN REVIEWER: Glen Adamek SET: II GENERAL AND ARCHITl;CTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 3. The new updated 'Technical Report, H~zardous Materials Summary' by Occupational Services, Inc. Rev.1 dated December 19, 2012, and the building plans still do not include the sizes and number of tanks in the Liquid Nitrogen system (LN2) and the carbon dioxide systems and no data on the design of the systems and h<>w are they to be used. Please provide MSDS for each and address all required detection and alarm systems. The 'Technical Report, Hazardous Materials Summary' by Occupational Services, Inc. dated November 19, 2012 does not address the Liquid Nitrogen system (LN2) shown on sheets P1 .2 and P6.1. Also, address the carbon dioxide systems shown on the same sheets. 4. The Fire Department must review the required updated hazardous material opinion and report. The Building Official to check for Fire Department's approval of the new updated 'Technical Report, Hazardous Materials Summary' by Occupational Services, Inc. Rev.1 dated December 19, 2012. 5. The following item$ still have not been corrected: Please correct on sheet M1 .1 the "Mechanical General Notes:" #5;. the "Mechanical Plan Check Notes:" .#2,3,7,& 8; and the "Fume Hood Exhaust Notes:" #10; and on sheet P1.1 the "Plumbing Plan Check Notes:" Under "Occupancy Calculations" #A & B: Under "Energy Conservation (Plumbing)" #C, E, & F; to show the correct current Codes. A) The "Mechanical General Notes:" #5, on sheet M1 .1, does not clearly note the current editions of the mechanical codes: The correct current Mechanical Code is the 2010 edition of the California Mechanical Code (CMC) adopts the 2009 Uniform Mechanical Code (UMC) and the 2010 California Amendments. B) The "Mechanical Plan Check Notes:" #8, on sheet M1.1, does not address the more than one HVAC unit in an "air moving system" and the limits of each of the "air moving systems" Please correct. C) The "Fume Hood Exhaust Notes:" #10, on sheet M1.1, 2007 edition of the CMC. But the correct current Mechanical Code is the 2010 edition of the California Mechanical Code (CMC) and the 2010 California Amendments. Please correct. City of Carlsbad 12-2479 2/13/2013 D) The "Plumbing Plan Check Notes:" on sheet .P1 .1, Under "Energy Conservation (Plumbing)'; #C & E, shows the 2005 California Building Energy Efficiency Standards (B.E.E.S.) The current Energy Code is the 201 O edition of the California Building Energy Efficiency Standards. Please correct. E) The "Plumbing Plan Check Notes:'' on sheet P1 .1, Under "Energy Conservation (Plumbing)" #F, shows the 2007 CPC. But the correct current Plumbing Code is the 2010 edition of the California Plumbing Code (CPC) adopts the 2009 Uniform Plumbing Code (UPC) and the 2010 California Amendments. Please correct. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 8. Correct the calculations on sheet P1.1 to agree with the footnote #1 in CPC, Table 4-1 for the number of occupants. 60,096/200 = 300.48 people or 150+ males and 150+ females. So the number of required men's water closets is 6 and the number of men's urinals is 4 and the number of women's water closets is 10 as per foot note 14. Please correct "Plumbing Plan Check Notes:" under Occupancy Calculations on sheet P1 .1. Please provide occupant load calculations as per CPC, Table A for the total occupant load in the building. For the 60,096 sqt1are foot total building the total occupant load seems to be more than the 76 people used on sheet P1 .1. Please correct. 13. The gas sediment traps shown in the detail 2 on sheet P9.2 are incorrec~. The gas sediment trap shown in the detail 6 on sheet P9.1 is good. The gas line from the gas shut-off valve must be vertically down into the gas sediment trap like detail 6 on sheet P9.1.. Not horizontal as shown in detail 2 on sheet P9.2. See attached details. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 14. The response provided states:· "Comply, see attached cut-sheets and listing data letter for the Zurn fixture carrier system." But this was not in the plan package provided to Esgil Corp. Please provide. Please provide cut-sheets and listing data for the fittings, shown in the isometric drain waste and vent drawing on sheet P9.2, for the wall hung water closets, showing the connections for the vent lines, the drainage lines into the fitting and the water closet connections (both the single water closets and the back to back water closets). 15. The response provided states: "Comply, see architectural sheet A6.1." But nothing on sheet A6.1 addresses the floor slopeing to the required floor drains. Please correct. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4 City of Carl$bad 12-2479 2/13/2013 MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 25. The following is not clearly address in the new updated 'Technical Report, Hazardous Materials S1,1mmary' by Occupational Services, Inc. Rev.1 dated December 19, 2012 and/or the mechanical drawings: Detail exhaust ventilation systems compliance with UMC Chapters 5 & 6. A) The response provided states: "Hazmat -report to be provided by owner." But the new updated 'Technical Report, Hazardous Materials Summary' by Occupational Services, Inc. Rev.1 dated December 19, 2012 and/or the mechanical drawings do not clearly address what is proposed to be exhausted (used within) each of the separate fume hoods. Please address. Please address the type of materials to be exhausted by each exhaust system (address each fume hood). C) The response provided states: "Hazmat report to be provided by owner." But the new updated 'Technical Report, Hazardous Materials Summary' by Occupational Services, Inc. Rev.1 dated December 19, 2012 and/or the mechanical drawings do not clearly address what is proposed to be exhausted (used within) each of the separate fume hoods. Please address the type of materials to be exhausted by each exhaust system (address each fume hood). F) The CMC, Tables 5-5 & 5-6 can not be used the check the metal duct thickness without knowing the design negative pressure within the duct, the spacing of the duct reinforcement and the sizes of each duct section. Please correct. Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 G) The response provided states: "Hazmat report to be provided by owner and reviewed by Industrial Hygienist." But the new updated 'Technical Report, Hazardous Materials Summ~ry' by Occupational Services, Inc. Rev.1 dated December 19, 2012 does not clearly address what is proposed to be exhausted (used within) each of the separate fume hoods. And does not address how incompatible materials are to be separated within the fume hood systems. Also no report from the Industrial Hygienist? Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 H) The response provided states: "All product conveying ductwork is routed through plenum spaces directly to the exterior of the building without entering other spaces." But the fume hood exhaust ducts may not run into or through a plenum space. Also, the amounts of flammable and combustible liquids, vapors and/or fumes within each fume hood is not provided. 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 I City of Carlsbad 12-2479 2/13/2013 J) This item to be reviewed when the types of materials to be used within each fume hood system is clearly shown. Detail duct cleanouts as per UMC Section 506.3 L) The detail 7 on sheet M5.3 does not include the design calculations for the duct support systems shown. Please provide. Detail duct support as per UMC 506.5 & 604,5 M) See item #H) above. Detail fire protection as per UMC 506.6 N) See item #H) above. Detail clearances from combustibles as per UMC 506.7 & 610.7 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT ... City of Carlsbad 12-2479 2/13/2013 \. To .----1 I ~ Tee fittrng eQuipment ~ , f:nlet ._· ---11 ·---r Nippie ~ . 3 1n. (80 mm), minamurn Cap~· . · _: --~-:., _,i ~-- Fl!·GURE 12 .. ,1 METHOD· OF INISTALLING A TEE Fl:TTING SEDI MENTTRA.P • • ; r:Ul:»i ~t"-" \!{ --_---· . '"' Cf);t. EsGil Corporation In <Partnersliip witli (]oTJemment for <Bui{aing Safety DATE: 12/4/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2479 SET:I Q~NT ~ Cl PLAN REVIEWER Cl FILE PROJECT ADDRESS: 1890 Rutherford Road PROJECT NAME: GENOPTIX CTCE T. I. D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has beeh sent to: Ferguson Pape Baldwin Architect 4499 Ruffin Road #300 San Diego, CA 92123 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: Ferguson Pape Baldwin Architect (1>1\-.fri>) Telephone#: 619-231-0751 Date contacted: I z..l sf lz... (by: ~) Email: dboyd@fpbarch.com Fax #: f-Mail...,,, Telephone./ Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation 18J GA 18J EJ O PC 11/26 9320 Chesapeake Drive, Suite 208 + San Diego, California 92143 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 12-2479 12/4/2012 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 12-2479 OCCUPANCY: B/S1/A3? TYPE OF CONSTRUCTION: IIIB ALLOWABLE FLOOR AREA: ? SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 12/4/2012 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: office/warehouse ACTUAL AREA: 60096 sf STORIES: 2 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/26 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on Jaws 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 201 0 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list {or a copy) where each correction item has been addressed,. i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 12-2479 12/4/2012 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal and date plans are signed. California Business and Professions Code. • SITE PLAN 2. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 3. Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan.(include columns of the entry canopy to the property line between the buildings) 4. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2. • BUILDING AREA 5. Provide area analysis to show the total floor area (include the new entry canopy) still within the allowable floor area. Table 503. (non-separated option note on sheet T1 .1) • EXITS 6. Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more (and any occupancy of Group H) shall not be City of Carlsbad 12-2479 12/4/2012 provided with a latch or lock unless it is panic hardware. Section 1008.1.10.(room 1985-door 1985?1036?, room 1600-door 1031?, 1000?) 7. All doors and gates, within the exit path to a public way from an occupancy of Group A having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.10 and 1002. 8. 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. • ACCESSIBILITY 9. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • GREEN BUILDING STANDARDS • (for nonresidential additions and tenant improvements) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, revised on July 1, 2012 and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to Nonresidential additions of 2,000 sq. ft. or larger or alterations (tenant improvements) with a value of $500,000 or more constructed after July 1, 2012 .. CGC 101.3 & Section 5.701.1 10. Note on the site plan that for addition projects of one acre or less the site shall be planned and developed to keep surface water away from buildings. A "SWPP" shall be provided and approved by the City Engineer, showing site grading and provide for storm water retention·and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the building department. CGC 5. 710.6 11. Note on the plans that bicycle parking for projects shall comply with CGC Section 5.710.6.2 for additions. The specific details must be submitted and approved by the Planning Department. 12. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.710.6.3 for additions. The specific details for the parking must be submitted and approved by City Planning Department. 13. Submit to the Engineering Department or other City Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.713.8.1.1 City of Carlsbad 12-2479 12/4/2012 14. Note on the plans that a minimum of 50% of nonhazardous construction waste is to be recycled. CGC 5.713.8.1 15. Note on the plans that testing and adjusting of new systems as outlined in CGC Section 5.713.10.4.2. 16. Note on the plans that a building " Operations & Maintenance Schedule" (0 & M ) as listed in CGC Section 5. 713.10.4.5 shall be delivered to the building owner or representative and the facilities operator. 17. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.714.4.3. 18. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.714.4.4. 19. Note on the plans that where landscape irrigation is a part of the addition or tenant improvement, landscape irrigation water use shall have weather based controllers. CGC 5.712.4.3.1. 20. Note on the plans whether this addition or tenant improvement is located within a CNEL of 65 near an airport or freeway. Where located within an airport or freeway CNEL of >65, the addition or tenant improvement exterior walls must have an STC rating of 45 arid windows with an STC rating of 40. 21. Note on the plans that prior to final approval of the building the licensed contractor, architect or engineer in responsible charge of the overall construction must complete and sign the City approved Green Building Standards Certification form or other documentation required by the city and given to the building department official prior to building final approval to be filed with the approved plans. • ADDITIONAL 22. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 23. Provide calculation to justify the footing underneath the HSS columns in the entry canopy (20?S3.1) What is the thickness of the footing? 24. io 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. 25. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. City of Carlsbad 12-2479 12/4/2012 Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 26. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 12-2479 PLAN REVIEWER: Glen Adamek SET: I GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. The 'Technical Report, Hazardous Materials Summary' by Occupational Services, Inc. dated November 19, 2012, section 1.7 that Control Area 1.1 is not part of this Tenant Improvement. And only Control Area 1.2 is address in the Report. But the construction drawings show tenant improvements being proposed in both of the Control Areas. In-fact the existing control area wall is being relocated as part of this permit. Please update the 'Technical Report' by Occupational Services, Inc. to match proposed tenant improvement plan package submitted for permit$. 3. The 'Technical Report, Hazardous Materials Summary' by Occupational Services, Inc. dated November 19, 2012 does not address the Liquid Nitrogen system (LN2) shown on sheets P1 .2 and P6.1. Also, address the carbon dioxide systems shown on the same sheets. Please correct. 4. The Fire Department must review the required updated hazardous material opinion and report. The Building Official to check for Fire Department's approval of the required hazardous material opinion and report. 5. Please correct on $heet M1 .1 the "Mechanical General Notes:" #5; the "Mechanical Plan Check Notes:" #2,3,7,& 8; and the "Fume Hood Exhaust Notes:" #1 O; and on sheet P1.1 the "Plumbing Plan Check Notes:" Under "Occupancy Calculations" #A & B: Under "Energy Conservation (Plumbing)" #C, E, & F; to show the correct current Codes. 6. The proposed new boilers must be separated from the new air handler unit as per CBC, Table 508.2.5 and Section 508.2.5 as an incidental use boiler room. Please correct. City of Carlsbad 12-2479 12/4/2012 7. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per CBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require $ervice are located within 10 feet of a roof edge or open side of a walking surface ... " PLUMBING (2010 CALIFORNIA PLUMBING CODE) 8. Please provide occupant load calculations as per CPC, Table A for the total occupant load in the building. For the 60,096 square foot total building the total occupant load seems to be more than the 76 people used on sheet P1 .1. Please correct. 9. As per the current California Green Building Code, new or relocated urinals and associated flushometer valves, if any, shall use no more than 0.5 gallon per flush; and shall meet performance standards established by the American National Standards Institute Standard A 112.19.2. H & S Code, Section 17921.3(b). 10. Please correct the water line sizing calculations on sheet P1 .1 as per the following: a) As per CPC, Chart A-3 the 230 flush valve fixture units is 95 GPM. Not the 71 GPM used. b) On the site plumbing plan please show the location and size of the public water meter. c) The proposed Kohler flush valve water closets called out on the drawing require a minimum water pressure of 35 psi. The water line sizing calculations on sheet P1 .1 allow only 25 psi water pressure to operate the fixtures. Please correct. d) The private tenant water meter losses are not included in sizing calculations. e) Show the minimum and maximum water pressure at the public water meter as per the serving water agency. f) As per the water pipe sizing table provided the 2 inch water main to the building is undersized. Please correct. g) The water line sizing calculations will be reviewed when the corrected and total water line sizing data is provided. 11. Please provide riser or isometric gas line plans. 12. .Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. 1-3. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. City of Carlsbad 12-2479 12/4/2012 14. Please provide cut-sheets and listing data for the fittings, shown in the isometric drain waste and vent drawing on sheet P9,2, for the wall hung water closets, showing the connections for the vent lines, the drainage lines into the fitting and the water closet connections (both the single water closets and the back to back water closets). 15. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4 16. Please provide lavatory water connection details for hot & cold water connections to proposed tempering valves #TLV-1 and correct the maximum temperature setting in the Fixture Connection Schedule on sheet P1 .2. Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 413. Energy Standards 113(C)3. 17. Hot waterrecirculating loop systems requirements (Not single family homes): Detail the following as per California Energy Efficiency Standard, Section 113(c)5: a) The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. b) A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. c) A check valve is required on the cold water supply line between the hot water system and the next closest tee on the cold water supply line. (See CPC 608.3 for expansion tank requirements.) 18. 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 d) Detail the requirements found in UPC 508.4 & 509.4 for attic installation of water heaters: access opening sizing, passageway description (available height, maximum length and minimum width, walkway material type, platform sizing, the light and receptacle placement, and the overflow .protection. e) Provide combustion air design: Show opening sizes and routing of ducts. UPC 507.0 f) Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). UPC 510.0 h City of Carlsbad 12-2479 12/4/2012 g) An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators. Please address. UPC 608.3 19. Please clearly show the required back flow protection of the domestic water connection to the industrial water system and the deionized water system. 20. Show how the industrial water system and the deionized water system complies with UPC, Section 603.4.11. Show signs at outlets and detail piping identification. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 21. The outside air amounts shown on the HVAC equipment schedules on sheet M1 .4 do not agree with the Design Ventilation Air CFM amounts on the MECH- 3C forms on sheet M1 .6. Please correct to agree. Coordinate the mechanical and the Title 24 outside air design. The energy calculations do not match the mechanical schedule. UMC 403.0 & Title 24 121(b)2 & (d). 22. Show the required exhaust system for Copy Room #2301 as per CMG, Section 403.7 and Table 4-4. 23. Please detail roof access to roof mounted HVAC equipment. CMG 904.10.3.3. 24. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination areas. CMG 309.0 & CPC 807.0 25. Detail exhaust ventilation systems compliance with UMC Chapters 5 & 6. a) Please address the type of materials to be exhausted by each exhaust system (address each fume hood). b) Detail the required make-up air as per UMC 505.3 c) Please address the type of materials to be exhausted by each exhaust system (address each fume hood). d) Detail the exhaust outlet clearances as per UMC 504.5 (Environmental) & 506.9 (Product conveying). e) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 f) Clearly show the exhaust duct material and gage used for each duct size. UMC Tables 5-5 and/or 5-6 g) Separate and distinct systems shall be provided for incompatible materials. UMC 505.1 h) 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 City of Carlsbad 12-2479 12/4/2012 i) Detail minimum duct conveying velocities as per UMC 505.2 and Table 5- 1 j) Detail duct cleanouts as per UMC Section 506.3 k) Detail required explosion venting of dust collection systems as per UMC 506.4 & 610.4 I) Detail duct support as per UMC 506.5 & 604.5 m) Detail fire protection as per UMC 506.6 n) Detail clearances from combustibles as per UMC 506.7 & 610.7 o) Detail protection from physical damage as per UMC 506.8 & 604.4. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. The hallway adjacent to electrical room E1 (first floor, "B") has a dearth of egress illumination. Does the Lobby (1610) have existing egress illumination? 2. If I hop off the 2nd level bridge, north side, the egress illumination is lacking. 3. Break room 2101 needs the GFCI specification for the receptacle outlets within 5' of a sink. 4. For the laboratory areas, include the following wiring method descriptions as needed: Hazardous locations (Class, Division, Group), wet location, acid resistant, corrosive, dust location, etc .. 5. Provide a sizing calculation for the standby generator and the loads it serves. ENERGY (CALIFORNIA BUILDING ENERGY STANDARDS) 6. Revise the energy form on sheet E1 .2, it hasn't been filled out (It's signed though). 7. I've never seen energy form (MECH) without the version description (usually at the bottom margin) before. Why aren't these identified somehow? 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. City of Carlsbad 12-2479 12/4/2012 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows:. 2. a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. • SINGLE ACCOMMODATION FACILITIES Show that the water closet is located in a space, per Section 1115B.3.2.3, which provides: (Show the dimension for single accommodation facility on the plan. Especially 60"min. from edge oflav to toilet) a) A clear space at the water closet in compliance with Section 1115B.4.1, Item 2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). b) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 1115B.4.1.2. See the following figures: City of ·Carlsbad 12-2479 12/4/2012 ~~ ..-_@ FLUSH ACTIVATOR ON WIDE SIDE-_.., CENTERLINE OF FIXTURE CENTERLINE OF FiXTURE -1Ll ~ I 28"MlN. rT't . TO EDGE ·~L__J-~ OF\ft'ATER ---..,_ CLOSET . I .. " :i z .o::: ~ :E [ :Ei'li \ "' -I ~b \ ----- 18" 32~ MIN MIN. CLEAR \ \ I I / / • RESTROOM FIXTURES AND ACCESSORIES 3. If showers are proposed, show or note compliance with the following requirements, per Section 1115B.4.4: a) Threshold in roll-in type showers shall be ½ inch in high maximum and shall comply with Section 1124B.2. City of Carlsbad 12-2479 12/4/2012 b) Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The center line of the controls shall be located at 40 inches above the shower floor. i) Controls in a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11B-2A. ii) Controls ih a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2B. iii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches frorn the seat wall as shown in Figure 11 B-2C. c) A flexible hand-held shower uhit is required with at least a hose 60 inches long that can be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. i) The hand held sprayer unit a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2A ii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2B. iii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B.:2C. d) Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism. (Except within guest room and suites of hotels, motels and similar transient lodging establishments) Each shower head shall be installed so that it can be operated independently of the other and shall have swivel angle adjustments both vertically and horizontally. One head shall be located at a height of 48 inches above the floor. City of Carlsbad 12-2479 12/4/2012 e) The floor slope shall be a maximum of 2% in any direction. Where drains are provided, the grate shall have openings ¼ inch maximum and located flush with the floor surface. f) Indicate on the plans a folding seat, located on the wall adjacent to the controls, 18" above the floor and shall not extend mote than 6 inches from the wall. The seat dimensions and mounting position shall comply with Figures 118-2A, 118-28, 118 .. 2c. g) Grab bars complying with Section 11158.4.4.8 shall be located: i) On walls adjacent to and opposite the seat. ii) Mounted ~33" but :S36" above the shower floor. iii) Grab bars shall not extend into that portion of the wall over the seat. See Figures 118-2A, 118-28, 118-2C h) The soap dish when provided shall be located on the control wall :S40" above the shower floor and within reach limits from the seat. Section 11158.4.4.9. i) Enclosures when provided for shower compartments shall not obstruct controls or obstruct transfer from wheelchairs onto the shower seat. END OF DOCUMENT .. City of Carlsbad 12-2479 12/4/2012 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARl=D BY: David Yao PLAN CHECK NO.: 12-2479 DATE: 12/4/2012 BUILDING ADDRESS: 1890 Rutherford Road BUILDING OCCUPANCY: B/S1 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier T.I. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb -By Ordinance -- Bldg. Permit Fee by Ordinance ..-j Plan Check Fee by Ordinance .., i Type of Review: [2'.] Complete Review D Repetitive Fee 3Repeats Comments: D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: IIIB Reg. VALUE ($) Mod. per city 1,543,227 1,543,227 $5,122.921 $3,329.901 D Structural Only i---1 ----ti Hr. @ • $2,868.841 Sheet 1 of 1 macvalue.doc + ..• ~-\ ~-«~~ ~ CITY OF. _·CARLSBAD .PLAN CHECK REVIEW TRANS·M·ITT AL Community & Econo.mic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 02/19/2013 P.ROJECT NAME:.Genoptix_tenant·improvement PROJECT ID:CT 85-24#3 APN: 212-120-35 PLAN CHECK NO: CB12-2479 SET#: II ADDRESS: 1890 Rutherford Rd VALUATION: $1,543,227 . ,... D . ' " You may have corrections frorn one or more of the divisions listed in the table below. io determine status by one or mo~e these divisions, please contact 760-602-2719 This_ plan check review is complete an<;I has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction Managel'!lent Division is required Oves ~ No This plan check review is N.OT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check.Comments have been·sent to: dboyd@fpbarch.com :PLANNING· 760-602-461;0 ' .._~ • • ,• ' , , • > ,, ' I.• EN,GINEERl:NG·. \. : /.FI.R.-E-,.~REV~NtU)N.'> · :: •• •• < •-••,•~~: • _:~~~~2~~:~~-.--'••M<·•_l:'.. '.: ,.· ... 76~~602-4~~5• .. ' ,::~''.' D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov ·, 760-602-2741 • 760-602-4663 : D Kathleen Lawrenc:le • D Greg Ryan Kathleen:Lawrence@carlsbadca.gov ·Gregory.Ryan@carlsbadca.gov t ,,__ __________ ,. I D Cindy Wong I D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov r7 [_J Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov f Cynth~a~~:~~;~!~!;dca.gov I l I 1 II Dominic Fieri 1-760-602-4664 , , Dominic.Fieri@carlsbadca.gov For questions or clarifications on the attached checklist please contact the reviewer as marked above. Remarks: APPROVAL CONTINGENT UPON COMPLETION OF TIER 1 SWPPP. Tl Genoptix_tenant improvement CB12-2479 .... Stop~ Please Read Any outstanding issues will be n~arked with IX I . Make the 1tecessanJ corrections for compliance with applicable codes and standards. Submit cortected plans and/or specifications to the Building division for re-submittal to the Engineering division. E-37 Items that confonn to pennit requirements are marked with [Z] 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: · D· m North arrow D m Existing & proposed structures . . D [ZJ Property line dimensions D · D Easements Show on site plan: D D Drainage patterns D D Existing & proposed slopes D D Existing topography D D Retaining Walls (location and height) D D Indicate what will happen with soil excavated from pool area. lnc1ue1e.on title sheet: D m Site address D D Assessor's parcel n~mber D D Legal descript!on/lot number D m Please provide a breakdown of the proposed square footage for each use: WHSE/OFFC/LAB. For example: 56,559 SF. BUILDING Tenant improvement --BREAKDOWN AS FOLLOWS: 869 SF NEW MECHANICAL YARD 1,500 SF. EXISTING OFFICE TO REMAIN OFf.lCE 14,000 SF OF LAB TO WAREHOUSE Lot/ Map No.: LOT 47 / MA~ 11s10 Subdivision/Tract : PD 479 Reference No(s): DWG 360-6 Page 2.of4 REV6/2012 Genoptix_tenant improvement CB12-2479 N/A 2. GRADING PERMIT-REQUIREMENT$ The conditions that_ require a grading permit are found in Section 11.06.030 of the Municipal Code. DD Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut; fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: 1'NO GRADl!'IG" D D Minor Grading Permit required. NOTE: The grading permit must be issued and grading approval obtained prior to issuance of a building permit. A separate grading plan prepared a registered civil engineer must be submitted together with the completed application form attached. D D Graded Pad Certification required. All required documentation must be provided to your Construction Management & Inspection division inspector,. . The inspector will then provide the Land Development Engineering counter with a release for the building permit. See attached checklist for minimum submittal requirements. 3. MISCELLANEOUS PERMITS· D W 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. D D A separate right-of-way issued by th~ engineering division 1s required for the foll~wing: N/A D D Please complete attached right-of-way application form and return to the engineering department together with the requirements on the attached right-of-way checklist, at the time of resubmittal. Right-of-way permit and poolpermit will be issued simultaneously. Attachments: D Englneerlng·Appllcatlon O Storm Water Form 0 Right-of-Way Application/Info Cl Reference Documents E-37 Page 3 of 4 REV6/2012 Fee .Galculation Worksheet LOT 47 / MAP 11810· ENGINEERING DIVIS.ION Prepared by: LINDA ONTIVEROS Address: 1'890 RUTHl:RFORD RD Fees Update by: lo 2/20/13 Date: 12/11/12 ' GEODATA:LFMZ: /B&T: Date: Fees Update by: Bldg. Permit#: CB12-2479 Date: EDU CALCULATIONS: List types and square footages-for all uses. Types of Use: OFFICE :Sq.Ft./Units'M/1800 · EDU's; 12.75 · . Types of Use: [WHSE'CREDIT] Sq.Ft./Units p~--·1 A .jUJ . EDU's: [-4.59] ' rr:s-Types of Use: · Sq.Ft./Units • EDU's: . Types of Use: Sq.Ft./Units JI ,s'O _EDU'~: TOTAL: 8.17 ADT CALCULATIONS: List types and square foo.tag~s or all uses. 1,~-6 · . ') . Types of Use: OFFICE · Sq.Ft./Units 20/10~ ADT's: 459 Types of Use: [WHSE CREDIT] . Sq.Ft./Units [5/1000 ~] . ADT's: [-115] Types of Use: Sq.Ft./Units -J /Q\ ADT's: TOTALADT: 344 Types of Use: Sq.Ft./Units h U ADT's: FEES REQUIRED: Within CFO': DYES (no bridge & thoroughfare fee in District #1,. reduces Traffic Impact Fee) [J NO 1. PARK-IN-LIEU FEE:0NW QUADRANT ONE QUADRANT 0SE QUADRANT OW QUADRANT ADT'S/UNITS: . I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/U~ITS:.344 I X 3 .. BRIDGE & THOROUGHFARE FEE: ADT'S/UNITS: 1x 4. FACILITIES MANAGEMENT FEE FEE/ADT: 95 ODIST:#1 • FEE/ADT: ZONE:- ADT'S/UNITS: 1 X FEE/SQ.FT./UNIT: 5. SEWER FEE EDU's 8.17 BENEFIT AREA: . F ~ EolJ's a.11 1x FEE/EDU: 842 I =s .32,sao ODIST.#2 I =s I =s I =s s,a19.14 ODIST.#3 6. DRAINAGE FEES: ,.x PLDA: FEE/1;:DU: ,3.132 · I =$ 25,588.44 OHIGH 0MEDIUM 0LOW ACRES: 7. POTABLE WATER FEES: UNITS CODE . EXl$TING IX FEE/AC: I=$ CONN.FEE METER FEE SDCWA FEE · TOTAL .... ,,' 4-: «~~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE:·12111112 PROJECT NAME: Genoptix_tenant improvement Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov Pl,.AN CHECK NO: CB12-2479 SET#: I" ADDRESS: 1890 Rutherford Rd PROJECT ID:CT 85-24#3 APN: 212-120-35 ·VALUATION: $1,543,227 You may have corrections from one or more of the divisions listed in the table below. To determine status by one or more these divisions, please contact 760-602-2719 ,-----l l· l L.___J this plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction Management Division is required [=iYes IX) No 1his plan check review is NOT COMPLETE. Items missing or incorrect are listed on th~ _attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: dboyd@fpbarch.com ----. . FillE· ·PREVENTl:O'N.··.\: ,, .. PLANNiNG E;N.GIN EERl:N·G ,,'l . ' : -. , ' . ' . . ··-~ . :,1 7~0-60~-4~1:0 · 760-602-215() , : . :' ' ' 760~60~4665 . . ' 'i '• ',' :, : <,N ._ .-• .-. ~-.. .. . .. -~ -..• . -· -...... w ~ ·-'" .. .. --.. ~-.,.~ .. --· ,.,,,..__...,,-.. ,..,,..,~' ,,~ . •: '. ·~ •• -: •• j, :_ ... . '. "'· ~-, . , . tJ Chris Sexton 1---1 Kathieen Lawrence ;D Greg Ryan l 760-602-4624-l __ J 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov -. r---, Gina Ruiz ;~ Linda Ontiveros :O Cindy Wong ' ! I I..---760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov i i Linda.Ontiveros@carlsbadca.gov ,Cynthia.Wong@carlsbadca.gov i ' -1-----i. !r-r 1-1 Dominic Fieri L ___ : '' j I ! L__ ' ' 760-602-4664 ------· Dominic.Fieri@carlsbadca.gov For questions or clarifications on the attached checklist please contact the reviewer as marked above. Remarks: Tl "' I Genoptix_tenant improvement · CB12-2479 E-37 _ .. An.y outsta-nding issues will be 11u1tlced with i X ! . Malce tl~e necesSa1'If co1'1'ections for compliance wit?i applicable codes and standards. Submit co1·rected plans and/or spec~fications to tlie Building division jot ·re-submittal to the Engineering_~t!!ision. Items that conform to permit requirements are marked with!_ {J 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: D [lJ North arrow D [ZJ Existing & proposed structures D [ZJ Property line dimensions D D Easements Show on site plan: D D Drainage patterns D D Existing & proposed slopes D D Existing topography D D Retaining Walls (location and height) D D Indicate what will happen with soil excavated.from pool area. lnciuae on title sheet: D [ZJ S_ite address D D Assessor's parcel number D D Legal description/lot number [8J D Please provide a breakdown of the proposed square footage for each use: WHSE/OFFC/LAB For example: 56,559 SF BUILDING Tenant improvement --BREAKDOWN AS FOLLOWS: 869 SF NEW MECHANICAL YARD 1,500 SF EXISTING OFFICE TO REMAIN OFFICE 14,000 SF OF LAB TO WAREHOUSE Lot/ Map No.: LOT 47 / MAP 11s10 Subdivision/Tract : PD 479 Reference No(s): DWG 360-6 Page 2 of 4 REV 6/2012 'j. .,. Genoptix_tenant ·improvement . CB12-2479 N/A 2. GRADING. PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 11.06.030 of the Municipal Code. · D D Inadequate information available on site plan to make a determination on grading r~quirements. Include accurate grading quantities iii cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. lf no grading is proposed write: "NO GRADING" D D Minor Grading Permit required. NOTE: The grading permit must be issued and grading approval obtained prior to issuance:of a building permit. A separate grading plan prepared a registered civil engineer must be submitted together with the completed application form attached. D D Graded Pad Certification required. All required documentation must be provided to your Construetion Management & ln~pectioffdivision inspector, . The inspector will then provide the Land Development Engineering counter with a release for the building permit. See attached checklist for minimum submittal requirements. 3. MISCELLANEOUS PERMITS 0 [ZJ RIGHT-OF-WAY PERMIT is required to d9 work in city right-of-way and/or private work · adjacent to the public right-of-way. D D A separate right-of-way ·issued by the engineering division is required for the following: N/A D D Please complete attached right-of-way application form and return to the engineering · department togethe_r with the requirements on the attached right-of-way checklist, at the time of resubmittal. Right-of-way permit. ~nd.poo/ permit will be issued simultaneously. ~ ' . , Attachments: [] Engineering Application [J Storm Water Form · [] Right-of-Way Appllcatloil/lnfo [] Reference Documents E,37 Page 3 of4 REV 6/2012 "' ,. .. LOT 47 / MAP 11810 DIVISION Prepared by: LINDA ONTIVEROS Address: 1890 RUTHERFQRO RD Fees Update by: . CB12-2479 Date: EDU's: Sq.Ft/Units ?? I EDU's: . : List types and square footages for I uses. Types of Use: MEZZA NE . Sq.Ft./Units 5 00(?? SF) ADT's: Types of Use: OFFICE Sq.Ft/Unit 20/1000 (??SF) ADT's: Types of Use: WAREHOUS ADT's: Types of Use: LAB ADT's: FEES REQUIRED: Within CFD:OYES (no bridge & t~~hfare fee in District #1, reduces Traffic Impact Fee) ONO '.ANT . 0 NE QUADRANT 0SE QUADRANT OW QUADRANT FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/U ITS: ?? I X 3. BRIDGE & THOROU HFARE FEE: . AD S/UNITS: I X 4. FACILITIES MA AGEMENT FEE · 1x EDU's .?? 1x BEJQEFIT AREA: F EDU's ?? I X FEE/EDU: 313 PLDA: OHIGH INAGE FEES: ACRES: 7. POTABLE WATER FEES: UNITS EXISTING CODE IX FEE/AC: CONN. FEE . I =$ UNKNOWN 0 DIST.#2 0 DIST.#3 I=$ I=$ I=$ UNKNOWN I=$ UNKNOWN CJMEDIUM QLOW I=$ SDCWA FEE TOTAL --~ •• •¥•~ ·-····-----··-7 }I Fee Calculation Worksheet ENGINEERING DIVISION LOT 47 / MAP 11810 ~ ! I ---~------~-·--____ _, . Pr~pared by: _LINDA ONTIVEROS Date: 12/11/12 GEO-DATA: LFMZ: / B&T: Address: 1890 RUTHERFORD RD Fees Update by: '10 2/20/13 Date: Fee$ Update by: Bldg·. Permit#: CB12-2479 Date: EDU CALCULATIONs:·list types and square footages for all uses .. Types of:Use: OFFICE Sq.Ft./Unit~aoo Types of Use: [WHSE CREDITI Sq.Ft./Units [7150/5000] ,., Types of Use: · Sq.Ft./Units EDU's: 3.97 EDU's: [·1.43) EDU's: Types QfUse: Sq.Ft./Units EDU's: _TOT AL: 2.54 ADT CALCULATIONS:-List types and square fo·otages for all uses. Types of Use: OFFICE Sq.Ft./Units 20/1000 (7150) ADT's: 143 Types of Use: [WtiSE CREDIT] Sq.Ft./Units r5/1000 (71.50)1 ADT's: (-36) Types of Use: Sq.Ft./Units Types of Use: Sq.Ft./Units ADrs: TOTAL ADT: 107 ADT's: . FEES REQUIRED: Within CfD:l]YES (no bridge & thoroughfa.re fee in District#1, reduces Traffic Impact Fee) . C:No 1. PARK-_IN-LiEU FEE:0NW QUADRANT. 0 NE QUADRANT 0SE QUADRANT OW QUADRANT ' ADT'$/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: 107 IX 3. BRIDGE &·THOROUGHFARE FEE: : ADT'S/UNITS: I X 4. FACILITIES MANAGEMENT FEE f=EE/ADT: 95 · []DIST. #1 Fl:E/ADT: ZONE: '; ,-ADT'S/UNITS: I X FEE/SQ.FT./UNIT: 5. SEWER FEE 1 EDU1s 2~54 . BEN.EF!T AREA: F 1x FEE/EDU: 842 · · EDU.'s 2.54 I =s 10,1ss ODIST.#2 .. I=$.- 1 =$ J . =$ 2, 1.38.68 LJDIST.#3 6. DRAINAGE FEES: IX _FEE/EDU: 3,132 . · . I=$ 7,955.28 PLDA: 0HIGH []MEDIUM . t=}LOW ACRES: 7. POTABLE WATER FEES: UNITS CODE ,.·, EXISTING (' ·:··.\' ··: .. 1,',',,,• ,, : '::,;'. 't:-:_ IX 'FEE/AC:· I=$ CONN. FEE METER FEE SDCWA FEE TOTAL ..... ~ ~:~1i-- ~-CITY ()F CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Ser-vices Btiilding Div{sion ;1.635 Faraday Avenue 760-602~2719 www.carlsb.adca.gov I am applying to the City of Carlsbad .for the following type(s) of construction permit )( Building Permit Q Right-of-Way Permit 0 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: . J;f ectrical Ff re Additional FireAl~rm Fixed,systems M~hanical MqbileHome Plumbing Patio/Deck Photo VoJtaiq Re-Roonilg . Sign . Spa-Factory Sprinkler Wate~ Discharge Project Storm Water Threat Assessment Cr:iteria* ·No Threat Assessment Criteria Q My project qualifies as NO THREAT and Is exemplfrom the requirement to prepare a storm water Jlollution preventioo plan (SWPPP) because · it meets the •no threat" assessment criteria on the City's Project Th real Assessment W9rksheet fur0.eterminaUon of Construction SWPPP Tiet Level. My project does not meet af!Y ofthe High, Moderate orlowTbreatcrtteriadescnoed lrelow. · Ti~t Low Threat Assessment Criteria · -· · · My pipject does not meel any of !,he Sfgnlficant or Moderate Threat crilerra, is not an exempt perrnit:type.{See !isVabove),and the,project · meets one or more of th1Hollow!n9 criteria: · - • Results In some soil disturbance; and!or · • Includes outdoorconstructfon activities (such as saw cutting, equipment washing, m~terial stockpiling, vehiqle.fuelin9,waste.stocRpilin9). Tier 2 • Moderate ThreatAssessmentCriteria Q My project does not meet anyof 1he Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant totl)e Carlsbad Grading Ordinance (Chapter 15.1!3 of the Qarfsbad,Mllnicrpal Code}: or, • ProjectwiU result In 2,500 square feetormore of soils dfsturbaoce including any associated constructioifstaging(stockpillng, pavement removal, equipment storage, refueling and maintenance areas and project meets one·ormore qf the addlliimal.fQllow!ng criteri~: • Located within '200 feet of an environmenfaUy sensitive area or the Pacific Ocean, andfor • Disturbed area is located on a slope with a.grade at or exceeding 5 horizontc:irto 1 ver!ltal, and/9r • Disturbed area is-located along or within 30 feet of a storm drain inlet, an open c;lrainage coannel or wa(erc:out?ei and/or • Constructron will be iniffated during the rainy season or will extend into. the rainy season (Q9t 1 thtough Aprtl 30). Tiet 3 -Significant Threat Assusment Criteria Q My project Includes clearing, grading or other disturbances to the ground resultlng in soil disturbance totaftng one.or more acres includfng ai\y 8$SOOia!ed construction staging, equipment storage, stockpilfng, pav13ment removal, refueling-and maintenance g(~gs:.andfor 0 My prQjectis-p13rt of a phc3Sed development.plan that will cumulatively result in soil disturbance-t9taling one or more-atres including any associated construction staging, equipment storage, refueling and maintenance areas: or, CJ My project is located inside orwithin 200 feet of an eovironmen~ally sensitive area (see Cityl:SA.Prox!m1ty')n?p) a,nd fo1s. a significant potential for contributing pollutants to nearby receMng waters by way.of storm watet runoff or non-storm waterdischarge(s). /certify to the btstof my knQWl,dgt that th• above checked statements are trut ind correct. / undtrStand and acknowftdgi that even though th/$ p(Ojtct does not tequfre prep;ratlon of, collstructton SWPP$1 must still adh•t• to, and at alf timff during construction ;,ctivities for the pem,lt typt(s) chtck ,oow cqrnpty wifh thutorm water btst.m111,gtmt11t practlctn pursuant to 1it1'15 ofth• Carlsbad Municipal Code and to City Standards. 'The City l:ngfneermay authorize mln«variances fi'om the storm Wat~r Toreat Assessment Criteria in special cir cums~ whete it can be shown ttiat a lesser or higher Consbuciion SWPP? ner Level is warranted; Page1 of1 Revi03/09. £ «i~ ~ CITY OF CARLSBAD -. Construction CONSTRUCTION THREAT ASSESSMENT WORKSHEEi FOR DETERMINATION OF PROJl:CT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 De·tielopm·e,n.t .Setvices ta11d oevefopment.Engir,eering 1635 Faraday Avenue 760-602~2:750 www.tarlsbaclcc1.gov- - .Perceived Threat to ,. SWPPPi.ier Construction Threat Assessment Criteria* Storm Water 1-ev~1 ! Qualitv Tier 3 -High Qon§tr.Ygion Thr~it A§§~§Sin~nt Cri!eri£! . · Cl Project site is 50 acres or more and grading will occ1,1r during the rainy season (J Project site is 1 acre or more in size and fs located within the Buena Vista or AglJa Hedidrtda Lagoon watershed; inside or within: 200 feet of an envrronmentally sensitive area {ESP.) or discharges directly to an ESA . High (J Soil at site fs moderately to highly erosive (defined as havtng a predQminanc;e of sc)il.s wltb Tier3 Cl USDA-NRC$ Erosion factors k1 greater than or equal to 0.4) . $ite slope is 5 to 1 or steeper · . . . . CJ Construction is initia~ed during the rainy season Qr wlll extend into th~ rainy season (Oct. 1 Cl through April 30). . Owner/contractor received a Storm Water Notice of Violation within past two year$, . Tier~ ..,. Medium ConstrugiQn Threat Asses§ment Criteria Medium CJ All projects not meeting Tier 3 High Construction Threat Assessment Criteria. Tier 2 High Qon§t!J.!ction Thr~i!f Ass~ssm~nt Qriteria 0 Project is located within the Buena Vista or Agua Hediohcla l;.agoon watershed,. inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA Cl Sqil at site is moderately to highly erosive (defined as having a predominance -of scills with · · USDA-NRCS E:rosion factors kr greater than or equal to 0.4) High . (J Site slope is 5 to 1 or steeper Tier2 0 Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 . through April 30). · Cl Owner/contractor received a Storm Water Notice of Violation within past two yea~ Cl Site tesutts in one half acre onnore of soil disturbance .. Tier 2 -Medium Construction Threat Assessment Criteria Megtum CJ All proJects not meeting Tier 2 High Construction Threat Assessment Criteria . . . Tier 1 -Medium lnscection Threat Ass~ssment Criteria Q Project is located within the Buena Vista or Agua Hedionda l.,agoon watershed~· within or directly adjacent to an environmentally sensitive area (ESA) or discllarges directly fo. an ESA D Soil at site is moderately to highly erosive (defined as having a predominance ,of $6ils with USDA-NRCS Erosion factors kt greater than ot equal to 0.4) Medium D Site slope is 5 to 1 or steeper i'ier1 Cl Construction is initiated during the rainy season or will extend into the rainy season (Oct. f through April 30).. · Cl Owner/contractor received a Storm Water Notice of VioiatiOn'Within past two yel:lrs Cl Slte results in one half acre or more of soil disturbance Tier 1 -Low lns""ction Threat Assessment Criteria ·e 'J'l . All project$ not meeting Tier 1 Medium Construction· Threat Assessment Critetia Exempt -Not Applicable -Exempt .. .. .. . . -., .· .. ... ·--· *The city engineer may authonze minor vanances from the construction tbreat assessmenl cntena in special c1r.cumstances . where it can be shown that a lesser or higher amount of storm water c;omJ)lfance inspe<;tion ts w~manted in the opinion or 1fle cUy engineer Page1 of1 REV4/301.1Q ~' --~----~--_,.,_,,, ____ --~~ ---< ·~ «i~- ' ~; CfTY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Delielogment Services. land Dev~lopment.Engine~rjng 1635 Faraday Avenu.e 760·602-2750 W.WW .carlsbct!:ka.gov { INST~UCTIONS: J To address post-development pollutants that may be generated from development projects, tl;ie City r:equires th;)lt.new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management practices {BMP's) into the project design per the Ciw's Standard Urban Stormwater Management Plan (S.USMP). Tb vf~wihe SUS MP, refer to the Engineering standards (Volume 4, Chapter2) atwww.carlsbad~a·:<:fOv/standards, Initially this. questionnaire must be completed by the applicant in advance of submitting for a development application .(subdivision, discretionary permits and/or construction permits). The results of the que~tfonnaire· determine the level of· storm water standards that must be applied to a proposed development or redevelopment project. Depending on the .outcome, your project will either be subject to 'Standard Stormwater Requirements• or be subject to additional criteria caUed 'Priority Development Project Requirements'. Many aspects of .project site design are depent;ient upon the storm water standards applied to a project. · · · Your responses to the questionnaire represent an initial assessment of the proposed 'projec.t c-onditions ~nd impacts.·. City staff has responsibility for making the final assessment after submission ,of the deveropment application. If staff c{~fermines that the questionnaire was incorrectly filled out and is subject to more. stringent storm water $tandards,lh~n initially assessec;i by you, this will result in the return of the development application as. incomplete. :In this case, please make the changes to the questionnaire and resubmit to the City. · . . · . · · · . · . If .you are unsure about the meaning of a question or need help in determining how to respond to one, or more of the questions, please seek assistance from Land Developmentl;ngineering staff. · . ' · A separate completed .and signed questionnaire must be submitted for each new devetopmentapplicatfon submisl;,iori. Only one completed and signed questionnaire is required when multiple development applfc$tiornr.fot the same project· are submitted concurtently. In addition to this questionnaire, you must also complete, sign: a.nd submit a Project Threat Asses$ment Form with construction permits for the. project. , fiE1a$e start by. completihg Secticm 1 · and follow the instructions; When completec;f, s1ga ttie form <;1t the ~nd arid .sut,Jmlt thl$ with yqqrapplication to th.e city. · lSECTION1 , .. -~' ' •> -,, · Does yo1.1r proJect meet cne or more of the following criteria: ; YES no ,. 1. Housing subdivis'Jons of 10 or more dwelling units. Examples: single famlfy homes, multi-family homes, X. condominium and aoartments 2. . Commetciafr.:.. greater than 1-acre. Any development other than heavy Industry or resf(i~ntlal. Exampfesi ht?spltals~ · laboratories and other' medical facilities; educational institutions; recreational facilities; municipal facilities; commer<;ial' .A nurseries; multi-apartment buildings; car wash facilities; mini-malls and other b,1,1siness complex~s; she>ppjng mi;tlls: . hotels; office buildinas; oublicwarehouses; automotive dealershios: airfiefds; and other: liaht industrial facilities. 3, Heavy Industrial /Industry-greater than 1 acre. Examples; manufaciuring plants, food processing p1ants, metal )<,, working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4 •. Automotive repair shop. A facility categorized In any orte of Standard lridustri1;1l .Cla$Sificatie)n ($JC) codes ~01~; · 501'4, 5541. 7532 .. 7534, and7536"7539 . · · . ~x !>. Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary: tµnch couliter$' and refreshment stands selling prepared foods and drinks for immediate consumption (SfC code 5812), wner~ th~ X land are.a for development 1s greater than 5;000 square feet. Restaurants where land developmentls less tha.n· 5;00'0 square feet shall meet all SUSMP requirements ex~pt for structural treatment BMP and nqmeric sizing criteria requireme,ntsand hvdromodificatlon requirements. · . . . . --~- E-34 Page 1 of3 REV 1/14/11 STORM WATER STANDARDS QUESTIONNAIRE E-34' Developmen·t Services Land Development Engineerin·g .1635 Faraday :Avenµe 7pQ-6Q2--2750 www.carlsbpdta.gov 6.. Hillsfde development. Any development that creates more than 5,000 square feet of impervious sutface· and is 'A located in an-area with known erosive soil conditions. where the development will grade on any natural slope tt)at ,s ,twenty~five oercent (25%) or areater. . · . · _ 1. · .Environmentaily Sensitive Area (ESAJ1. All development located within or directly adjacent2 ~q or dischar.91ng. . directly5 to an ESA (where discharges from the development or redevelopment will enter receiving waters within !he )( ESA), which either creates 2,500 square feef or more of impervious surface on a proposed project site or increases . the.area of imoerviousness of a-orooosed oroiect site 10% or more.of its naturally occurrina cortdition. 8, Parking tot Area of 5,000· square feet or more, or With 15 or more parking spaces, and potentially expo~e"d to urban ?( runoff'· 9. Streets. roads, highways. and f[ttwayf. Any paved surface that is 5,000 square feet or greater used, for the X transportation of automobiles, trucks, motorcycles, and other vehicles · 10. ,Retail Gasoliae Outlet§.. Serving more than 100 vehicles per day and greater than 5,000 square feet -~· ,11. Coastaf. Development Zone. Any project located within 200 feet of the Pat;ific Ocean and (1) creates more fhan 2500 square feet of impervious surface or (2) increases impervious surface on property-by more than 10% .. ~ 12. More than 1•acre of dlJturbance. Project results in 1he disturbance of 1-acre or more ofli:ind-and Js constd.er¢d a X Pollutant-generating Develdpment Project4• . _ _ . . . . · .. 1 ,Environmentally Sensitive. .Areas fnciucle but are not lfmlted to all Clean Water Act Section 303(d} fmpaf!lla ~ter bodies; areas desfgn_ated -as Areas .or SpecT.it Biological Significance by the State Water Resources Control Board (,Water Quality Control Plan for the San Diego Basin .(1994) ~nd ~en4m¢ots); water bodtei,. designated with.the RARE beneficial use by the State Water Resources Control Board {Water Quality Contror Plan-for the ,$an· Dieg!H~~sln (i994} and ,amendments); areas.deslgn~ted as preserves. or their equivalent under the-MulU Species Conservatlon Program within the Cities-_and,·CoUOty-of Sim ·Dleg9;.-.aild ,my olfier equTvaliint environmenli!11y sensitive areas.which have peen fdenUfled by the Coperrnlttees. · . 2 'Dl(ectly adjacent' means-situated within 200 feet ofthe Environmentally Sensitive Ar.ea •. S'"Disch1;1rging directly. to• means oufflowfrom-a.dralnage conveyance system that Is composed entirely of llows ·from-·ti1.e subject,developmeilt or, redevelopment site,.and nqf commingled with flowfrom adjacent lands. · . _ -4-Pollutaot.gerierating Development Projects are thoS& .projects !hat generate pollutants-at levels greater ·man background levels, In general~ thei;e lilciude,all projects thatccon!rlb\rte to-an-exceedance to an impaired water body or which create new impervious surfaces greater tht!n .500"0 square,feet and/or·lntroduce new laildscapfng areas that.require routlne useof fertillze!S and pesticides. In most cases linear pathway projects thatare tor infrequent vehicle-use, such as emergency or. malnte.nance access, or for pedestrian ot bicycle use, are not conslqered Pollutant11eneraling Development Projects If they are built With· pervious surfaces .or-if they ·sheet" flow to surrqundlnjj peivlow~ surfaces. · · · INSTRUCTIONS: . Section 1 Resurts~ Jf 1ou 1;1nswered YES to ANY of the. questions above, ¥our proJect ls .subject to Priority Devef9pment Project requirery,ent~. Skip Section 2 and . please proceed to Section 3. Check the umeets PRIORITY DEVELOPMENT PROJECT requirements" bo){ in Section 3. Addilional stonn water, requirements will apply per the SUSMP. lf'yqu answered Ne to ,ALL oft~e questions ~bove, ttien please prq~~f,tg se.ction 2 and·folfgwthe. instructions. E-34 Page2of3 ~EV-1/14/11 STO:RM WATER STANDARDS QUESTIONNAIRE E-34 Devefoement service.s l;anp Development Engineering. 1635 Faraday Av.enue 760-602-,2750 www.carlsbadca.gov [sECTION2 . , · INST~UCTIONS: Complete the questions belowregarding your project YES NO 1. Project results in the-disturbance of 1-acre or more of land and is considered a Pollutant-generating Development ¾ Proiect *? .. ' INSTRUCTIONS: If you answered NO, please proceed to question 2. If you-an$wered Y.ES, then you ARE a significant redevelopment and you AR~ subject to PRLOR11¥ DEVELOPMENT PROJECT · ·requirements. Please ch.eek the "meets PRIORITY DEVELOPMENT PROJECT requirementsff boidn Section a below. :2. _ls.the project redeveloping an existing priority project type? (Priority projects are defined in. Section 1) -~ . •. INSTRUCTIONS: If .you answered YES, please proceed to question 3. lf:you answered NO, then you ARE NOT a significant redevelopment and your project is subjectto STANDARP STORMWATER REQUIREMENTS. Please check the "does not mee.t PDP requirements" box in Section 3 below. · ;3. Is the work limited to trenching and resurfacing associated With utility work; resurfacing and re90t1flguring stJlface parking, tots and existing roadways; new sidewalk; bike lane on existing road and/or routine mafntenance of damagei;I X pavement such as pothole repair? Resurfacing/reconfiguring parking Jots is where the work does not expose i.mderlying·sqil . during· construction. · · · INSTRUCTIONS: If you answered NO, then proceed to question 4; .. lfyou,answered YES. then you ARE NOT a significant redevelopment and your project is subject-to STANDARD S:r"01™WATER REQUIREMENTS. Please check the "does notmeet PDP reauirements" box in Section 3 below. · . 4; Will' your redevelopment project create, replace, or add at least 5,000 square feet of impf:lrvious stirface·s on existing :d.eveldped property or will your project tie located within 200 feet of the Pacific Ocean .ind (.1) create 2500:square ~et:or ; X more· of impervious surface or (2) increases impervious surface on the property by more than 10%? Replacement of .. exfsting impervious surfaces includes any activity that is not part of routine maintenance where impervious materii;il(s) are removed eXPosin!l underlying soil durina construction . . JNSTRUCTIONS: If you answered YES, you ARE a significant redeVefopment,· and you ARE subject to; PRIORlTY DEVELOPMENT ... PROJECT requirElments. Pl!:!ase check the "meets PRIORITY O$/ELOPMl;NT PROJECT requirements" lloi:c in S~qijon ? below. Review . SUSMP 1o find outif SUSMP requirements apply to your project envelope or the entire project site. · . · _ _ · : .ff you answered NO, then you ~RE NOT a significant redevelopment and your project.is subjet:tto STANDARQ,STO.RMWATER REQUIREMENTS. Please check. the "does not meet PDP requirements• box: In Section 3 below, ... .. *for·definitton-see footnote 4 on page 2 SECTIONS My project meets PRIORITY o~t:LOPMENT PROJECT (PDP) requirements and must comply with additional s,tormwater en.terr~ per the SUS MP and I understand I must prepare a Storm Water Management Plan· for suomittaf aUime ot application·. I Under$tand flow control {hydromodification) requirements may apply to my project. Referto SUSMP fordetail.s. . . · · X My project does not meet PDP requirements and must only comply with STANDARD STORMWATER-REQl,J)REMENTS. pet the SUSMP. As art of these r uirements, I will lnco orate low im act develo ment strate les:fhrou hout m :· nf eel. · . . Applicant Information and Si9nature Box Acfdress, A~e~or's Parcel Number(s}: . . '202-{10 -,Zf?) . NO AppllcantName: Applicant Title: Applicant Signature: Date: E-34 Page3"of3 «~}~ ~ CITY OF PLANNING DIVISION BUILDING PLAN CHECK APPROVAL CARLSBAD P-29 DATE: 11-21-12 PROJECT NAME: PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.r;ov PLAN CHECK NO: CB 12-2479 SET#: 1ADDRESS: 1890 Rutherford Rd APN: 212-120-21 IZJ This plan check review is complete and has been APPROVED by the Planning Division. · By: Chris Sexton . A Final Inspection by the Planning Division is required D Yes [SJ No You may also have corrections from one or more of the divisions listed below. Approval fro·m these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan·check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required.· Plan Check APPROVAL has been sent to: dboyd@fpbarch.com For questions. or clarifications on the attached checklist please contact the following reviewer as marked: D D D P~ANN·ING ENGINEERING .. FIR,E PRl;VENTION .. 760-602-4610 760-602-2750 · 760-602~4665' .. .' . . .. • S ~ V . Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Lihda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: No change in use, new mechanical is screened, equipment yard is screened. .. «~ ~ CITY OF CARLSBAD PLAN CHECK RE·VIEW: TRANSMITTAL i>ATE:. 03/07/~013 PROJECT NAME: GENOPTIX PLAN CHECK NO: 4 SET#: 1 ADDRESS: 1890 RUTHERFOR.D RD ~UDLDING DEP'T .. ~ltv & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECTID:CB122479 APN: . ~ This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is required· ~ Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: FPBA · You may also have corrections from one or more -of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should Include corrections from all divisions. for questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca;gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: SEE ATTACHED D Kathleen L;· . .rence 760-602-2 . · Kathleen.Lawrence@carl adca.gov D D Linda·ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov [g] Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov .D Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov D Domin·ic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Carlsbad Fire Department · Plan Review Date of Report: Name: Address: Permit#: Job Name: Job Address: Requirements Category: Tl , INDUST 03-07-2013 FERGUSON PAPE BALDWIN ARCHITECTS STE 300 4499 RUFFIN RD SAN DIEGO CA 92123 CB122479 GENOPTIX -41,514 Sq. Foot Tl 1890 RUTHERFORD RD CBAD Please review carefully all comments attached. CITY OF CARLSBAD. FIRE DEPARTMENT -APPROVED: ~LWLD.ING DEP"'f .. COPY Reviewed by: 9'. ~~ THIS PROJECT HAS BEEN REVIEWED AND APPROVED-FOR TH~ PURPOSl:S OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICAB~E REGl,JLATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF.ANY LAW. No Interior Photometric plan was ·submitted so determining the interior emergency and Means of Egress Illumination is not possible. H·owever at or prior to Final Fire and Building inspection an Emergen·cy lighting facilities test shall be conducted by CFD personnel during pre-dawn or dusk. hours when ambient light is at 0.00 Lux or 0.0 Foot-candle. This test shall l;>e conducted to test the initial loss of power reading of illumination that is at least an average of 1 foot candle (11 lux) and a minimum of 0.1 foot-candle (1 lux) measured along the path·of egress at the floor level. And tested after GO-minutes to 0.6 fc (6 lux). Failure to provide sufficient lighting in egress aisles, corridors, exit -enclosures, exit passageways and stair enclosures is the AOR's responsibility. CFC Ch. 10, Sec. 1006. Per CFC Chapter 1, Section 105 Permit~; at time of or prior to Final Inspection the owner/occupant shall have made application and paid all fees for the following Operational Permits: 1. Flammable Liquids 2. Unstable Reactive Solids 3 3. Highly Toxic Solids You are encouraged to contact our office for additional information. Entry: 03/07/2013 By: GR Action: AP BLDG. DEPT COPY Page 1 of 7 RECOMMENDED 'FOR APPROVAL WITH NOTE Note: Slip Sheet M1.1 Daryl K. James & Associates, Inc. '205 Colina Terrace Vista, CA 92084 T. {760} 124.;7001 Email: kitfire@sbcglobal.net Checked by: Daryl Kit James Date: ,February 26, 2012 APPLICANT: David Boyd PROJECT NAME: Genoptix JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 18'90 Rutherford Rd. Ste 100 ' ' PROJECT DESCRIPTION: CB122479 Architectural 1.Demo of existing labs, offices, select restrooms and entry walkway/accessible parking. 2. Construction of new labs, office area, select restrooms, new entry canopy., new mechanical enclosure. Area of work 41,57 4C!J This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsb~d Fire Department applicable to the scope of work. COMMENTS -Generated from responses to plan check set2. ill ' v'Code Information Partial List of Applicable Standards Provide current editions to the following standards: NFPA 13-2010 , NFPA 14-2007 NFPA 24-2010 NFPA 72 -2010 NFPA 253 -2006 v'Project Scope Architectural-Clarify'extentof improvements to existing labs· in both control areas. v'Project Information Number of Stories: 2 stories are shown. Please clarify the reference to a mezzanine on Sheet T1 .6. Show mezzanine and bridge on Sheet A5.1 Building Sections. Total Area of Work: There appears to be· a discrepancy between the total area of work, Floor Area Analysis and Project Scope, please clarify and/or revise. v'Buil_ding Data , #10. Verify "Non-Separated" (See Separated Occupancy Calculation ,cBC 508.4.2 on this sheet) v'Remove Deferred Approval: (blank). Required. in_formation i$ noted under Deferred Submittals, Life Safety Requirements and T1 .2. v'Structural Requirements Verify that the contents of Notes are applicable to structural requirements. v'Fire Notes Verify that the contents of Notes are applicable to Fire Code requirements. t/ Electrical Requirements Revise note 2. t/Sheet Index Page 2 of7 Provide Finish Plans to identify and evaluate materials utilized as interior floor, wall and ceiling finishes and decorative materials or list as a deferred submittal on Sheet T1 .1. Revise M1.5 and M4.1.2 T1.2 t/D. Fire Protection General 1. Revise CFC reference to the applicable Chapter 14 sections. t/ArchitectU:ral Legend Include all symbols shown throughout plan check set floor plans. Legend shows hexagon with number inside as a symbol for glazing, but this symbol appears on the floor plans for other than glazing locations. Please clarify. T1 .. 4 t/Provide Key Note Legend. t/KeyNote 8. Revise detail reference to 7/A1.3 t/Verify that entry enhancement and the location of the New Mechanical Enclosure will not alter previously approved fire access roads, hydrants, PIV, FDC and Knox key box locations. t/lli t/ First Floor Exiting Plan Verify that storage areas designated as S-2 are actually S-2 and not S-1. See Floor Area Analysis (S-1) Sheet T1 .1. Occupancy separation is required between S-2 and adjacent occupancy groups. Floor plans show storage areas as incidental accessory use areas. Please clarify mixed use or incidental accessory use. If incidental use please address CBC 508.2.5 requirements. Denote the occupancy group, area size, occupant load factor and occupant load for S/R Area 1900. · Revise the occupant load in 1901. Verify occupant load factor. Clearly label all stairways on Exiting Plans. Clarify if the cumulative. occupant load denoted includes the occupant load of the lobby. Show how the means of egress from the lobby is sized for the cumulative occupant load of the adjacent spaces that must travel through the lobby to reach an exit. Provide the total cumulative occupant load for first floor and. for the second floor (mezzanine?) and revise required width of exits and actual width provided. t/T1.6 Label 1700C, 1700D, 1900 & 191 O to match room/area labels and numbers shown on floor plans throughout the plan check set. t/ ADA Repair Plan Verify that ADA repairs do not alter previously approved fire access roads, hydrants, PIV, FDC and Knox key box locations and emergency responder access. See T1 .4 comments. t/A2.0 Renovation General Notes Verify references sheets and details. See Notes 13-15. A2.1N ·& A2.1S t/Wall Type Schedule Match symbols on Floor Plan to Wall Type Series. Page 3 of7 Add symbols and/or Key Notes .for the followlng (+), (-), hexagon and all other symbols shown on plans See T1 .2 Architectural Legend comment. · Provide detail. references for·all Wall Types. It appears that doors in rated rooms are not rated. Please justify. _N/A Mechanical Room 1905, Server Room 1902 and. f=lectrical'Room 1.995 and SIR 1900 appear to be inci.dental use areas. Specify mixed use (occupancy group) or incidental accessory use . . Clarify ir-icidental accessory use areas. CBC 508.2.5. Areas shown as incidental accessory use on these sheets are shown as S-2 occupancies on Sheet T1 .5 . See Floor Area Analysis (S-1) Sheet T1 .1. Separation between S-1 arid Group Bis not required per CBC Table 509. Are Server Room and Electrical room incidental accessory use areas? If so, a9dress CBC 508.2.5 requirements: If not, address CBC Table 508.4. See comments on Sheet T1 .5 Provide symbol for smoke resistant walls on Wall Legend with a reference to details, if applicable. All rooms or areas, required in CBC Table 508.2.5 mu~t be of.smoke resistant construction, and comply · with the construction requirements of CBC 508.2.5.2. . Provide a door number on exterior door to Large Conference Room 1600 and include on Door Schedule. Door Eliminated. v'Floor Plans Provide an oqcupant load sign in Lunch/Break Room 1985 and Large Conference Room 1600. CBC 1004.3. It appears that P-1 has not been added to KeyNote Legend, nor added to the floor plan. Denote types and locations of fire .extinguishers. Add fire extinguishers to reduce the travel distance to 75 ft. in Hallways 1023, 1022, 1020 and 1003. Fire Extinguishers shall be conspicuously located along normal paths of travel where. they will .be readily' accessible and immediately available in the even~ of a fire. CFC 906. Denote Roof Access or refer to mechanical plan. CMC 904.10. Describe storage conditions in .designated storage/shipping and receiving areas including, but not limited to,. storage items, storage configurations and layout, such as racks, shelf storage, pallets, maximum height to the top of ~torage and roof deck height. The following comments are applicable to all areas or rooms labeled as S/R, W/H or storage. Although Genoptix will be storing up to 8 feet, the storage of plastic commodities, where the top of storage exceeds a height of 5 feet from the floor,.is subject tospecific fire protection requirements. Please have Occupational Services, Inc. address this in the Technical Report; OR list as a deferred submittal on Sheet T1 .1; · · OR provide a note on Sheets A2.1 N & A2.1 S stating: plastic commodities will be stored where the top of storage does not exceed 5 feet in height. v~ Door: Schedule Add SM to Ooors 1900, 1902, 1995, Hardware Set and to all other doors in accessory-incidental use rooms/areas. CBC 508.2.5.2. Coordinate all doors required to be rated with floor plan. An Example is Door 1905. Add PH to Doors 1031, 1036, 1985-and 1990 and to all other doors applicable to the requirements set forth in CBC 1008.1.10. . Hardware General Notes . Note 8. Provide a reference to electrical ·sheets specific to power connections to card readers/electric hardware. Refiected Ceiling Plans A3.1 N, A3.1 S, A3.2N, A3.2S Ceiling Plan Legend Exit Sign -Clarify why the exit sign symbol il~ not shown on the plan. Revise reference to details. Provide references to Electrical Lighting Plans specific to means of egress illumination and exit sign locations. CBC 1006 & 1011. Match symbols on the Ceiling Legend to floor plans. Provide additional symbols for all ceiling types shown on floor plans. A5.1 v'Delineate mezzanine location. See T1. 1 and T1 .6 comments. v'A6.3 Please clarify if the lobby is an atrium. ii Lab ·Furnishing Plans (Typical} Label all sheets according to N or S. v'M1.1 Revise the Following Notes: General Note 5 Mechanical Plan Check Notes 2,3, 7 & 8. Fume Hood Exhaust Note ·10 v'M1.3 F·ume Hood Schedule Fill in Hazardous Materials Report Page and Date. Provide manufacturer's cut sheets wit'1 listings for ·fume hoods. Not provided by owner. Mechanical Plans (Typical} Verify Sheet Notes and General Notes are complete and applicable to plans. Show smoke/fire dampers where ducts penetrate fire-rated walls and provide details. v Address CMC Chapter 11 (Refrigeration), if applicable. (See Tech Report) v'M4.1.8 General Notes Notes 1-4. Revise references to details. Floor -Piping Plan CAV is not shown as an existing unit. Show CAV unit on schedule. 48 v' M4.2'. 1 & M4.2.2 v'Mechanical Roof Plans (Typical} Page 4 of7 Imprint Carlsbad Policy 80-6 to roof plan. Provide a note that Intent B (Fireman Safety) will be provided and maintained on roof with new equipment and will be subject to review and approval by the Carlsbad Fire Dept. v'P1.2 An LN2 system is listed as per owner requirements on Sheet P1 .2 under the Plumbing Equipment Schedule. Please verify that this is a system, as defined in the CFC, and coordinate drawings and notes with Technical Report Hazardous Materials Summary. v'P6.2 Provide details for Gas Water Heaters 1 & 2. v'Electrical Lighting Plans General Coordinate exit door and exit sign locations and means of egress illumination, w'ith all paths of egress shown on T1 .5 Exiting Plan. As an example, see the path of egress from Large Conference Room 1600 to Page 5 of7 · the exit discharge. Directional signs show egress through Lobby 1610. T1 .5 does not show egress through . Lobby 1610. Rem<?ve directional arrows to Lobby 1610. · · · . CLARIFICATION Provide means of egress illumination throughout the Means of Egress System, Which consists of the Exit .Access, Exit and Exit Discharge. Exit access areas, include but are riot limited to, Lobby 1610. The exit access is that portion of the m!3ans of egress system that consists of all floor areas that lead from usable . spaces within the building to the exit or exits s·erving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit di.scharge or public way. v' Electrical ·Power Plans Show electrical ·connection to card readers/electric hardware on power plans. v'E1.3 Lighting General Notes Add the following note: Means of egress illumination level shall be not less than1-footcandle at the walking surface v'E5.1.A Add an exit sign at Door 1.985A. v'ES.·1.8 See A.2.1 N and add doors and exit signs in Large Conference Room 1600 to plan. Clarify the need for an exit sign in WH Room 1400 grid line 1 between E-F. Although the exit sign was provided per original building design, there does not appear to be an exit door at this location. Please remove the exit sign~ Provide means.of egress illumination in Lobby 1610, Tech Room 1750 and all occupied rooms and spaces. Response to EsGil Comment #1 under Electrical (2010 California Electrical Code) is incorrect. The requ!rement for means of egress illum_ination is applicable to rooms and spaces, regardless of the occupant load. The requirement for an emergency electrical system is applicable to rooms & spaces where two or more exits are required. · · v'E5.2.A Provide means of egress illumination in all occupied rooms and spaces. vE5.2.B Justify the omission of means of egress emergency lighting in Stairways S3 and S4. v.511cl Label this sheet as Detail Sheet 3. HAZARDOUS MATERIALS TECHNICAL REPORT REVISEO 12-19-2012. Provide a written correction after each of the following comments, written in blue font, on Page 7 of 7 of this plan check document. Page4 v'Section 1.5. Verify that there will be no changes to the storage use and handling of hazardous materials in Control Area 1.1. See Lab Furnishing Plans. Rewrite text in order to clarify area changes specific to hazardous materials is limited to Control Area 1.2 (23,666 ft2). See Project Scope and Floor Area Analysis on Sheet T1. v Section 1. 7 See Sheet A2.1 S and verify that Control Area 1.1 is not a part of this tenant improvement. Page 6 of7 If changes are proposed to the storage, use and handling of hazardous materials in Control Area 1.1 revise Attachment 2.1 to address Project Scope. and Floor Area Analysis on Sheet T1 and Control Area 1.1. t/Page 5 . Section 2. Business Plan shall be provided to the Carlsbad Fire Department as a condition of approval of this permit. Please revise text and provide a Business Plan. Renumber sections on this page. Section 2 appears twice. Provide Chemical Inventory and Hazard Classification Table, Physical Hazard (MAQ) Summary Totals and Health Hazard (MAQ) Tables for Control Area 1.1, if there are changes to previously approved conditions in this control area. See Page 4 comments. t/Page 6 Table 1 Shows Mothers' Room as a Lab. Please revise. Page 10 t/Section 8. Address Bulking and Dispensing Area Locations in Control Area 1.1, if applicable. See Page 4 comments. t/Page 15 & 16 . Section c. Justify the following: The majority of the work involving Class I, II or Ill-A liquids will be performed in chemical fume hoods, not in open laboratories. How are flammable vapors or spills mitigated outside of a chemical fume hood? t/Section d. Input Specific Gravity, Vapor Density and LEL for Xylenes into Required CFM Calculation. t/Page 23 Revise quantity in storage of Class II Combustible Liquids. See Pages 6 & 27. t/Page 24 Revise quantity in storage of Class I-B Flammable Liquids. See Pages 5, 8 & 28. t/Page 26 Revise quantlty in storage of Corr~sive Liquids. See Page 9 & 27. t/C02 and LN2 Requirements t/lnformation provided in the report and on the plumbing plans remains vague. Where compliance with all applicable sections in CFC Chapters 30 and 32 are not detailed on plumbing sheets, show compliance in the report specific to Genoptix operations . . t/ Specify the design, construction and support of the tank. CFC 3203.1.1.1. v' Provide tank specifications including cut sheets and listings. v' Describe the process of using the tank specific to Genoptix operations. Clarify the reference to CFC Chapter 22. v' An LN2 system is listed as per owner requirements on Sheet P1 .2 under the Plumbing Equipment Schedule v'Verify that LN2 is a system as indicated on P1 .2. There does not apP,ear to be an LN2 system on Sheet P6.1. v'Specify how the Airgas Liquid Nitrogen System complies with all applicable sections in CFC Chapter 30 & 32 including but not limited to the following· and coordinate with plan check set. v' Specify foundation and supports for LN2 tank. ... Page 7 of7 vldentify where markings are provided .for the areas in whi.ch materials are stored, to emergency shutoff valves for emergency responders. CFC 3203.4 .. vindicate the locations of placards or signs providing room use and description, in accordance with NFPA 704. CFC 3203.4.1 .IDemons~rate the compliance with identification of the contents of containers, container connections, (piping systems) and emergency shutoff valves in accordance with CFC 3203.4.2 & CFC 3204.4.3, CFC 3204.4.4 & CFC 3204.4.6. v'Demonstrate compliance with Electrical wiring and equipment. CFC Section 3203.6 v Specify how LN2 and CO2 system complies with all applicable· CFC Chapter 30 sections. End of Comments Page 1 of7 Plan Check Comments f LDG. DEPT Copy Daryl K. J~mes & Associates, Inc. 205 ColintJ Terrace . Vista, CA 92084 T. (760}"724-7001 Email: kitfire@sbcglobal.net Checked by: Daryl Kit James Date: February 22, 2012 APPLICANT: David Boyd PROJECT NAME: Genoptix JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: ·1890 Rutherford Rd. Ste 100 PROJECT DESCRIPTION: CB122479 Architectural 1.Demo of existing labs, offices, select restrooms and entry walkway/accessible parking. 2. Construction of new labs, office area, select restrooms, new entry canopy, new mechanical enclosure. Area ofwork41,574[!] This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department ~pplicable to the scope of work. INSTRUCTIONS 1. Respond to all of the plan check comments, including -MEP and Hazardous Materials Technical Report, by providing a written correction that follows each comment on this Plan Check . Comments document. 2. All corrections or modifications to the-plans must be clouded and provided with numbered deltas and revision dates on applicable sheets throughout the plan check set. 3. Denote Fire Dep8:rtment revisions onto the Building [)epartment plan check set. 4. Denote Building Department revisions onto-the Fire Department Plan Check-Set and in the Hazardous Materi~ls Technical Report. 5. Send a .copy of Building Department (EsGil) comments as soon as available. 6. Direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net 7. -ONE COMPLETE, REVISED PLAN CHECK SET MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS, NO SIGNATURE REQUIRED, TO AVOID DELAY IN EXPEDITED PLAN CHECK SERVICES. . DARYL K. JAMES &ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 COMMENTS -Generated from responses to plan check set 2. T1.1 t/Code Information Partial List of Applicable Standards Provide current editions to the following sta_ndards: NFPA 13-2010 NFPA 14-2007 NFPA 24 -2010 NFPA 72 -2010 NFPA 253-2006 vProject Scope Architectural-Clarify extent of improvements to existing labs in both control areas. vProject Information Page2 of7 Number of Stories: 2 stories are shown. Please clarify the reference to a mezzanine on Sheet T1 .6. Show mezzanine and bridge on Sheet A5.1 Building Sections. Total Area of Work: There appears to be a discrepancy between the total area of work, Floor Area Analysis and Project Scope, please clarify and/or revise. vBuilding Data #10. Verify "Non-Separated" (See Separated Occupancy Calculation (CBC 508.4.2 on this sheet) vRemove Deferred Approval: (blank). Required information is noted under Deferred Submittals, Life Safety Requirements and T1 .2. · vStructural Requirements Verify that the contents of Notes are applicable to structural requirements. vFire Notes Verify that the contents of Notes are applicable to Fire Code requirements. vElectrical Requirements Revise note 2. vSheet Index . Provide Finish Plans to identify and evaluate materials utilized as interior floor, wall and ceiling finishes and decorative materials or list as a deferred submittal on Sheet T1 .1. Revise M1 .5 and M4.1.2 T1.2 vD. Fire Protection General . 1. Revise CFC reference to the applicable Chapter 14 sections. v Architectural Legend Include all symbols shown throughout plan check set floor plans. Legend. shows hexagon with number inside as a symbol for glazing, but this symbol appears on the floor plans for other than glazing locations. Please clarify. T1.4 vProvide Key Note Legend. vKeyNote 8. Revise detail reference to 7/A1.3 vVerify that entry enhancement and the location of the _New Mechanical Enclosure will not alter previously approved fire access roads, hydrants, PIV, FOO.and Knox key box locations. vT1.5 vFirst Floor Exiting Plan Verify that storage areas designated as S-2 are actually S-2 and not S-1. See Floor Are~ Analysis (S-1) Sheet T1 .1. Occupancy separation is required between S-2 and adjacent occupancy groups. Floor plans Page3 of7 · show storage areas as incidental accessory use areas. Please clarify mixed use or incidental accessory use. If incidental use please address CBC 508.2.5 requirements. Denote the occupancy group; area size, occupant load factor and occupant load for S/R Area 1900. Revise the occupant load in 1901. Verify occupant load factor, Clearly label· all stairways on Exiting Plans. . Clarify if the cumulative occupant load denoted includes the occupant load of the lobby. Show how the means of egress from the lobby is sized for the cumulative occupant load of the adjacent spaces that must travel through the lobby to· reach an exit. Provide the total cumulative occupant load for first floor and for _the second floor (mezzanine?) and revise required width of exits and actual width provided. · tlT1.6 Label 1700C, 1700D; 1900 & 1910 to match room/area labels and. numbers shown on floor plans throughout the plan check set. ti ADA Repair Plan . _ Verify that ADA repairs do not alter previously approved fire access roads, hydrants, PIV, FDC and Knox key box locations and emergency responder access. See T1 .4 comments. · t1A2.0 Renovation General Notes -Verify references sheets and details. See Notes 13-15. A2.1 N & A2.1.S lf'Wall Type Schedule Match symbols on Fl.oar Plan to Wall Type Series. Add symbols. and/or Key Notes for the following (+), (-), hexagon and all other symbols shown on plans See T1 .2 Architectural Legend comment. Provide det_ail references for all Wall Types. It appears that doors in rated rooms are not rated. Please justify. N/A Mechanical Room 1905, Server Room 1902 and Electrical Room 1995 and S/R 1900 appear to be incidental use areas. ·specify mixed use (occupancy group) or incidental accessory use. Clarify incidental accessory use areas. CBC 508.2.5. Areas shown as incidental accessory use on these sheets are shown as S-2 occupancies on Sheet T1 .5 . See Floor Area Analysis (S-1) Sheet T1 .1. Separation between S-1 and GrolJp Bis not required per CBC Table 509. Are Server Room and Electrical room incidental accessory use areas? ·If so, address CBC 508.2.5 requirements. If not, address CBC Table 508-.4. See comments on Sheet T1 .5 · · Provide symbol for smoke resistant walls on Wall Legend with a reference to details, if applicable. All rooms or areas, required in CBC Table 508.2.5 must .be of smoke resistant construction, and comply with the construction requirements of CBC 508.2.5.2. Provide a door number on exterior door to Large Conference Room 1600 and include on Door Schedule. Door Eliminated. tl'Floor Plans Provide an occupant load sign in Lunch/Break Room 1985 ahd Large Conference Room 1600. CBC 1004.3. It appears that P-1 has not been added to KeyNote Legend, nor added to the floor plan. Denote types and locations of fire extinguishers. Add fire extinguishers to reduce the travel distance to 75 ft. in Hallways 1023, 1022, 1020 and 1003. Fire Extinguishers shall -be conspicuously located along normal paths of travel where they will be readily accessible and immediately available in the event of a fire. CFC 906. Denote Roof Access or refer to mechanical plan. CMC 904.10. Describe storage conditions -in designated storage/shipping .and receiving areas including, but not limited to., storage items, storage configurations and layout, such as racks, shelf storage, pallets, niaximum height to the top of storage and roof deck height. The following comments are applicable to all areas or rooms labeled as S/R, W/H or storage. Page 4 of7 Although Genoptix will be storing up to 8 feet, the storage of plastic commodities, where the top of storage exceeds a height of 5 feet from the floor, is subject to specific fire protection requirements. Please have Occupational Services, Inc. address this in the Technical Report; OR list as a deferred submittal on Sheet T1 .1; OR provide a note on. Sheets A2.1 N & A2.1 S stating: plastic commodities will be stored where the top of storage does not exceed 5 feet in height. t/A2.6 Door Schedule Add SM to Doors 1900, 1902, 1995, Hardware Set and to all other doors in accessory-incidental use rooms/areas. CBC 508.2.5.2. · Coordinate all doors required _to be rated with floor plan. An !=xample is Door 1905. Add PH to Doors 1031, 1036, 1985 and 1990 and to all other doors applicable to the requirements set forth in CBC 1008.1.10. Hardware General Notes Note 8. Provide a reference to· electrical sheets specific to power connections to card readers/electric hardware. Reflected Ceiling Plans A3.1N, A3.1S, A3.2N, A3.2S. Ceiling Pl;in Legend Exit Sign -Clarify why the exit sign symbol is not shown on the plan. Revise reference to details. Provide references to Electrical Lighting Plans specific to means of egress illumination and exit sign locations. CBC 1006 & 1011. Match symbols on the ·ceiling Legend to floor plans. Provide additional symbols for all ceiling types shown on floor plans. A5.1 t/Delineate mezzanine location. See T1 ._1 and T1 .6 comments. t/A6.3 Piease clarify if the lobby is an atrium. t/Lab Furnishing Plans {Typical} Label all sheets according to N or S . .M.1.:.1 · Revise the Following Notes: General Note 5 Mechanical Plan Check Notes 2,3, 7 & 8. Fume Hood Exhaust Note 10 t/M1.3 Fume Hood Schedule Fill in Hazardous Materials Report Page and Date. Provide manufacturer's cut sheets with listings for fume hoods. Not provided by owner. Mechanical Plans {Typical} . Verify Sheet Notes and General Notes are complete and applicable to plans. Show smoke/fire dampers where ducts penetrate fire-rated walls and provide details. t/ Address CMC Chapter 11 (Refrigeration), if applicable. (See Tech Report) t/M4.1.8 ·General Notes Notes 1-4. Revise references to details. Floo·r -Piping Plan CAV is not shown as an existing -unit. Show CAV unit on schedule. 48 t/ M4.2.1 & M4.2.2 t/Mechanical Roof Plans· (Typical) .Page 5 of7 Imprint Carlsbad Policy 80-6 to roof plan. Provide a note that Intent B (Fireman Safety) will be provided and maintained on roof with new equipment and will be subject to review and approval by the Carlsbad Fire Dept. P1~2 An LN2 system is listed as per owner requirements on Sheet P1 .2 under the Plumbing Equipment Schedule. Please verify that this .is a system, as defined in the CFC, and coordinate drawings and notes with Technical Report Hazardous Materials Summary. v'P6.2 Provide details for Gas Water Heaters 1 & 2. t/Electricai Lighting Plans General . Coordinate exit door and exit sign locations and means of egress illumination, with all paths of egress shown on T1 .5 Exiting Plan. As ah example, see the path of egress from Large Conference Room 1600 to the exit discharge. Directional signs show egress through Lobby 1610. T1 .5 does not show egress through Lobby 1610. Remove directional arrows to Lobby 1610. CLARIFICATION Provide mean·s of egress illumination throughout the Means of Egress System, which consists of the Exit Access,· Exit and Exit Oischarge. Exit access areas, include but are not limited to, Lobby 1610. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving. that floor area. Exit access begins at the furthest points Within each room pr space and ends at the entrance to the exit, that portion of ttie means of egress system: between the exit.access and the exit discharge or public way. t/Electrical Power Plans Show electrical connection to card readers/electric hardware on power plans. t/E1.3 Lighting General Notes Add the following note: Means-of egress illumination level shall 'be not less than1-foot candle at the walking surface t/E5.1.A Add an exit sign at Door 1985A. t/E5.1.B See A2.1 N and. add doors and exit signs in Large Conference Room 1600 to plan. Clarify the need for an exit sign in WH Room 1400 grid line 1 between E-F. Although the exit sign was provided per original building design, there does not appear to be an exit door at this location. Please remove the exit ~ign-. · · · Provide means of egress illumination in Lobby 1.610, Tech Room 1750 and all occupied rooms and spaces. Response to EsGil Comment #1 under Electrical (2010 California Electrical Code) is incorrect.· Page 6 of7 The requirement for means of egress illumination is applicable to rooms and spaces, regardless of the occupant load. The requirement for an emergency electrical system is applicable to rooms & spaces where two or more exits are required. t/E5.2.A Provide means of egress illumination in all occupied rooms and spaces. t/E5.2.B Justify the omission of means of egress emergency lighting in Stairways S3 and S4. t/E11.3 Label this sheet as Detail Sheet 3. HAZARDOUS MATERIALS TECHNICAL REPORT REVISED 12-19-2012. Provide a written correction after each of the following comments, written in blue font, on Page 7 of 7 of this plan check document. Page4 t/Section 1.5. Verify that there will be no changes to the storage use and handling of hazardous materials in Control Area 1.1. See Lab Furnishing Plans. · Rewrite text in. order to clarify area changes specific to hazardous materials is limited to Control Area 1.2 (23,666 ft2). See Project Scope and Floor Area Analysis on Sheet T1. t/ Section 1. 7 See Sheet A2.1 S and verify that Control Area 1.1 is not a part of this tenant improvemen~. If-changes are proposed to the storage, use and handling of hazardous materials in Control Area 1.1 revise Attachment 2.1 to address Project Scope and Floor Area Analysis on Sheet T1 and Control Area 1.1. t/Page 5 . Section 2. Business Plan shall be provided to the Carlsbad Fire -Oepartment as a condition of approval of this permit. Please revise text and provide a Business Plan. Renumber sections on this page. Section 2 appears twice. Provide Chemical Inventory and Hazard Classification.Table, Physical Hazard (MAQ) Summary Totals and Health Hazard (MAQ) Tables for Control Area 1.1, if there are changes to previously approved conditions in this control area. See Page 4 comments. t/Page 6 _ Table 1 Shows Mothers' Room as a Lab. Please revise. Page 10 t/Section 8. Address Bulking and Dispensing Area Locations in Control Area 1.1, if applicable. See Page 4 comments. t/Page 15 & 16 Section c. Justify the following: The majority of the work involving Class I, II or Ill-A liquids will be performed in chemical fume hoods, not in open laboratories. How are flammable vapors or spills mitigated outside of a chemical fume hood? t/Section d. Input Specific Gravity, Vapor Density and LEL for Xylenes into Required CFM Calculation. t/Page 23 Revise quantity in storage of Class II Comb~stible Liquids. See Pages 6 & 27. Page 7 of7 v'Page 24 · Revise quantity in storage of Class 1-B Flammable Liquids. See Pages 5, 8 & 28. v'Page 26 Revise quantity in storage of Corrosive Liquids .. See Page 9 & 27. CO2 and LN2 Requirements Information provided in the report and on the plumbing plans remains vague. Where compliance with all applicable sections in CFC Chapters 30 and 32 are not detailed· on plumbing sheets, show compliance in -the report specific to Genoptix operations. Specify the design, construction and support of the tank~ CFC 3203.1 ~1.1. Provide tank specifications including cut sheets and listi~gs. Describe the process of using the tank specific to Genoptix ope~ations. ,Clarify the reference to CFC Chapter 22. · A1.1 LN2 system is listed as per owner requirements on Sheet P1 .2 under the Plumbing Equipment · Schedule · · Verify that LN2. is a system as indicated on P1 .2. There does not appear to be an LN2 system on Sheet P.6.1. Specify how the Airgas Liquid Nitrogen System complies with all applicable sections in CFC Chapter 30 & 32 including but not limited to the following and coordinate with plan check set. Specify foundation and supports for LN2 tank. Identify where markings are provided for the areas in which materials are stored, to emergency shutoff valves for emergency responders. CFC 3203.4 Indicate the locations of placards or signs providing rc;,om use and description, in accordance with NFPA 704. CFC 3203.4.1 Demonstrate the compliance with identification of the contents of containers, container connections, (piping systems) and emergency shutoff valves in accordance with CFC 3203.4.2 & CFC 3204.4,3, CFC 3204.4.4 & CFC 3204.4.6. Demonstrate compliance with Electrical wiring and equipment. CFC Section 3203.6 · Specify how ·LN2 and CO2 system complies with all applicable CFC Chapter 30 sections. BLDG. DEPT COPY Page 1 of 6 Plan Check Comments 2 Daty/ K. James cTi Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: David 'Boyd PROJECT NAME: Genoptix Checked by: Daryl Kit James Date: February 8, 2012 JURISDICTION: Carlsbad Fire Department PROJECT·ADDRESS: 1890 Rutherford Rd. Ste 100 PROJECT. DESCRIPTION: CB122479 Architectural 1.Demo of existing labs, offices, select restrooms and entry walkway/accessible parking. 2. Construction of new labs, office area, select restrooms, new entry canopy, .new mechanical enclosure. Area of work 41,57 4[!] This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work.. · it=J'S"FRLJGTION~ 1. Respond to all of the plan check comments, including MEP and Hazardous Materials Technical Report, by providing ~ written correction · that follows each comment on this Plan Check Comments document. · · 2. All corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates on applicable sheets throughout the plan check set. 3. Denote Fire Department revisions on to the Building _Department plan check set. 4. Send a copy of Bui'lding Department (EsG'n) comments as soon as available. 5. Direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net 6. ONE COMPLETE, REVISED PLAN CHECK SET MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS, NO SIGNATURE REQUIRED, TO AVOID DELAY IN EXPEDITED PLAN CHECK SERVICES. · . DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 COMMENTS · T1.1 ll'Code Information Partial J,.ist of Applicable Standards Provide current editions to th.e following standards: NFPA 13-2010 NFPA 14 -2007 NFPA 24-2010 NFPA 72 -2010 NFPA 253-2006 Pagel of6 v Project Scope Architectural-Clarify extent of improvements to existing labs in both control areas. vProject Information Number of Stories: 2 stories are shown. Please clarify the reference to a mezzanin~ on Sheet T1 .6. Show mezzanine and br:idge on Sheet A5.1 Building Sections. Total Area of Work: There appears to be a discrepancy between the total area of work, Floor Area Analysis and Project Scope, please clarify and/or revise. Building Data #1 o. Verify "Non-Separated" (See Separated Occupancy Calculation (CBC 508.4.2 on this $heat) vRemove Deferred Approval: (blank). Required information is noted under Deferred Submittals, Life Safety Requir~ments and T1 .2. I/Structural Requirements Verify that the contents of Notes are applicable to structural requirements. vFire Notes Verify that the contents of Notes are applicable to Fire Code requirements. vElectrical Requirements Revise note 2. vSheet Index Provide Finish Plans to identify and evaluate materials util_ized as interior floor, wall and cei_Ung finishes and decorative materials or list as a deferred submittal on Sheet T1 .1. Revise M1 .5 and M4.1.2 ·t1.2 v p. Fire Protection General 1. Revise CFC reference to the applicable Chapter 14 sections. v Architectural Legend Include all symbols shown throughout plan check set floor plans. Legend shows hexagon with number inside as a symbol for glazing, but this symbol appears on the floor plans for other than glazing locations. Please clarify. T1.4 vProvide Key Note Legend. KeyNote 8. Revise detail reference to 7/A1.3 vverify that entry enhancement and the location of the New Mechanical Enclosure will not alter previously approved fire access roads, hydrants, PIV, FDC and Knox key box locations. ill First Floor Exiting Plan Verify that storage areas designated as S-2 are actually S-2 and not S-1. See Floor Area Analysis (S-1) Sheet T1 .1. Occupancy separation is required between S-2 and adjacent occupancy groups. Floor plans show storage areas as incidental accessory use areas. Please clarify mixed use or incidental accessory use. If incidental use, please address 10% aggregate maximum area and CBC 508.2.5 requirements. vDenote the occupancy group, area size, occupant load factor and occupant load for S/R Area 1900. t/ Revise the occupant load in 1901. Verify occupant load factor. · I/Clearly label all stairways on Exiting Plans. . Page3 of6 I/Clarify if the cumulative occupant load denoted includes the occupant load of the.lobby. Show how the means of egress from the lobby is sized for the cumulative occupant load of the adjacent spaces that must travel through the lobby to reach an exit. II Provide the total cumulative occupant load for first floor and for the second floor (mezzanine?) and revise required width of exits and actual width provided. T1.6 Label 1700C, 17000, 1-900 & 1910 to match room/area labels and numbers shown on floor plans throughout the plan check set. II ADA Repair Plan . Verify that ADA repairs c;fo· not alter previously approved .fire access roads, hydrants, PIV, FDC and Knox key box locations and emergency responder access. See T1 .4 comments. II~ Renovation General Notes Verify references sheets and details. See Notes 13-15. A2.1N &A2.1S Wall Type. Schedule I/Match symbo_ls on .Floor Plan to Wall Type Series. II Add symbols and/or Key Notes for the following (+), (-), hexagon and all other symbols shown on plans ~See T1 .2 Architectural Legend comment. 'v'Provide·detail references for all Wall Types . .tit appears that doors in rated rooms are not rated. Please justify. NIA Mechanical Room 1905, Server Room 1902 and Electrical Room 1995 and S/R 1'900 appear to be incidental use areas. Specify mixed use (occupancy group) or incidental accessory use. Clarify incidental accessory use areas. CBC 508.2.5. Areas shown as incidental accessory use on these st:teets are shown as S-2 occupancies on ·Sheet T1.q . See Floor Area Analysis (S-1) Sheet T1.1. Separation between S-1 and Group Bis not required per CBC Table 509. Are Server Room and Electrical room incidental accessory use areas? If so, address CSC 508.2.5 requirements. If not, address CBC Table 508.4. See corn,nients on Sheet T1 .5 · Provide symbol for smoke resistant walls on Wall Legend with a reference to details, if applicable. All rooms or areas, required in CBC Table 508.2.5 must be of smol<;e resistant construction, and comply with the construction requirements of CBC 508.2.5.2. I/Provide a door number on exterior door to Large Conference Room 1600 and include on Door ·schedule.-Door Eliminated. · Floor Plans · Provide an occupant load sign in Lunch/Break Room 1985 and Large Conference Room 1600. CBC 1004.3. It appears that P-1 has not been added to KeyNote Legend, nor added to the floor plan. Denote types and locations offire extinguishers. Add fire extinguishers to reduce the travel distance to 75 ft. in Hallways 1023, 1022, 1020 and 1003. Fire Extinguishers· shall be conspicuously located along. · ·normal paths of travel where they will be readily accessible and immediately available in the event of a fire. CFC 906. I/Denote· Roof Access or refer to mechanical plan. CMC 904.10 . . Oescribe storage conditions in designated storage/shipping and receiving areas including, but .not limited to, storage items, storage configurations and layout, such as racks, shelf storage, pallets, maximum height to the top of storage and roof deck height. · , The following comments are applicable to all areas or rooms labeled as SIR, W/H or storage. Although ·Genoptix will be storing up to 8 feet, the storage of plastic commodities, where the top of storage exceeds a height of 5 feet from the floor, is subject to specific fire protection requirements. Please have Occupational 'Services, Inc. address this in the Technical Report; OR list as a deferred.submittal-on Sheet T1 .1; Page 4 of6 OR provide a note on Sheets A2.1N & A2.1 S stating: plastic commodities will be stored where the top of storage does not exceed 5 feet in height. t/A2.6 Door Schedule Add SM to Doors 1900, 1902, 1995, Hardware Set and to all other doors in accessory-incidental use rooms/areas. CBC 508.2.5.2. Coordinate all doors required to be rated with floor plan. An Example is Door 1905. Add PH to Doors 1031, 1036, 1985 and 1990 and to .all other doors applicable to the requirements set forth in CBC 1008.1.10. Hardware General Notes Note 8. Provide a r.eference to electrical sheets specific to power connections to card readers/electric hardware. Reflected Ceiling Plans A3.1 N, A3.1 S, A3.2N, A3.2S Ceiling Plan Legend Exit Sign -Clarify why the exit sign symbol is not shown on the plan. Revise reference to details. Provide references to Electrical Lighting Plans specific to means of egress illumination and exit sign locations. CBC 1006 & 1011. Match symbols on the Ceiling· Legend to floor plans. Provide additional symbols for all ceiling types shown on floor plans. AS.1 t/ Delineate mezzanine location. Delineate atrium. See T1 .1 and T1 .6 comments. t/A6.3 Please clarify if the lobby is an atrium. t/Lab Furnishing Plans (Typical} Label all sheets according to N or S. M1:A Fume Hood Schedule Fill in Hazardous Materials Report Page and Date. Provide manufacturer's cut sheets with listings for fume hoods. Not provided by owner. Mechanical Plans (Typical) Verify Sheet Notes and General Notes are complete and applicable to plans. Show smoke/fire damper$ where ducts penetrate fire-rated walls and provide details. Address CMC Chapter 11 (Refrigeration), if applicable. t/M4.1.8 General Notes Notes 1-4. Revise references to details. Floor -Piping Plan CAV. is not shown as an existing unit. Show CAV unit on schedule. 4B v'M4.2.1 & M4.2.2 Provide General Notes .... Page 5 of6 v'Mechanical Roof Plans (Typical) Imprint Carlsbad ·f:>olicy 80-6 to roof plan. Provide a :note that Intent B (Fireman Safety) will be provided and maintained on roof with new equipment and will be subject to review and approval by the Carlsbad Fire Dept. -v'~ Provide details for Gas Water Heaters 1 & 2. Electricai Lighting Plans General Coordinate exit door and exit sign locations and means of egres~ illumination, with all paths of egress shown on T1_.5 Exiting Plan. As an example, see the path. of egress frorn Large Conference Room 1600 to the exit discharge. Directional signs show, egress through Lobby 1610. T1.5 does not show egress through Lobby 1610. Remove-directional arrows to Lobby 1610. CLARIFICATION Provide means of egress illumination throughout the Means of Egress System, which consists of the Exit Access, Exit and Exit Discharge. Exit access areas, include but are not limited to, Lobby 1610. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system bet»'een the exit access and the exit discharge or public way . .-'Electrical Power Plans Show electrical connection to card readers/electric hardware on power plans. v'~ Lighting General Notes Add the following note: Means of egress illumination level shall be not less than1-foot car:idle at the walking surface v'E5.1.A Add an exit sign at Door 1985A. E5.1.B . v' See A2.1N and add d9ors and exit signs in Large Conference Room 1600 to plan. Clarify the need for an exit sign in WH Room 1400 grid line 1 between E-F. Although the exit sign was provided per original building. design, there does not appear to be an-exit door at this location. Please remove the exit sigh. Provide means of egress illumination in l,.obby 1610, Tech Room 1750 and all occupied rooms and spaces. Response t0 EsGil Comment #1 under Electrical (201-0 California Electrical Code) is incorrect. The requirement for means Qf egress illumination is applicable to rooms and spaces, regardless of the occupant load. The requirement for an emergency electrical system is applicable to rooms & spaces where two or more exits are required. · E~2A. . Provide means of egress illumination in al~ occupied rooms and sp~ces. v'E5.2.B Justify the omission of means of egress emergency ligh.ting in Stairways S3 and S4. ' . v'E11.3 Label this sheet as Detail Sheet 3. .-< • ... Page 6 of6 HAZARDOUS MATERIALS TECHNICAL REPORT REVISED 12-19-2012. Provide a written correction after each of the .following comments, written in blue font, on Page 6 of 6 of this plan check document. Page4 v'Section 1.5. Verify that there will be no changes to the storage use and handling of hazardous materials in Control Area 1.1. See Lab Furnishing Plans. Rewrite text in order to clarify area changes specific to hazardous materials is limited to Control Area 1.2 (23,666 ft2). See Project Scope and Floor Area Analysis on Sheet T1. v' Section 1. 7 See Sheet A2.1 S and verify that Control Area 1.1 is not a part of this tenant improvement. If changes are proposed to the storage, use and handling of hazardous materials in Control Area 1.1 revise Attachment 2.1 to address Project Scope and Floor Area Analysis on Sheet T1 and Control Area 1.1. Page 5 . Sectibn 2. Business Plan shall be provided to the Carlsbad Fire Department as a condition of approval of this permit.' Please revise text and provide a Business Plan. · Renumber sections on this page. Section 2 appears twice. v'Provide Chemical Inventory and Hazard Classification Table, Physical Hazard (MAQ) Summary Totals and Health Hazard (MAQ) Tables for Control Area 1.1, if there are changes to previously approved cond.itions in this control area. See Page 4 comments. Pages Table 1 Shows Mothers' Room as a Lab. Please revise. Page 10 v'Section 8. Address Bulking and Dispensing Area Locations in Control Area 1.1, if applicable. See Page 4 comments. Page 15 & 16 v'Section c. Justify the following: The majority of the work involving Class I, II or Ill-A liquids will be performed in chemical fume hoods, not in open laboratories. How are flammable vapors or spills mitigated outside of a chemical fume hood? v'Section d. Input Specific Gravity, Vapor Density and LEL for Xylenes into Required CFM Calculation. Page 23 Revise quantity in storage of Class II Combustible Liquids. Se~ Pages 6 & 27. Page 24 . Revise quantity in.storage of Class 1-8 Flammable Liquids. See Pages 5, 8 & 28. Page 26 Revise quantity in storage of Corrosive Liquids. See Page 9 & 27. Provide .a Descriptive Narrative and Address CFC Requirements for the Following: Liquid Nitrogen: Address all requirements in CFC Chapter 32 applicable to this project and reference all sheets in the plan check set where compliance with requirements are ·clearly demonstrated. CO2: Address all requirements in CFC Chapter 35 applicable to this project and reference all plans, notes and details in the plan check set where compliance with requirements are clearly demonstrated. Refrigeration: Address all requirements in CFC 606 & CMC Chapter 11 applicable to this project. Reference all sheets in the plan check set where compliance with requirements are clearly demonstrated. CFC requirements specific to CO2 System. Plan Check Set Sheet P6.2 Room 1905. Page 1 of8 Plan Check Comments 2 Daryl K. James & Associates, Inc. Checked by: . Daryl Kit James Date: February 8, 2012 205 Colina Terrace Vista, CA 92084 T. {760) 724-7001 Email: kitfire@sbcglobal.net APPLJCANT: David Boyd PROJECT NAME: Genoptix JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 1890 Rutherford Rd. Ste 100 PROJEC.T DESCRIPTION: CB122479 Architectural 1.Demo of existing labs, offices, select restrooms and entry walkway/accessible parking. 2. Construction of new labs, office area, select restrooms, new entry canopy, new mechanical enclosure. Area ofwork41,574[JJ This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Oepartment applicable to the scope of work . . INSTRUCTIONS 1. Respond to all of the plan check comments, including MEP and Hazardous Materials Technical Report, by providing a written correction that follows each comment on this Plan Check Comments document. 2. All corrections or modifications to the plans must be clouded and provided with numbered deltas and revision. dates on applicable sheets throughout the plan check set. 3. Denote Fire Department revisions on to the Building Department plan check set. 4. Send a copy of Building Department (EsGil) comments as soon as available. 5. Direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net 6. ONE COMPLETE, REVISED PLAN CHECK SET MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS, NO SIGNATURE REQUIRED, TO AVOID DELAY IN EXPEDITED PLAN CHECK SERVICES. DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 COMMENTS T1.1 v'Code Information Partial List of Applicable Standards Provide current editions to the following standards: NFPA 13-2010 NFPA 14 -2007 NFPA.24-2010 NFPA 72 -2010 NFPA 253 -2006 Page2 of8 t/ Project Scope Architectural-Clarify extent of improvements to existing labs in both control areas. t/Project Information Number of Stories: 2 stories are shown. Please clarify. the reference to a mezzanine on Sheet T1 .6. Show mezzanine and bridge on Sheet A5.1 Building Sections. Total Area of Work: There appears to be a discrepancy between the total area of work, Floor Area Analysis and Project Sc<:>pe, please clarify and/or revise. Building Data . #10. Verify "Non-Separated" (See Separated Occupancy Calculation (CBC 508.4.2 on this sheet) · Non-separated text removed. t/Remove Deferred Approval: (blank). Required information is noted under Deferred Submittals, Life Safety Req·uirements and T1 .2. I/Structural Requirements Verify that the contents of Notes are applicable to structural requirements. t/Fire Notes Verify that the contents of Notes are applicable to Fire Code requirements. t/Electrical Requirements Revise note 2. t/Sheet Index Provide Finish Plans to identify and evaluate materials utilized as interior floor, wall and ceiling finishes and decorative materials or list as a deferred submittal on Sheet T1 .1. Floor Plan General Note #3 added on A2.1 N-A2.2S, and· Ceiling Plan General Note #8 added on A3.1 N- A3.2S. Revise M1 .5 and M4.1.2 T1.2 t/D. Fire Protection General 1. Revise CFC reference to the applicable Chapter 14 sections. t/ Architectural Legend Include all symbols .shown throughout plan check set floor plans. Legend shows hexagon with number inside as a symbol for glazing, but this symbol appears on the floor plans for other than glazing locations. Please clarify. T1.4 t/Provide Key Note Legend. KeyNote 8. Revise.detail reference to 7/A1.3 Revised t/Verify that entry enhancement and the location of the New Mechanical Enclosure will not alter previously approved fire access roads, hydrants, PIV, FDC _and Knox key box locations. T1.5 Firstfloor Exiting Plan Verify that storage areas designated as S-2 are actually S-2 and not S-1. See Floor Area Analysis (S-1) Sheet T1 .1. Occupancy separation is required ·between S-2 and adjacent occupancy groups. Floor plans Page3 of8 show storage areas as incidental accessory use areas. Please clarify mixed use or incidental accessory use. If incidental use, please address 10% aggregate maximum area and CBC 508.2.5 requirements. Reference to .S-2 changed to correct S-1. Legend modified to show hatches. Floor Area Analysis (T1 .1) has been modified to reflect the Accessory and lncidemtal. Accessory Use areas, and shows they do not exceed 10% of th~ story. The Separated Occupancy Calculation has been revised to show only B and S-1 Mixed Use as A-3 is accessory to the B occupancy. · t/Denote the occupancy group, area size, occupant load factor and occupant load for S/R Area 1900. t/Revise the occupant" load in 1901. Verify occupant load factor. t/Clearly label all stairways on Exiting Plans. t/Clarify if the cumulative occupant load denoted includes the occupant load of the lobby. Show how the means of egress from the lobby is sized for the cumulative occupant load of the adjacent spaces that must travel through the lobby to reach an exit. t/Provide the total cumulative occupant load for first floor and for the secQnd floor (mezzanine?) and revise required width of exits and actual width provided. T1.6 Label 1700C, 1700D, 1900 & 1910 to match room/area labels and numbers shown on floor plans throughout the plan check set. Labeled ti' ADA Repair Plan . Verify that ADA repairs do not alter previously approved fire access roads, hydrants, PIV, FDC and Knox key box locations and emergency re~ponder access. See T1 .4 comments. · t/A2.0 . Renovation General Notes Verify references sheets and details. See Notes 13-15. A2.1N & A2.1S Wall Type Schedule· t/Match symbols on Floor Plan to Wall Type Series. t/Add symbols and/or Key Notes for the.following(+),(-), hexagon and all other symbols shown on plans t/See T1 .2 Architectural Legend comment. t/ Provide detail references for all Wall Types. t/lt appears that doors in rated rooms are not rated. Please justify. N/A Mechanical Room .1905, Server Room 1902 and Electrical Room 1995 and S/R 1900 appear to be incidental LJSe areas. Specify mixed use (occupancy group) or incidental accessory use. Mechanical, S/R and Warehouse are S-1 occupancy, mixed use. Server Room, Electrical Rooms, and UPS room are Incidental Accessory Use. Clarify incidental accessory use areas. CBC 508.2.5. Areas shown as in~idental accessory use on these sheets are shown as S-2 occupancies on Sheet T1 .5 . See Floor Area Analysis (S-1) Sheet T1 .1. Separation between S-1 and Group Bis not required per CBC Table 509. Are Server Room and Electrical room incidental accessory use areas? If so, address CBC 508.2.5 requirements. If not, address CBC Table 508.4. See comments on Sheet T1 .5. Incidental Accessory Use areas have been revised to be th<3 Electrical Rooms, Server Room, and UPS Room and shown on plans A2.1 N and A2 .. 1 S. Provide symbol for smoke resistant walls on Wall Legend with a reference to details, if applicable. All rooms or areas, required in CBC Table 508.2.5 must be of smoke resistant construction, and comply with the construction requirements of CBC 508.2.5.2. Note smoke resistant walls around the rooms above. Smoke resistant walls around Mech, S/R, and Warehouse have been removed as these are now considered S-1 mixed use occupancies with no occupancy separation required to B occupancies. t/ Provide a door number on exterior door to Large Conference Room 1600 and include on Door Schedule. Door Eliminated. Page4 of8 Floor Plans Provide an occupant load sign in Lunch/Break Room 1985 and Large Conference Room 1600. CBC 1004.3. It appears that P-1 has not been added to KeyNote Legend, nor added to the floor plan. At lunch/Break Room 1985, note P-1 added and shown on floor plan. In Large Conference Room 1600, note P-16 added to and shown on floor plan. Denote types and locations of fire extinguishers. Add fire extinguishers to reduce the travel distance to 75 ft. in Hallways 1023, 1022, 1020 and 1003. Fire Extingl!ishers ·shall be conspicuously located along normal paths of travel where they will be readily accessible and immediately available in the event of a fire. CFC 906. Plans updated to show existing and new fire extinguisher cabinets in these hallways. I/Denote Roof Access or refer to mechanical plan. CMC 904.10. Describe storage conditions in designated storage/shipping and receiving areas including, but not limited to, storage items, storage· configurations and layout, such as racks, shelf storage, pallets, maximum height to the top of storage and roof deck height. . The following comments are applicable to all areas or rooms labeled as SIR, W/H or storage. Although Genoptix will be storing up to 8 feet, the storage of plastic commodities, where the top of storage exceeds a height of 5 feet from the floor, is subject to specific fire protection requirements. Please have Occupational Services, Inc. address this in the Technical Report; OR list as a deferred submittal on Sheet T1 .1; OR provide a note on Sheets A2.1 N & A2.1 S stating: plastic commodities will be stored where the top of storage does not exceed 5 feet in height. Note provided on sheets A2.1 N & A2.1 S. IIA2.6 Door Schedule Add SM to Doors 1900, 1902, 1995, Hardware Set and to all other doors in accessory-incidental use rooms/areas~ CBC 508.2.5.2. Coordinate all doors required to be rated with floor plan. An Example is Door 1905. Add PH to Doors 1031, 1036, 1985 and 1990 and to all other doors applicable to the requirements set forth in CBC 1008.1.10. Hardware General Notes Note 8. Provide a reference to electrical sheets specific to power connections to card readers/electric hardware. Reflected Ceiling Plans A3.1N, A3.1S, A3.2N, A3.2S Ceiling Plan Legend Exit Sign -Clarify why the exit sign symbol is not shown on the plan. Revise reference to details. Provide references to Electrical Lighting Plans specific to means of egress illumination ·and exit sign locations. CBC 1006 & 1011. Match symbols on the Ceiling Legend to floor plans. Provide additional symbols for all ceiling types shown on floor plans. A5.1 I/Delineate mezzanine location. Delineate atrium. See T1 .1 and T1 .6 comments. Atrium noted on 3/A5.1 IIA6.3 Please clarify if the lobby is an atrium. I/Lab Furnishing Plans (Typical) Label all sheets according to N or S. M1.3 Fume Hood Schedule Fill in Hazardous Materials Report Page and Date. Provide manufacturer's cut sheets with listings for fume hoods. Not provided by owner. See attached Kewanee cutsheet. Mechanical Plans {Typical} . Verify Sheet Notes and General Notes are complete and applicable to plans. Show smoke/fire dampers where ducts penetrate fire-rated walls anq provide details. Address CMC Chapter 11 (Refrigeration), if applicable. Not applicable, no refrigerant inside building. Ref/Freezer room contains appliances only. t/M4.1.s· General Notes Notes 1-4. Revise references to details. Floor -Piping Plan CAV is not shown as an existing unit. Show CAV unit on schedule. 48 t/ M4.2.1 & M4.2.2 Provide General Notes t/ Mechanical Roof Plans (Typical) Page 5 of8 Imprint Carlsbad Policy 80-6 to roof plan. Provide a note that Intent B (Fireman Safety) will be provided and maintained on roof with new equipment and will be subject to review and approval by the Carlsbad Fire Dept. . t/P6.2 Provide details for Gas Water Heaters 1 & 2. Electrical Lighting Plans General Coordinate exit _door and exit sign locations and means of egress illumination, with all paths of egress shown on T1 .5 Exiting Plan. As an example, see the path of egress from Large Conference Room 1600 to the exit discharge. Directional signs show egress through Lobby 1610. T1 .5 does not show egress through Lobby 1610. Remove directional arro~s to Lobby 1610. CLARIFICATION Provide means of egress illumination throughout the Means _of Egress System, which consists of the Exit Access, Exit and Exit Discharge. Exit access areas, include but are not limited to, Lobby 1610. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. See sheet ES.l.A, verified all path of egress is 1 foot candle minimum. Checked with architectural egress plan and verified all exit signs are pointing toward a direct path of egress. Lobby 1610 is not a path of egress, the exit sign that was misplaced pointing towards exiting that has b·een removed on the plans. t/ Electrical Power Plans Show electrical connection to card readers/electric hardware on power plans. v'E1.3 Lighting General Notes Add the following note: Page 6 of8 Means of egress illumination level shall be not le~s than1-foot candle at the walking surface v'E5.1.A Add an exit sign at Door 1985A. E5.1.B v'See A2.1 N and add doors and exit signs in Large Conference Room 1600 to plan. Clarify the need for an exit sign in WH Room 1400-grid line 1 between E-F. Although the exit sign was provided per original building design, there does not appear to be an exit door at this location. Please remove the exit sign. Provide means of egress illumination in Lobby 1610, Tech Room 1750 and all occupied rooms and spaces. Response to EsGil Comment #1 under Electrical (2010 California Electrical Code) is incorrect. The requirement for means of egress illumination is applicable to rooms and spaces, regardless of the occupant load. The requirement for an emergency electrical system is applicable to rooms & spaces where two or more exits are required. See sheet E3.1.B and sheet ES.1.B the exit sign at the warehouse rollup door has been removed. Provided egress fixtures in lobby per egress illumination requirement. See sheets ES.1.A and ES.1.B. However, per CBC 2010 Section 1015.1 egress illumination is not required. Updated T24 to reflect the change. E5.2.A Provide means of egress illumination in all occupied rooms and spaces. See sheet ES-.2.A, verified all path of egress is 1 foot candle minimum. Checked with architectural egress plan and verified all exit signs are poin~ing toward a direct path of egress. v'E5.2.B Justify the omission of means of egress emergency lighting in Stairways 83 and S4. IIE1-1.3 Label this sheet as Detail Sheet 3. HAZARDOUS MATERIALS TECHNICAL REPORT REVISED 12-19-2012. Provide a written correction after each of the following comments, written in blue font, on Page 6 of 6 of this plan check document. Page4 v'Section 1.5. Verify that there will be no changes to the storage use and handling of hazardous materials in Control Area 1.1. See Lab Furnishing Plans. Rewrite text in order to clarify area changes specific to hazardous materials is limited to Control Area 1.2 (23,666 ft2). See Project Scope and Floor Area Analysis on Sheet T1. II Section 1. 7 See Sheet A2.1 S and verify that Control Area 1.1 is not a part of this tenant improvement. If changes are proposed to the storage, use and handling of hazardous materials in Control Area 1.1 revise Attachment 2.1 to address Project Scope and Floor Area Analysis on Sheet T1 and Control Area 1.1. Page 7 of8 Page5 Section 2. Business Plan shall be provided to the Carlsbad Fire Department as a condition of approval of this permit. Please revise text and provide a Business Plan. Renumber sections on this page. Section 2 appears twic.e. · Correction: Technical Report indicates Business Plan will be provided to the Carlsbad Fire Department. Refer to page 5 Section 1.4 (Report Submission to the Carlsbad Fire Department). Page 6 Section 1. 7 (Control Area Information) Control Area 1.2 previously numbered (2) Two has been changed to (a. Control Area 1.1) and (b. Control Area 1.2). Revised: 2-12-2013 ll"Provide Chemical Inventory and Hazard Classification Table, Physical Hazard (MAO) Summary Totals and Health Hazard (MAQ) Tables for Control Area 1.1, if there are changes to previously approved conditions in this control area. See Page 4 comments. Page6 Table 1 Shows Mothers' Room as a Lab. Please revise. Correction: Technical Report revised to indicates that Mothers Room (1710) is not a Laboratory or Bulking and Dispensing Location. Refer to pages 6-8 (Table 1) and Page 16 (Table 4). Revised: 2-11-2013 Page 10 v Section 8. Address Bulking and Dispensing Area Locations in Control Area 1.1, if applicable. See Page 4 comments. Page 15 & 16 ll"Section c. Justify the following: The majority of the work involving Class I, II or Ill-A liquids will be performed in chemical fume hoods, not in open laboratories. How are flammable vapors or spills mitigated outside of a chemical fume hood? vSection d. Input Specific Gravity, Vapor Density and LEL for Xylenes into Required CFM Calculation. Page 23 _ Revise quantity in storage of Class II Combustible Liquids. See Pages 6 & 27. Correction: Technical Report reflects new quantity in storage of Class II Combustible Liquids. Refer to Page 7 (Table 1), Page 10 (Table 2) and Page 36 Class II Combustible Liquids total (1.584 Gallons) in accordance with the 2010 CFC Table 2703.1.1(1). Revised: 2-15-2013 Page 24 Revise quantity in storage of Class 1-B Flammable Liquids. See Pages 5, 8 & 28. Correction: Technical Report reflects quantity in storage of Class 1-B Flammable Liquids total (60.541 Gallons) with (9 Gallons) In-Use Open added to (60.541 Gallons) in Storage for a total of (69.541 Gallons) Class 1-B Flammable Liquids. Refer to Pages 7-8 (Table 1),Page 11 (Table 2), Page 37 Class I-A, 1-B, 1-C Flammable Liquids total (70.069 Gallons).(60.541 Gallons) Class 1-B Flammable Liquids in Storage added to (9 Gallons) Class 1-B Flammable Liquids In-Use Open, Plus (0.528 Gallons) Class 1-C Flammable Liquids in Storage provide for a Class I-A, 1-B, 1-C Flammable Liquids total of (70.069 Gallons) in accordance with the 2010 CFC Table 2703.1.1(1). Revised: 2-15-2013 Page 26 Revise quantity in storage of Corrosive Liquids. See Page 9 & 27. Correction: Technical Report reflects new quantity in storage of Corrosive Liquids. Refer to Page 7 (Table 1), Page 12 (Table 2.1), and Page 42. Corrosive Liquids total (2.372 Gallons) in accordance with the 2010 CFC Table 2703.1.1(2). Revised: 2-15-2013 1 " •I .I Provide a Descriptive Narrative and Address CFC Requirements for the Following: Page 8 of8 Liquid Nitrogen: Address all requirements in CFC Chapter ·32 applicable to this project and reference all sheets in the plan check set where compliance with requirements are clearly demonstrated. . CO2: Address· all requirements in CFC Chapter 35 applicable to this project and reference all plans, notes and details in the plan check set where compliance with requirements are clearly demonstrated. Refrigeration: Address all requirements in CFC 606 & CMC Chapter 11 applicable to this project: Reference all sheets in the plan check set where compliance with requirements are clearly demonstrated. CFC requirements specific to CO2 System. Plan Check Set Sheet P6.2 Room 1905. Correction: Technical Report reflects CFC Chapter 32 Cryogenic Fluids (Liquid Nitrogen).Refer to Plan Check drawings P1 .1 and P1 .2 (Plumbing Legend Schedules & Notes), P6.1 & P6.2 (Plumbing First Floor- Plans), Hazardous Materials Technical Report Page 27 Section20.20 (Cryogenic Fluids), and Page 34 (Attachment 2.3) and Page 35 (Attachment 2.4).CFC Chapter 35 Flammable Gases and ·Flammable Cryogenic Fluids are not applicable to this project. Mechanical Refrigeration refer to Technical Report Page 22 Section 20.9(Mechanical Refrigeration System), Plan Check Set Sheet M1 .2 (Mechanical Schedules) for Air-conditioning Chiller Schedule & Refrigerant, M1 .4 (Mechanical Schedules), M1 .5 HVAC Systems Certificate of Compliance and Field Inspection Energy Checklist (T-24 Compliance Forms MECH-1 C), M1.6 Air Systems Requirements (T-24 Compliance Forms MECH-2C),M1:6 Mechanical Ventilation and Reheat (T-24 Compliance Forms MECH-3C), and M1 .6Fan Power Consumption (T-24 Compliance Forms MECH-4C). Carbon Dioxide (CO2)System, refer to Plan Check drawings P1 .1 and P1 .2 (Plumbing Legend Schedules &Notes), P6.1 & P6.2 (Plumbing First Floor-Plans), Hazardous Materials Technical' Report Pages 27 Section 20.19 (Compressed Gases), Section 20.21 (Compressed (CO2) Gas Plumbing/Piping System and Pag·e 34 (Attachment 2.3) and Page 35 (Attachment 2.4). Revised: 2-15-2013 \ BLDG. DEPT COPY Page 1 of5 Plan Check Comments Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760l 724-7001 Email: kitfire@sbcgiobal.net APPLICANT: David Boyd PROJECT NAME: Genoptix Checked by: Daryl Kit James Date: November 28, 2012 JURiSDICTION: Carlsbad Fire Department PROJECT ADDRESS: 1890 Rutherford Rd. Ste 100 PROJECT DESCRIPTION: CB122479 Architectural 1.Demo_ of existing labs, offices, select restrooms and entry walkway/accessible parking. 2. Construction of new labs, office area, select restrooms, new entry canopy, new mechanical enclosure. Area of work 41,574m This plan .review is to verify conformance to m·inimum requirements of codes adopted by the Carlsbad Fire Department applicable to th~ scope of work. IN.SJ;RU:CTIONS 1. Respond to all of the plan check comments, including MEP, by providing a written correction that follows each comment on this Plan Check Comments document. 2. All corrections or modifications to the plans . must be clouded and provided with numbered deltas and revision dates on applicable sheets throughout the plan check set. 3. Denote Fire Department revisions on to the Bu.ilding Department plan check set. 4. Send a copy of Building Department (EsGil) comments as soon as available. 5. Direct any questions regarding this review to: Daryl · K. James 760-724-7001 or kitfire@sbcglobal.net 6. ONE COMPLETE, REVISED PLAN CHECK SET MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADD.RESS TO AVOID DELAY IN EXPEDITED PLAN CHECK SERVICES. DARYL K. JAMJ=S & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 -COMMENTS . JT1.1 Code Information Partial List of Applicable Standards Provide current editions to the following standards: NFPA 13-2010 NFPA 14 -2007 NFPA 24-2010 NFPA 72 -2010 NFPA 253 -2006 Project Scope Architectural-Clarify extent of improvements to existing labs in each both control areas. Page 2 of 5 Project Information Number of Stories: 2 stories are shown. Please clarify the reference to a mezzanine on Sheet T1 .6. Show mezzanine and bridge on Sheet A5.1 Building Sections. Total Area of Work: There appears to be a discrepancy between the total area of work, Floor Area Analysis and Project Scope, please clarify and/or revise. Remove Deferred Approval: (blank). Required information is noted under Deferred Submittals, Life Safety Requirements and T1 .2. · Struct~ral Requirements Verify that the contents of Notes are applicable to structural .requirements. Fire Notes Verify that the contents of Notes are applicable to Fire Code requirements. Electrical Requirements Revise note 2. Sheet Index Provide Finish Plans to identify and evaluate materials utilized as interior floor, wall and ceiling finishes and decorative materials. Revise M1 .5 and M4.1.2 T1.2 D. Fire Protection General 1. Revise CFC reference to the applicable Chapter 14 sections. Architectural Legend Include all symbols shown throughout plan check set floor plans. Legend shows hexagon with numbe·r inside as a symbol for glazing, but this symbol appears on the floor plans for other than glazing locations. Please clarify. T1.4 Provide Key Note Legend. Verify that entry enhancement and the location of the New Mechanical Enclosure will r:,ot alter previously approved fire access roads, hydrants, PIV, FDC and Knox key box locations. T1.5 First Floor Exiting Plan Indicate. locations of S-1 and A3 occupancy groups. Denote the occupancy group, area size, occup~nt load factor and occupant load for S/R Area 1900. Revise the occupant load in 1901. Verify occupant load factor. Clearly label all stairways on Exiting Plans. Clarify if the cumulative occupant load denoted includes the occupant load of the lobby. Show how the means of egress from the lobby is sized for the cumulative occupant load of the adjacent spaces that must travel through the lobby to reach an exit. Provide the total· cumulative occupant load for first floor and for the second floor (mezzanine?) and revise required width of exits and actual width provided. T1.6 Label all rooms/areas. Room/area labels and numbers shown on this sheet must match room/area labels and numbers shown on floor plans throughout the plan check set. ' Page_3 of5 ADA Repair Plan Verify that ADA repairs do not alter previously approved fire access roads, hydrants, PIV, FDC and Knox key box locations and emergency responder access. See T1 .4 comments. _A2.0 . Renovation General Notes Verify references sheets and details. See Notes 13-15. A2.1N & A2.1S Wall Type Schedule Match symbols on Floor Plan to Wall Type Series. · Add symbols and/or Key Notes for the following(+), (-), hexagon and all other symbols shown on plans. See T1 .2 Architectural Legend comment. Provide detail references for all Wall Types. It appears that doors in rated rooms are not rated. Please justify: An example is Mechanical Room 1905. Penate incidental, accessory use areas. CBC 508.2.5. As an example SIR 1900. Provide symbol for smoke resistant walls on Wall Legend with a reference to details, if applicable. All rooms or areas, required in CBC Table 508.2.5 must be of ~make resistant construction, and comply with the construction requirements of CBC 508.2.5.2. Verify that Mechanical Room 1905 walls are non-rated. Provide a door number on exterior door to Large Conference Room 1600 and include on Door Schedule. Floor Plan Provide an occupant load sign in Lunch/Break Room 1985 and Large Conference Room 1600. CBC 1004.3 Denote type_s and locations of fire extinguishers. CFC 906 Denote Roof Access or refer to mechanical plan. CMC 904.10. Describe storage conditions in. designated storage/shipping and receiving areas including, but not limited to, storage items, storage configurations and layout, such as racks, shelf storage, pallets, maximum height to the top of storage and roof deck height. A2.6 Door Schedule Add SM to Doors 1900, 1902, 1995, Hardware Set and to all other doors in accessory-incidental use rooms/areas. CBC 508.2.5.2. Coordinate all doors required to be rated with floor plan. An Example is Door 1905. Add PH to Doors 1031, 1036, 1985 and 1990· and to all other doors applicable to the requirements set forth in CBC 1008.1.10. Hardware General Notes Note 8. Provi.de a reference to electrical sheets specific to power connections to card readers/electric .hardware. Reflected Ceiling Plans A3.1 N, A3. 1S, A3.2N, A3.2S Ceiling Plan Legend Exit Sign -Clarify why the exit sign _symbol is· not shown on the plan. Revise reference to details. Provide references to Electrical Lighting Plans specific to means of egress illumination and exit sign locations. CBC 1006 & 1011. Match symbols on the Ceiling Legend to floor plans. Provide additional symbols for all ceiling types shpwn on floor plans. A5.1 .-Delineate mezzanine location. Delineate atrium if applicable. See T1 .1 and T1 .6 comments. A6.3 Please clarify if the lobby is an atrium. Lab Furnishing Plans (Typical} Label all sheets according to N or S. M1.3 Fume Hood Schedule Fill in Hazardous Materials Report Page and Date. Provide manufacturer's cut sheets with listings for fume hoods. Mechanical Plans (Typical) Verify Sheet Notes and General Notes are complete and applicable to plans. Show smoke/fire dampers where ducts penetrate fire-rated walls and provide details. Address CMC Chapter 11 (Refrigeration) , if applicable. M4.1.8 General Notes Notes 1-4. Revise references to details. Floor -Piping Plan . CAV .is not shown as an existing unit. Show CAV unit on schedule .. 48 M4.2.1 & M4.2.2 Provide General Notes Mechanical Roof Plans (Typical) "' ~-:. Page 4 of 5 Imprint Carlsbad Policy 80-6 to roof plan. Provide a note that Intent B (Fireman Safety) will be provided and maintained on roof with new equipment and will be subject to review and approval by the Carlsbad Fire Dept. P6.2 Provide details for Gas Water Heaters 1 & 2. Electrical Lighting Plans General Coordinate exit door and exit sign locations and means of egress illumination, with paths of egress shown on T1 .5 Exiting Plan. As an example, see the path of egress from Large conference room 1600 to the exit discharge. T1 .5 does not show egress through Lobby 1610. Electrical Power Plans . Show electrical connection to card readers/electric hardware on power plans. E.1.3 Lighting General Notes Add the following note: Means of egress illumination level shall be not less than1-foot candle at the walking surface E5.1.A Add an exit sign at Door 1985A. E5.1..B See A2.1 N and add doors and exit signs in Large Co.nference Room 1600 to plan. Clarify the need for an exit sign in W.H Room 1400 grid line 1 between E-F. ES.2.B Justify the omission of means of egress emergency lighting in Stairways S3 and S4. E11.3 Label this sheet as Detail Sheet 3. HAZARDOUS MATERIALS TECHNICAL REPORT Page4 Page 5 of5 Section· 1.5. Verify that there will be no changes to the storage use and handling of hazardous materials in Control Area 1.1. See Lab Furnishing Plans. . . Rewrite text in order to clarify area changes ~pecific to hazardous materials is limited to Control Area 1.2 (23,666 ft2). See Project Scope and Floor Area Analysis on Sheet T1. · . Section 1. 7 See Sheet A2.1 S and verify that Control Area 1.1 is .not a part of this tenant improvement. If changes are proposed to the storage, use and handling of hazardous materials in Control Area 1.1 revise Attachment 2.1 to address Proj~ct Scope ahd Floor Area Analysis on Sheet T1 and Control Area 1.1. Page 5 Section 2. Business Plan shall be provided to the Carlsbad Fire Department as a condition of approval of this permit. Please revise text and provide a Business Plan. Renumber sections on this page. Section 2 appears twice. Provide Chemical Inventory and Hazard Classification Table, Physical Hazard (MAQ) Summary Totals and Health Hazard (MAQ) Tables for Control Area 1. 1, if there are changes to previously approved conditions in this control area. See Page 4 comments. Page 10 Section 8. Address Bulking and Dispensing Area Locations in Control Area 1.1, if .applicable. See Page 4 comments. Page 15 & 16 Section c. Justify the following: The majority of the work involving Class r, II or Ill-A liquids will be performed in chemical fume hoods, not ·in open laboratories. How are flammable vapors or spills mitigated outside of a chemical fume hood? Section d. Input Specific Gravity, Vapor Density anq LEL for Xylenes into Required CFM Calculation. Page 23 Revise quantity in storage of Class II Combustible Liquids. See Pages 6 & 27. Page 24 Revise quantity in storage of Class I-B Flammable l,.iquids. See Pages 5, 8 & 28. Page 26 Revise quantity in storage of Corrosive Liquids. See Page 9 & 27. Provide a Descriptive Narrative and Address CFC Requirements for the Following: CFC Chapter 32 Liquid Nitrogen/CFC 606 Refrigeration including, but not limited to piping, detection and alarm. See Plan Check Set Sheet P6.1 Room 1925. Address CMC Chapter 11 (Refrigeration) , if applicable. CFC Chapter 23 S/R 1900 conditions and requirements. CFC requirements specific to CO2 System. Plan Check Set Sheet P6.2 Room 1905. ~-.--------------i,----------------------------"'l""------~---l ·: ·:-·: ··---· .... ---r-i--.. :.-: .. -.-; . . I WISEMAN + '.ROHY • I • I • . : ... '. .. :..! ... ~.rR,~qu~4tJ~.Glli.E~~s. ___ ...... _ I • :· ;· --+· . ' ' ' CD ; BY:~ ' ~ATE _'fi_t3)____ ~*OJ,CJ . <.::i~t)t.. : SHEET NO. !)(. t OF \~ ____ ....;,........, ___ ...,.....]_._· ___ _._! ------,----------·-JOB N~. l-z-c8S::-,----....... . ' ·-· -'.--·--;· ; .. :.:-:~! .. , ,t:~~i ; . : ' . . . l ....._; .. ~·-~ .. ~-··'. ...... ~ .. -:---·:·-....... i I I ! 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' SOIL: WISEMAN+ROHY Structural Engineers == GRADE BEAM DESIGN == September 2011 CONCRETE: AHowab!e SoH Bearing • 1500 psf (not increued) ~ Allowable lnC<USI = 1.333 (forlateraljoadsinAIICUes) rho= 1.00 FOOTING: Extension at left = . 3 Extension at right = 3 Length = 6.00 (1.0 or 1.3) fl (to left of lint load) fl 3.00 ksi phi= 0.75 -60 ksi phi= 0.9 blended factor= 1.4 d = thickness -4.0 dz. 14.0 stEARIN EXTENSION (notbo!Men columns): max oxtenslon shear Vu= 10.2 kips phi Ve= 82.8 kips (sheer steel ~ nMded) (shea,) {bending) in In distance from Slab to TOF ,a 1 11 (:;;•t:,1..lc/"O 111 l ' use min steel exceptlon?(Y/N) Y ACI 11;5.6.1 exception (a) Thickness = 1.5 ~ ~18~' ShearRlinf.Size=# 3 0.11 in2 Width= 6 number of shear steel legs • 2 Graa-Beam Volume• 54 cu.ft. Vs Req'd • 0.0 kips [ Soacina= Added DI. --= GBconcnie Weight= 2.~~~ 1.35 kif( BENDING II EXTENSION (not-columns): concn,1o = 150 pcl) max oxtenlion moment= 17.07 k-ft SollAboveWelght= 0.66 klf(SOil•110pcl) As .... = Total GB Weight= 4.01 kif •= 0.09 in As= Beta= 0.85 1.33xAs= DSA/OSHPD? N ( Y / N) [1908A.1.5] 0.75 rhc balanced= 0.0160 MtlllllC= !NOTE: For 1-sto,y light-framed DSAIOSHPD buildings, choose NOi Longitudinal Bar=# 6 I 1 Alternate Load Combinations: GOOD Buie Load Combinations: GOOD !GOOD (elther-ailfbuicorall altemaiecuu mustworkl FORCE TOWARD RIGHT: O.T. -Factor PTOT Mom. Mom. ol D L L, s E w [lcif,II (k.fl) (k.fl) Safwly p.ooo 1.000 1.000 • 27.28 o.o 81.8 lnffnite 1 000' 1.000 1,000 25.<4 0.0 76.3 infinite 1 000 1 000 1.300 25.<4 0.0 76.3 Infinite 1.000 1.000 0500 1300 25.<4 0.0 76.3 Infinite 1.000 1.000 1.000 0.650 25.<4 0.0 76,3 infinite -E~---1.000 1.000 1.000 1000 25.44 13,9 763 5.50 0!00 1.000 22.90 13.9 88.7 4.95 1~0-1:aw 10.670 1.300 1704 o.o 511 Infinite Allowable Soil Bearing prnsu,e JncruHd by 1.333 for Wind and Seismic Loads FORCE TOWARD RIGHT: O.T. _,st. Factor PTOT Mom. Mom. ol I., S 1 E W lkfps) (k.fl) (k.fl) SNly ,1 25.44 o.o 76.3 1nnn1t, p_~ L j 1.000· -,.ooo 25.44 0.0 76.3 fnfirute _g:r____ _____Ll::g_ --_ 1.000 1.ll@ 27.28 0.0 81.8 infinite 25.44 00 76.3 Infinite Cf+o.75L+CL75Lr -n-:-000 0.750 o.750 _Q + 0.75L • 0.75S __ ------1..'L_OOO O 750 0.750 2682 • 0.0 80.5 infinite 25.44 0.0 763 infinite O+W ,,.000------,-----1.000 0+_0.75rhoE 1.0000750 0+0.75L•0.75t.r+o}5W 1.000 0.750 0.75D 0.750 25.44 o.o 76.3 infinite 25.44 10.4 76.3 7.33 26.82 0.0 80.S infinite D + O 75L + 0.75S + 0.75W 1.000 0.750 0.750 0.750 25.44 0.0 76.3 infinite D+0.75L+0.75Lr+0.5625rho 1.000 0.750 0.750 0563 26.82 7.8 80.S 10.31 0,75S+05625rho 1000 0750 0.750 0563 2544 7.8 76.3 9.78 -0.600 _ ---~--_1___QQQ_ 15.26 0.0 45.8 infinite 0.600 ____ 10_750 15.26 10.4 45,8 4.40 L•.9!!!d! Notes: 0.00 in 3.36 in' 027 in2 0.36 ln2 16.16 ln2 # 6 bars required Xfrom •from --(ft) (ft) •• oo 000 3.00 0.00' 3.00 0.00 3.00 0.00 3.00 0.00 2.45 0.55 2.39 0.61 3.00 0.00 Xlrom efrom --(ft) (ft) 3.00 0.00 3.00 D.00 3.00 0.00 3.00 o.oo 3.00 000 300 000 3.00 0.00 2.59 0.41 3.00 0.00 3.00 000 2.71 0.29 2.69 D.31 3.00 0.00 2.32 • 0.68 In Kem? (YIN) y y y y y y y y In Kem? (YIN) y y y y y y y y y y y y y y · PROJE;CT: ~ LOCATIONfPanopy PadJ JOB·NO~ VERTICAL LOADS (ASDJ: gstfrom Lr,el Roof # Levels= -ng M""-Min. fa Lenoth ·--OK? (ft) (ksl) (bl) 6.0 0.76 ~:;~ j GOOD 6.0 0.71 GOOD o.o 0.71· 0.71 GOOO 6.0 0.71 0.71 GOOD 8.0 0.71 0.71 l GOOD 6.0 1.09 D.32 GOOD 6.0 1.02 0.25 GOOO 6.0. 0.47 0.47 GOOD.I Bearing M""-Min. Lenoth Bearing Burirl1 OK? (ft) (uO tuQ 60 0.71 0.71 GOOD 6.0 0.71 0.71 GOOD 6.0 0,76 0.76 GOOD 6.0 071 071 GOOD 6.0 075 0.75 GOOD 6.0 0.71 0.71 GOOD 6.0 0.71 0.71 GOOD 8.0 1.00 0.42 GOOD 6.0 0.75 0.75 GOOD 6.0 0.71 0.71 GOOD 6.0 0.98 0.53 GOOD 6.0 092 049 GOOD 6.0 0.42 0.42 GOOD 6.0 0,71 0.13 GOOD Load 3 0.00 0.00 0.00 0.00 Load 4 FORCE TOWARD LE.FT: O.T. -Mom. Mom. (k-11) (k-11) ) 0.0 81.8 0.0 76.3 0.0 76.3 0.0 76.3 00 76.3 ) 13.9 76.3 13.9 68.7 0.0 51.1 FORCE TOWARD LEFT: O.T. -Mom. Mom. (k-11) (k-11) 0.0 76,3 0.0 78.3 00 81.8 0.0 76.3 o.o sos 0.0 76.3 0.0 76.3 10.4 76.3 0.0 80.S o.o 76.3 7.8 80,5 7.8 76.3 o.o 45.8 10.4 45.8 Load s Load 6 Load 7 1/3/2013 DiltLoad-1 Load 1~_ to: . -0.9()11 En 0.0011 0.OOk 0.OOk 0.OOk 0,()0k 0.OOk 0.OOk 13:40:40 DiltLoad-2 ~to: lllart .O,OCJfl End 0.00ft 0.00k o.ook o.ook 0.OOk o.ook 0._OOk KttA-W 0.0 o.o 0.0 0.0 Sumofar--- Moments= 13.9 k-ft Factor Xfrom •from In ol left ceniw Kem? s-(ft) (It) (YIN) lnflnit. 3.00 0.00 y infinite 3.00 0.00 y Infinite 3.00 0.00 y Infinite 3.00 0.00 y infinite 3.00 0.00 y 5.50 2.45 0.55 y ... 95 2.39 0,61 y infinite 3.00 000 •y Factor Xfrom ofrom In ol left -Kem? Safely (ft) (ft) (YIN) infinite' 3.00 0.00 y Infinite 3.00 0.00 y Infinite 3.00 0.00 y infinite 3.00 0.00 y Infinite 3.00 000 y infimte 3.00 0.00 y infinite 3.00 0.00 y 7.33 2.59 0.41 y infinite 300 0.00 y mftnrte 3.00 0.00 y 1031 2.71 0.29 y 978 2.69 031 y Infinite 3.00 000 y 440 2.32 0.68 y -.. Lenoth (11) o.u 8.0 8.0 6.0 e.o 8.0 eo 8.0 Bearing t.onc,lh (ft) 6.0 6.0 8.0 6.0 6.0 6.0 8.0 6.0 6.0 8.0 60 60 6.0 8.0 -Momentlk-fl: o.o 0.0 0.0 o.o o.o 0.0 SumofWmd Moments= 0.0 k-ft M ... -(kal) o.,6 0.76 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 1.09 0.32 i:02 0.25 0.47 0~47 Mu. Min. -ng Bearlnll OK? (bl) (ks!) D.71 071 GOOU 0.71 0.71 GOOD 0.78 0.76 GOOD 0.71 0.71 GOOD 0.75 0.75 GOOD 0.71 0.71 GOOO 0.71 0.71 GOOD 1.00 0.42 GOOO 0.75 0.75 GOOD 0.71 0,71 GOOD 098 053 GOOD 092 0.-19 GOOO 0.42 0.-12 GOOD 0.71 0.13 GOOD o~DeadLoad Ev = 0 per IBC (aHemato) and ASCE (basic) No loads possible on extensions -model extension past last load L = Floor Live Load L, = Roof Live Load E = Earthquake Load S=Snowload Overtuming forces rtJ & E) x 0.75 for basic cases per ASCE 12.13.4 This spreadsheet considers E as ASD Uses lowest of controlling case from basic or alternate load cases for Shear & Moment Load 1 = first load from left after left extension '/ \'.) li~Benttey· Current Date: 1/5/2013 1:32 PM· Units system: English File name: O:\Projects\12\12-085 Genoptlx TI\Column Baseplate at Canopy.cnx\. Connection name Connection ID Design code Family Type Description GENERAL DATA Design axis Cracked concrete Brittle steel- Stael COIIICIIOIS ·: BPI_CB_hef=12[1n]_W=0.313[1n] 1 AISC 360-2005 LRFD Base plate (BPI) Column -Base (CB) Canopy Base Plate D Major axis Yes No Anchor bolts welded to base plate Consider friction · Pressuredistribution No No Uniform MEMBERS: Column Section = HSS_RND 7.000X0.375 0 = 7.00 [in] T = o.35 11111 Material = ~ Fy = 36.00 [Kip/in2] Fu = 58.00 [Kip/in2] Qoncr1;1te ba§!:! Longitudinal-dimension = 6.00 [ft] Transversal dimension = 6.00 [ft] Thickness = 1.50 [ft) Materiai = C3-60 Fe =-3.00 (Klp/in2] CONNECTION(S): Pagel -..,...-....... -,-....,.--,----------'1'""1"----~-.--,.--------------------------- Base plate E!m Length Width Thickness Material Fy Fu Weld D ~ Thickness .An£hm Material Fy Fu Geometry type Anchor type Head type D Effective length Total length Lev Leh = 12.00 (In] = 12.00 (In] = 1.00 [in] = A572 Gr50 50.00 [Klp/in2] = 65.00 [Kip/in2] = E70XX = 5 (1/16 in] = 2.00 [in] = F1554 Gr55 = 55.00 [Kip/in2] = 75.00 [Kip/in2] = Longitudinal = Headed = Hexagonal = 0.75 (In] = 12.00 [in] = 15.99 [In] = 1.50 [in] = 1.50 [in] Anchor Transverse Longitudinal 1 2 ~ 4 [In] -4.50 -4.50 ·4.50 4.50 [In] -4.50 4.50 4.50 -4.50 Longitudinal edge distance on ttie plate Transverse edge distance on the plate Page2 "I---3 Current Date: 1/5/2013 1 :30 PM Units system: English FIie name: O:\Projects\12\12-085 Genoptix TI\Column Baseplate at Canopy;cnx\ Staal connecuons Detailed report Connection name Connection 10· Design code Family Type Description LOADS Members Column BPI_ CB_hef=12[1n]_W=0.313[1n] 1 AISC 360-2005 LRFD Base plate (BPI) Column -Base (CB) Canopy Base Plate Load 1 -DL 1--RLL 1 -EQ 1-AS1 1-AS2 Type Oesisin Design Design Amplified seismic Amplified seismic V2 [Kip] -1.11 -1.94 -1.94 V3 [Kip] M33 [Klp*ft] 10.27 17.97 17.97 Design for major axis Bi!§! elate (AISC 360-05 LRFDl GEOMETRIC CONSIDERATIONS Dimensions Unit Value Min. value Max. value Sta. Base plate Longitudinal dimension [in] .12.00 7.63 ., Transversal dimension [in] 12.00 7.63 ., Distance from anchor to edge [in] 1.50 1.25 ., Weld size [1/16in] 5 3 ., DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio Concrete base Axial bearing [Kip/in2] 3.32 0.47 1-EQ 0.14 {!) Base plate Flexural yielding (bearinQ interface) [Kip*ft/ft] 11.25 2.23 1 -EQ 0.20<"- Flexural yielding (tension interface) [Kip*ft/ft] 1i.25 3.51 1 -EQ 0.31 <, Column Pagel M22 [Klp*ft] References Tables J3.4, J3.5 table J2.4 References DG1 Sec 3.1.2, DG1 Eq. 3.3.13 DG1 Eq. 3.3.13 Axial [Kip] -1.38 -1.84 -1.88 -1.02 1$' Weld capacity [Kip/ft] 125.29 15.87 1 -EQ 0.13 (!'.> HSS Manual p. 7-10, p. 8-9, · Sec. J2.5, Sec. J2.4 Elastic method weld shear capacity [Kip/ft] 83.53 1.21 1 -EQ 0.01 (!) p. 8-9, Sec. J2.5, Sec. J2.4 Elastic method weld axial capacity [Kip/ft] 125.29 38.43 1-EQ 0.31 <:, p. 8-9, Sec. J2.5, Sec. J2.4 Ancho[! (ACI ~18-08} GEOMETRIC CONSIDERATIONS Dimensions Unit Value Min.value Max. value Sta. References ~ Anchor spacing [in] 9.00 3.00 .., Sec. D.8.1 Distance from anchor to edge [in] 31.50 3.00 .., Sec. D.7.7.1 Effective length [In] 12.49 17.51 .., DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Steel strength of anchor In tension [Kip] 18.79 6.61 1-EQ 0.35 <) Eq. D-3 Breakout of anchor in tension [Kip] 38.58 6.61 1-EQ 0.17~ Eq. D-4, Sec. D.3.3.3 Breakout of group of anchors in tension [Kip] 48.23 13.22 1 -EQ 0.27~ DG1 3.1,1, Eq. D-5, Sec. D.3.3.3 Pullout of anchor in tension [Kip] 10.99 6.61 1 -EQ 0.60 <) Sec. D.3.3.3 Ste~I strength of anchor in shear [Kip] 7.82 0.28 1-EQ 0.04 (!) Eq. D.20 Breakout of anchor In shear [Kip] 27.34 0.28 1-EQ 0.01 C) Sec. D.3.3.3 Breakout of group of anchors in shear [Kip] 29.29 1.11 1 -EQ 0.040 Sec. D.3.3.3 Pryout of anchor in shear [Kip] 77.17 0.28 1 -EQ 0.00 C) Eq. D-4, Sec. D.3.3.3 Pryout of group of anchors in shear [Kip] 96.46 0.56 1-EQ 0.01 C) Eq. D-5, Sec. D.3.3.3 Interaction of tensile and shear forces 1.20 0.00 1-EQ 0.00 C) Eq. D-32 Critical strenQth ratio 0.60 Major axis anal)lsis Maximum compression (1 -AS1) Page2 1 '1 Maximum bearing pr13ssure Minimum bearing pressure Maximum anchor tension Minimum anchor.tension Neutral axis angle Bearing length Anchors tensions Anchor Transverse [In] 1 -4.50 2 -4.50 3 4.50 4 4.50 ~aximum tension (1 -AS2) Maximum bearing pressure Minimum bearing pressure Maximum anchor tension Minimum anchor tension Neutral axis angle Bearing length .... ,.r,,.,.,, ---:r I Longitudinal [In] -4.50 4.50 4.!iO -4.50 'I Shear [Kip) -0.49 -0.49 -0.49 -0.49 0.82344 [Kip/in2] 0.82344 [Kip/in2] 11.13983 [Kip] 0.00000 [Kip] 0.00000 2.44467 [in] Tension [Kip] 0.00 11.14 11.14 0.00 0.82063 [Kip/in2] 0.82063 [Kip/in2) 11.33536 [Kip] 0.00000 [Kip) 0.00000 2.40586 [in) Page3 Baseplate Anmcrtell!ilion [Kip] 0.00 •--0:.7.f •1.4t --2.23 --2.W rl-3.71 m1·Uti -~ -~ iml-a11 --8.91 --9.65 --10.«l --11.14 Baseplate Anchortens!on [Kip] -0.00 -ll.76 --1.51 --221 --3.02 --3.78 ~-1.53 !M-s.29 --5.QS •-u:i --1.55 --831 --91J1 --9.82 --1058; --11.* Anchors tensions Anchor Transverse Longitudinal [In] [In] 1 -4.50 -4.50 2 -4.50 4.50 3 4.50 4.50 4 4.50 -4.50 Results,for tensile breakout (1 -EQ) Group, Area Tension Anchors [ln2] [Kip] i 1 1620.00 13.22 2, 3 Results for shear breakout (1 -EQ) Group 1 2 Area [in2] 108.00 108.00 Sf'!ear Anchors [Kip] 0.56 1, 4 1.11 1, 2, 3, 4 X.7 Shear Tension [Kip] [Kip] -0.49 0.00 -0.49 11.34 -0.49 11.34 -0.49 0.00 Major axis anchor groups Page4 ·~tsenttey· ~amconn~tandalone Units system:English current Date:1/5/2013 1:32 PM · ', ·.: .· . .'. ,. -. ~-., . ... . ... . ·--·: .';.'. •'_:' p • ; • : ••• ; ·r.: .~/~·;;:~·.:- ~--,..,.-~---i-!""'-----~ ... --...:-TT ___ ..,.. ____ M":',~·.--~ .. ,, ____ :-----;-------------~·-· -' Jf\ifi 1111 llf-"'l"'·' JI I, ""1'11• I !1 I ... 1/li: A• ·~ -··:: -· -:-w:1s;E:MA:N_+:RO-HY •• C •••• ·ST R.Ut:T-t}RAL "ENGINEER s STRUCTURAL CALCULATIONS - FOR Genoptix CTCE Improvements Carlsbad, CA November 20,. 2012 W + R JOB #12-085 l I i i--- 99l5 Mira Mesa Blvd. TEL. (858) 536-5166 Suite 200 WRENGINEERS.COM l I San Diego, CA 92131 1 ·· FAX. (858) 536-5163 J a,i~~o, Basis of Design TABLE OF CONTENTS Genoptix CTCE Improvements Structural Cafculations Existing Building Design Loads New Design Loads Wind Loads Lobby Opening & Shearwalls New Entry Canopy Elevtited Hallway Chiller Louver Supports Panel Opening Mechanical Loads on Existing Joists Skylights 1 3 4 J 5 I 7 20 l 47 I 61 I 66 I 69 J 70 i:=-t f WISEMAN + ROHY STRUCTURAL jl:NGINEERS BY DM DATE 11/6/2012_ PROJECT Genoptix sHEETNo. oF ____________ ..._________ ------- BASIS OF DESIGN JOB NO. 12-085 -------- GENERAL Gov~rning Building Code(s): 2006 International Building Code Building Type: Wood Shearwalls Design Live Loads: Roof: Flat Other All Loads Reducible U.O.N. 20 psf psf Floor: Mezzanine 50 psf Seismic Design Criteria: Site Class: Sos: So1.: Seismic Use Group: Seismic Design Categor:y: R: D 0.797 0.454 II D 6.5 Importance Factor (IE): 1 GEOTECHNICAL Allowable Bearing Pressure: Allowable Bearing Pressure: Minimum Footing Depth: Increases Allowed for: 2000 2000 18 in. Transitory Loading: 133% Width of Footing: NIA Width of Footing: · N/A Equivalent Fluid Pressure: Concentrated Load: Wind Design Criteria: Exposure: Basic Wind Speed (V35): Importance Factor Ow): psf (Strip Footings) psf (Pad Footings) 2000 lbs B 85 1 mph Below Lowest Adjacent Ground Surface psf Per Additional Foot of Bearing (Strip Footings) psf Per Additionai Foot of Bearing (Pad Footings) Active: 38 psf/ft (Level Backfill) Passive: 300 psf/ft (Level Backfill) Coefficient of Friction: 0.35 Limitations/Notes: · WISEMAN + ROHY STRUCTURAL ENGINEERS evDM DATE. 11/6/2012 PROJECT ____ ....,___,._G_e_n_o..,_pt_ix _______ SHEETNo._Z-____ OF ___ _ BASIS OF DESl(3N JOB NO. 12-085 STRUCiURAL WOOD Framing Members: All membes are Douglas Fir-Larch, based on 2006 IBC and 2005 NDS and Supplement: All values are in pounds per square inch. Stresses may be increasec! for duration of load. Member Grade & .Ee Fc(Qer12) 5 t g Joists and #2 875 1.,300 625 575 95 1,600,000 Rafters Purlins #1 1,000 1,450 625 675 95 1,700,000 Beams & #1 1,350 925 625 675 85 1,600,000 Stringers Posts and #1 1,200 1,000 625 825 85 1,600,000 Timbers Simple 24F-V4 2,400 1,650 650 1,150 240 1,800,000 Glulams Continuous 24F-V8 2,400 1,650 650 1,150 240 1,800,000 Glulams 2x4 Studs STUD 665 825 625 450 95 1,400,000 (to 8'-0'') 2x4 Studs #2 875 1,300 625 575 95 1,600,000 (to 14'-0") 2x6& Lc:1rger #2 875 1,300 625 575 95 1,600,000 Studs S~eathing: Siz~ Panelized Roof: 15/32 APA Rated Structural 1 No of Plies: 5 OtherRoofs: 19/32 No of Plies: Floors: 19/32 Shearwalls: Per Schedule Other: . ' NOWAK-MEULMESTER & ASSOCIA.TFS STRUCTURAL ENGINEERS 5830 Oberlin Drive, Suite 200 Sa_n, Diego, California si121 (61~} 455-6681 FAX: (619) 453-3947 sv7k~ DATE i;;-~ 7:,,S~./$f'j PROJECT (~,t~ {!." i..,.. ,.~"'"<:!.. ,!.r7 ~· ,?,~:-:, . SHEET NO. --~ _ _.::,=.:.........;:e,;:.. _ _..::.;-="-"';..._-..:......:"'---"'-'-''--~---OF __ _ ------------'-'----'-------------'----------JOB NO. ________ _ •\o!) \ t.,1' !.Jf' 'Fr-c:rot~ v.> / CPI(! $/),-)"'.' ?l.~ l.,,{,,0/..")f:;., (1/.z. !I) .. ~ .. 'SU6~P_.;1ZU,..l~(;Z~f~ ~ .. {:,'i .. , ) 'Sf'/1.41,_J ~U'El.t.'S \f,,.,.\ -t~1,.}\,.1\'r1 c,,\ (~~-;1-1, .. 1G-1 ~ sv~p;~1 .. 1~Y)C:i:> -~..fw~ .. H.1 GI..EC...,1 :f HI$;'.!... f(E R-r:,(":''F ?-oc;,,~ 1:.';,t., /J' ' . 'ow~ SvL?t,-('1.1r0 .. 11JG @.. 6 l,_,_c,1! f~,..,, l 1h ,, (1 '-"!~ "1'':;,r,,,;,, t..lt:!. f r.h;IJ_,. lJ1~~-\ ~ ~.__.-.,.....-l. t ~ i ¾ ;. ..... , ¾>•~, f'' l-/-:.1_1,...,.; / '?:,. ,-ju.Jc,.,~ ( 1~/;;: -i. 'T $Gil \ ~ '\ --.)o·i .,;;r-'b ~ A<~-t ~\~i fr.~.A-~ 1t. n: .. 5: C ~ L,t1~~J CJ -·. p~~~JJ:f5h~a::¥;;.- ~.,,, ,~,. 13, !t~, .,._, -\'~" ' ,;..,\-.eJ"'I =·'.dl--i~,, ' , ''"""'' f'i,.,1;1--.)r'l, Dt. € j 0\ s ·-rs r.tr~ _ tt:s&1::·1 11 ~ ·- ~)P,:U"! /·';i_;r;,.-:r 2a2u ! '~1 1, JS. ll ,Of~{ \,Of"l·t f 240 y":,{ l it5,D i.O t· ,.--~•r r ..... l ,5 j 1 i f,' r. ZlfJib \ !"~ ,:~i ·-l '·"' ' , 0 ta.,, ( t.' c.:1 r I: '-.I'', t' ~ ..... . . · f~f ....... ;.).._-. .,..., ,. \• ...... .,: ' I I t-~ L I t ;-- ~. I ..... L i WISEMAN+ROHY Structural Engineers = = Design Loads = = PROJECT: Genoptix LOCATION: Carlsbad, CA JOB NO: 12-085 Roof @ Mezzanine Material Deck Joists Girders Built-Up Roof w/ Cap Sbt 2.2 2.2 2.2 1 /2" PlywoocJ 1.5 1.5 1.5 2x6@ 24" Panelized Roof 1.1 1.1 1.1 ln?ulation 0.7 -0.7 0.7 T -J3ar Suspended Ceiling 1.8 l.8 1.8 .. Mis¢, M&E 2.2 2.2 2.2 Re Roof 1.5 1.5 1.5 Sprinklers 1.0 1.0 1.0 ·OWJ@8'-:0" 2.0 2.0 2.0 OWJ Girders 1;0 Partitions Total 14.0 14.0 15.0 Live Loads: (Reducible)· 20 psf Mezzanine Material· Deck Joists Beams .1 1/2" Cone. ToppinQ 15.0 15.0 15.0 P.lywood LB 1.8 1.8 TJI Joists 3.5 3.5 3.5 .. Sprinklers 1.0 1.0 1.0 Suspended Ceiling 1.8 -1.8 1.8 · Mi~c, M&E -2._9 2.9_ 2.9 WF Beams 1.5 Partitio,ns Total 26.0 26:0 27.5 Live Loads: (Reducible) Floor: 50 psf 4 Date: 11/6/2012 Seismic 2.2 1.5 1.1 0.7 1.8 2.2 1.5 1.0 2.0 1.0 5.0 20.0 psf Seismic 15.0 1.8 3.5 1.0 1.8 2.9 1.5 10 37.5 psf WISEMAN+ROHY Str1.1ctural Engin~ers WIND LOAD TABLES (ASCE 7-05 Chapter 6, Method 2) May 2011 (2009 IBC /2010 CBC I ASCE 7-05, Sup #1 & 2) WIND LOADS PROJECT: Genoptix T.I. LOCATION: Carlsbad, CA JQB NO: 12-985 MWFRS {Area> 700 s.f.) (ASCE 7-05 Section 6.5.12.2.2) Ht < 60 ft. Figure 6-10 Mean Roof Height = 26 ft Least Building Dimension = Roof Slope-= 0.25 :12 Roof Angle= 1.2 degrees 10% of least bldg. Dim = 40% height= GCp1 = +/-0.18 4% of least bldg. Dim = Three Feet= Exposure= C K, = 0,95 a= K,t = 1.00 Corner Zone '2a' = l<,i= 0.85 83 8.3 10.4 3.3 3.0 8.30 16.60 V= ?5 qh = 0.00256 K, K,t Kd V2 I != LOO qh;: 14.98 psf Design Pressure (psf): Surface: GCpt w/ +GCp1 1 Windward Wall 0.400 8.69 2 Windward Roof -0.690 -7.64 3 Leeward Roof -0,370 -2.85 4 Leeward Wall -0.290 -1.65 5&6 Side Walls -0.4!50 -4.05 lE Windward Wali Corner 0.610 11.84 2E Windward Roof Edge -1.070 -13.34 3E 'Leeward Roof Edge -0.530 -5.24 4E Leeward Wall Corn~r -0.439 -3.75 NOTE: Per A$CE 7-05 Section 6.1.4.1, minimum wind is 10 psf over the entire-pr.ojected area. MWFRS Parapets (ASCE 7-05 Section 6:5.12.2.4) Parapet Kz qP (psf) Pp {psf) Heigh~ {ft) (MWFR_5) Windward 4 0.849 13.35 20.02 0 0.849 13.35 20.02 0 0.849 13.35 20.02 0 0.849 1_3.35 _ 20.02 w/-GCP1 3.30 -13.04 -8.24 -7.04 -9.44 6.44 -18.73 -10.64 -9.14 Pp{psf) Leeward -13.35 -13.35 -13.35 -13.35 5 11/6/2012 ft ft ft ft ft ft ft WISEMAN+ROHY Structural Engineers WIND LOAD TABLES (ASCE 7-05 Chapter 6, Method 2) May 201_1 (2009 IBC / 2010 CBC/ ASCE 7-05, S!Jp #1 & 2) WIND LOADS. Components & Cladding: Walls Eave Height = 26 ft RoofSlope= 0.25 :12 Roof Angle= 1.2 degrees GCp; = +/-0:18. -Exposure= C K,.= ·o.95 K,t= 1.00 Kd = 0.85 V= 85.00 I= 1.00 qh = 0.00256 K, K,t. Kd V2 I qh = 14.98 psf GCP Factors: Area Win.dward l,eeward Zones sq. ft._ 4 & 5 (crnr) 4 5 (corner), 10 0.900 -0.990 ·-1.260 20 Q.852 -0.942 -1.164 30 0.824 -0.914 -1.108 40 0.804 -0.894 -1.069 50 0.789 -0.879 -1.038 60 0.776 -0.866 -1.013 70 0.766 -0.856 -0.991 80 0.756 -o:846 -0.973 90 0.748 -0.838 -0.957 100 0.741 -0.831 -0.942 150 0.713 -0:803 -0.886 200 0.693 -0.783 -0.846 250 0.678 -.0.768 -0.816 300 0.665 -0.755 -0;790 400 0.645 -0.735 -0.751 500 Q.630 -0.720 -0.720 .PROJECT: Genoptix T.I. LOCATION: Carlsbad, CA J0!3 NO: 12-085 ASCE 7-05 Section 6.5.12.4: Ht< 60 ft. Walls -Figure 6-llA Area < 700 square feet Area greater' of (Span x Width) or (1.33 x Span) h = mean roof height (eave height for 9 < 10 deg) Least Building Dimension = 83 ft 10% of least bldg. Dim = 8.3 ft 40% height= 10.4 ft 4% of least blc;lg. Dim = 3.3 ft Three Feet= 3.0 ft Corner Zone 'a' = 8.30 ft Design Pressures 'p' (psf): Windward Leeward Zones 4 &·5 (crnr) 4 5 (corner) 16.18 -11:53 -21.58 15.47 -'16.81 -20.14 15.05 -16.40 -19.30 14.75 -16.10 -18.71 14.52 -15.87 -18.25 14.33 -15.68 -17.87 14.17 -15.52 -17.55 14.03 -15.38 -17.28 13.91 -15.26 -17.03 13.80 -15.15 -16.81 13.38 -14.73 -15.97 13.08 -14.43 -15.38 12.85 -14.20 -14.92 12.66 -14.01 -14.54 12.37 -13.72 -13.95 12.14 -13.49 -13.48 11/6/2012 i I I I f I f i l f I I I- L i ... f I . I f I i I WISEMAN+ROHY Structural Engineers SEISMIC BASE SHEAR (ASCE 7-05 11.4) December 2010 (2009 IBC / 2010 CBC/ ASCE 7-05, Sup #1 & 2) 2009 IBC SEISMIC EQUATIONS e.-se Shear: Occupancy Category = 'Importance Factor (le) = Site Class= TL= Ss= ii 2009 IBC Table 1604.5 (i,ii,iii,or iv) 1.00 ASCE 7-05 Table 11.5-1 D (From Soils Engineer or 'D' if not known) 8 sec ASCE 7-05 Fig1.,1re 22-15 1.149 g S1 = 0.435 g R= 6.5 Maximum Height = 1.3.5 feet Number of Stories = 1 Fa= 1.04 Fv= 1.57 SMs= 1.195 SM1= 0.681 Sos= 0.797 So1= 0.454 Short Period Seisinic-l;lesign Category = 1 Sec:Period Seismic Design Category = Cu= 1.4 Ct= 0.020 Ta= 0.14 Ta= Vu= 0.123 xW Vu= 0.496 xW Vu= xW Sec $ec D D (basic) (Used) (Not Used) ASCE 7-05 Table 12.2-1 ASCE 7-05 Tc1ble 11.4-1 ASCE 7-05 Table 11.4-2 ASCE 7-05.Eq 11.4-1 ASCE 7-05 Eq 11.4-2 ASCE 7-05 Eq 11.4-3 ASCE 7-05 Eq 11.4-4 ASCE 7-05 Table 11.6-1 ASCE 7-05 Table 11.6a2 x= 0.75 ASCE 7-05 Eq 12.8-7 ASCE 7-05 Eq 12.8-8 Vu= xW _ (for S,1 >= 0.6g-only) Vu= 0.123 xW , V=Vu/1.4= 0.0876 xw Bearing Wall Out-Of-Plane and Anchorage Forces: Out-of-Plane Wall Forces Fpu= 0.319 X W PROJECT: Genoptix LOCATION: Carlsbad, CA t..rkib'--) $\..ft!.vwtll\£ JOB NO: 12-085 11/6/2012 08:28:59 0 Steel Moment Frame 0 Concrete Moment Frame 0 Eccentrically Braced Steel Frame @ All other Structural Systems Use Category: D ASCE 7-05 Table 12.8-2 USE Ta= 0.14 sec Eq 12.8-2 Eq 12.8-3 & 5 Eq 12.8-4 & 5 Eq 12.8-6 Anchorage Force for Concrete & Masonry Walls to a Flexible Diaphragm Fpu= 0.638 xW Fp=Fpu/1.4= 0.455 xW Minimum Anchorage Forces Fpumtn= 319 plf Fpmln = Fpu / 1.4 = 22~ plf I I. f ! i l« I 1- ! I-- I f- L I Design Maps Summary Report Page 1 of 1 EUSGS Design Maps Summary Report User-Specified Input Building Code.Refer.ence Document 2006/2009 International Building Code (which makes use of 2002 USGS hazard data) Site Coordinates 33.14°N, 117.28°W Srte Soil Classification Site Class D -"Stiff Soil" Occupancy Category Occupancy Category I USGS-Provided Output Ss = 1.149 g . SMs::: 1.195 g SM1 = 0.681 g Sos= 0.797 g S01 = .OA54 g s. = 0.435 g MCE Response Spectrum l.20 l.O!l o.,6 o.e.i -~ 0.72 111 0.60 In 0.49 O.JG. 0.24- 0.12 O.OQ . o.oo 0.20 o . .c.o o.Go o.ao 1.00 1.20 1..c.o 1.,0 1.110 2.00 Period, T (sec) O.llll 0.80 0.72 O.G4 O.SG "iii us ...... ~ 0.40 0.32 0,24 0.lG o.os Design Response Spectrum 0.00 -l---+-+---+--1---,f---+--+--+---1-----1 0.00 O.i10 0.40 0.GO o.ao l.00 l.20 1.40 l.GO l.80 2.00 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. t http://geohazards.usgs.gov/designmaps/us/summary.php?ternplate=minima1&1atitude=33. l... 11/6/2012 I I ~ I r r ! f ' f f WISEMAN + ROHY . .. .STRU_CTURALENGJNEERS ___ . __ . . .. ........... . .... . _ ("'.'~, BY ~'(II\ DATE __ PROJECT f3 c/J c) p T""J;.)C: 'r.-J: ... SHEET NO. . 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Compression Member Analysis Based on 2005 NOS Wiseman + Rohy Structural Engineers General Member Soecifications Member Type Visually Graded Nominal Size '4x6 Species Douglas Fir-Larch Grade No.1 .. Grade --For CF Select, No.1,No.2 or No,3 Custom Breadth Depth ... .... ... • ... Load Duration? Operating Temperature Cross Section Shape Wet Service? I Ten Minutes (Wilnd/Seismic) J • / IT< 100 F Incising? Truss Chord Member Characteristics Axial Compression Load Unbraced Length: for 1-1 axis: for 2-2 axis: .;, I Rec;tangle • No • No ... No .;, End Conditions: for 1-1 axis: ._Bo~th_e~nd_s_p_in~ne_· d ____ ..__. for 2-2 axis: Both ends pinned Connection Details: · Cross-Section Properties Plate Crushing Breadth Depth Area Size Classification #Bolts= Dbolt= # Plates or Rings= Annglplate d1= d2= A= 3.50 in. 5.50 in. 19.25 in"2 Dimension Lumber Title: Units: inches, pounds DVWC Design Values Compressive Strength Modulus of Elasticity Computed Data Slenderness Ratios: Max Slenderness Ratio: Hole Area: Net Area: Adjustment Factors on F0 Load Duration Factor Size Factor Wet Service Factor Temperature Factor Incising Factor Adjustment Factors on E Buckling Stiffness Factor Size Factor Wet Service Factor Temperature Factor Incising Factor Member Strength Cales Adjusted Material Strength Adjusted MOE Euler Stress Stress Ratio Stress-strain Curve Factor Column Stability Factor Allowable Stress Gross Section Strength Net Section Strength Capacity Unity Check Member Status ID Fe= 2,550 psi E= 1. 70E+06 psi le1/d1= 20.1 le2/d2= 25.6 le/d= 25.6 AH= 0.00 in"2 An= 19.25 in"2 1.60 Ci= C,. = 1.00 F *-c - E'= KcE= Fee= Fee/Fe*= Cp= F'-c- Pg= Po= Pallowable = fn / Fn' = 4,488 psi 1.70E+06 psi 0.3 776 psi 0.173 0.166 746 psi 14,365 lb 86,394 lb 12,031 lb 0.569 OK b I I· l I t I L I f-l. l f- l f" i I ~ . . . . . 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M"' c,o {t ~)_Co, irs') = t'>c;i~-ijlf) (s~.~"'( \ ;: o. 0'<> s '".:-! .· . t I • _[_ · ' . · · ·· · · · I • ,/ tf ! ·\.,_7",.,,1-~~---~ ;v;:,l\_--::;---f0t~~-tl. ~----,:-.:--~---------;-----. 1 b-\:--S-£ _--L· -~---><-~t<~/:e---)(--G--'. L-c, t<IJ4 --._ . I@ LI /I . \. . -----. . ·. --·-__ :· .. : L :· ._ .. · t _ .. 1 \,.;--d3 o.,c. . . : .· .. :.:· .( s E-£ -:k /2,-0 r-'I-S. : "OCI.\-T P,t1t. +·· .. F!:?.R... .,tlJ·C J4-QI\..A4 €.) ' .. . L .... ·-... 0 0 •' ·r· ••-•-.... 0 • H ; ' -· • • ; ' • • - -. --·------• ..•.... ---·----------· .•. --I. . . --· ---f ----··· .... _ -·· ·-··-··-·---·-------~---------·-·--- ( www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 lnputdata Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report:: Issued I Valid: Proof: Stand-off installation: Wiseman + Rohy Structurai Engineers DM Kwlk Bolt TZ • CS 1/2 (2) h0r= 2.000 in., hnom = 2.375 in. Carbon Steel ESR 1917 4/1/2012 15/1/2013 design method ACI 318 / AC 193 eb = 0.000 in. (no stand-off); t = 0.250 in. Page: Project: Sub-Project I Pos. No.: Date: ,:,,s., Profis Anchor 2.3.3 1 Genoptix Panel Anchorage 11m2012 Anchor plate: Profile: Ix x ly x t = 3.000 in. x 6.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) no.profile Base material: cracked concrete, 3000, fo' = 3000 psi; h = 4.750 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement.none or< No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [lb, In.lb] I z: Input data and re suits must be checked for agreement with the existing cond1tlons and for plauslbilltyl PROFIS Anchor( c·) 2003-2009 Hilli AG. FL-9494-schaan H,lfi is a regis,tered Trademark of H1lti AG, Schaan ---~-()--~------ ~' ' ' ' ' ' Y--· f- l' I r- r t- www.hiltl.us Company: Specifier: · Address: Phone I Fax: E-Mail: Wiseman+ Rohy Structural-Engineers OM 2 .. Lo~d case/Resulting anchor forces Load case, Design loads Anchor reactions Ilb] Tension force: (+Tension, -Compression)· Page: Project: Sub-Project I Pos. No.: Date: Anchor Tension force .Shear force Shear_ force x Shear force y 1 2 . 518 518 0 0 max. concrete compressive strain: -[%0] max. concrete compressive stress:. • [psi] resulting tension force in (x/y)=(0.000/0.000): 1036 [lb] resulting compression-force in (x/y)=(0.00010.000): O.[lb] 3 Tension load· 0 0 Load Nua [lb] Steel Strength* Pullout Strength* Concrete Breakout Strength** 518 NIA 1036 • anchor-having th~ highest loading **ai,chor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value ,j, Nsteel 2: Nua Variables n . 1 Calculations Nsa [lb] 10705 Results Nsa [lb] 1070.5 refer to ICC-ES ESR 1917 ACI 318-08 Eq. (D-1) futa [psi] . 0.10 10µ000 ({)steel ,j, Nsa [lb] 0.750 8029 Input data and results must be checked for agre~me~t with.the existing copditlons a,nd for plausibility! PROFJS·Anchor ( c ) 2003-2009 Hilll AG, Fl-9494 Schaan Hllti is a regi~tered Trademark of Hilti AG; Schaen 0 0 Capacity +Nn [lb] 8029 NIA 2568 7 NIA 41 •=liSwJt Profis Anchor 2.3.3 2 Genoptix Panel Anchorage 1117/2012 Status OK NIA OK X I r j www.hilti.us Company: Specifier: Wiseman + Rohy Structural Engineers DM Address: Phone I Fax-: I E-Mail: 3.2 Concrete Breakout Strength Ncbg -(ANo) . N -ANc0 'I' ec,N' ljl ed,N ljl o,N 'I' op,N b ACI 318-08 Eq. (D-5) -~ Not,g i? Nua ACI 318-01! Eq. (D-1) AN_c see ACI 318-01!, Part D.5.2.1, Fig. RD:5.2.1 (b) ANc0 = 9 h~r ACI 318-08 Eq. (D-6) '!'ec.N = c + ~ e~) s 1.0 ACI 318-08 Eq. (D-9) 3 her 1Ved,N = 0.1 + o.3 (;s~:) s 1.0 ACI 318-08 Eq. (0-11) ljlop,N = MAXe•.m1n, 1.5her) s 1 _0 ,Cac Cac ACI 318-08 Eq. (D-13) Nb =k.,;i.. {{..h~l ACI 318-08 Eq. (D-7) Variables h0,[in.J. ec1,N [in;] ec2,N[in.J Ca.min [in.] 2·.000 0.000 0.000 18.000 . C.c[in.] · ~. A. {0 [psiJ 5.500 17 1 ·3000 Calculations ANc [in.2] ANc0 [in.2] ljlec1,N· ljlec2.N 54.00 36:00 1:000 1.000 Re~lilfs- Ncbg·[lbJ tconcrete t Ne~ [lb] N~. [lb] 3950 . 0.650 2568 1036 Input data and results must_be check~d for agreement with the existing conditions and for plauslbilityl PROFIS Anchor (.c) 2003-~009 Hifti AG, FL-9494 Schaan Hilti is a registered Trademark of H1lti AG, Schaan Page: Project: Sub-Project I Pos. No.: Date: ljlc,N . 1.000 ljled,N ljlcp.N 1.000 1.000 )$' 1:11-;-.1 Profis Anchor 2.3.3 3 Genoptix Panel Anchorage 11nt2012 Nb [lb] 2634 I r r L r t I www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 4 ·Shear I.oad Steel Strength* $teel failure (with lever arm)* Wiseman + Rohy Structural Engineers DM Load Yua [lb] NIA N/A Pryoi.Jt Strength* NIA Concrete edge failure in direction •• N/A • anchor liaving the highest loading **anchor group (relevant anchc;>rs) 5Warning$ Page: Project: Sub-Pro)ect I Pos. No.: Date: l Co •=ilS.Jt Profis Anchor 2.3.3 4 Genoptix Panel Anchorage 111712012 Capacity •Vn [lb] Utilization flv = VuJ.Vn Status NIA. 'N/A NIA NIA NIA NIA NIA NIA NIA NIA NIA N/A • To avoid failure of the anchor plate the.required thickness Ci:!n be calculated in PROFI.S Anchor. Load re-distributions on the anchors due to elastic deform~tions of the anchor plate are not consid~red. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The <I> facior is lncreased·for non-steel Design Strengths except Pullout Strength and' Pryout strength. Condition B applies when .supplementary.·reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local stanc!ard, • Refer to the manufacturer's product literature for cleaning and installation instructiqns. • Checking the transfer of loads· into the base material and the shear resistance -are required in accordance with ACl318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plauslbllityl PROFIS Anchor ( c) 2003-2009 H11tl AG, FL-9494 Scllaan Hilli is a registered Trademali< of Hilti AG, Schaan www.hilti.tl!I Company: Specifier: Address: Phon~I Fax: E-Mail: 6 Installation data Wiseman+ Rcihy Structural·Engineers DM Page: Project: Sub-Project I Pos. No.: Date: It'] 1:11-;;.1 Profis Anchor 2.3.3 5 Genoptix Panel Anchorage 11/7/2012 Anchor plate, steel: -Anchor type arid qiameter: Kwik Bolt TZ-CS, 1/2 (2) -Profile: no profile; 0.000 x 0.000 x·o.ooo in. Installation.torque: 480.001 in.lb Hole diameter in the fixture: dr = 0.563 in. Hole-diameter-in the base material: 0.500 in. Plate thickness (input): 0'.250 in. "Hole,depth in the base material: 2.375 in. Recommended·plate thickness: not calculated Minimum thickness of the base material: 4.000 in. Cleaning: Manual cleaning of the drilled hole according to instructiorts·for use is required. Coordinates Anchor in. Anchor 1" 2 X 0:000 0.000 y -1.500 1.500 c.. c •• 18.000 . 36.000 18.000 36.000 y ., ' 1.500 C \ L) 1.500 C.y .• C+y Input data and results must be checked for. agreement with the existing conditions and 'for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaen Hilti is a registered Trademark of Hilti AG, Schaan 1.500 .! l 1.500 0 0 "'! ... 0 0 0 r;,; 0 0 . --: C') x· 0 0 0 r;,; 0 0 "'! ... ,. www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Wiseman + Rohy Structural·Engineers DM I 7 Remarks; Your Cooperation Duties Page: Project: Sub-Project I Pos. No.: Date: 1:11-;-11 Profis Anchor 2.3.3 6 Genoplix Panel Anchorage 11m2012 • Any and all informati9n.and.data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mountin·g and assembly instructions, etc., that must be strictly complied with by·the user. All figures contained therein are average figures, ·and therefore use-specific tests are to be conducted prior to using the relevant Hilti_product. The rl;lsults of the calculations carried:out by-means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for.the absence of errors, the completeness a_nd the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior'lo using them for your specific facilify. The Software serves only as an aid to interpret norms and .permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must-take all necessary and reasonable steps to prevent or limit damage causl;ld by the Software. In partic;uiar, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of tne Software offered by Hilli on a regular basis. ff you do not use the AutoUpdate function of the Software, ·you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out m_anuaLupdates via·the Hilli Website. Hilli .will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and re~ults must be checked for agreem_ent with the existing conditions and for.plausibilityi PROFIS Anchor ( c J 2003-2009 Hilti AG', FL-9494·Schaan Hilti is a registered Trademark of Hilti AG, Schaan SOIL: Allowagle Soll, B~arlng = Allowable Increase= rho= FOOTING: Extension at tell= Extension at right= Length= distance from Slab to TQF = Thlckl)ess = Width= Grade-Beam Volume= Added DL Surcharge = 2000 WISEMAN+ROHY Structural Engineers == GRADE BEAM DESIGN == September·2011 CONCRETE: psf (not Increased) ~ 1.333 (for lateral loads in Att Cases) 3.00 ksl phi= 0.75 (shear) phi= -60 ksl 0.9 (bending) 1.30 '(1.0or1.3) blende<I factor = 1.4 d = thickness -3.0 In d=_ 33_&_ In- 3 fl (to left of first load) SHEAR IN EXTENSION (not between columns): 3 ft max extension shear Vu= 9.4 kips 1s:oo ft phi Ve = 81 :3 kips (shear steel not nee<led) 0 ft use min steel excepUon?(Y/N) Y ACl 11.5.6.1 exception (a) 3 fl Shear Relnf. Size:;# O #NIA ln2 2.5 fl number of shear steel le!Js = O 120 cu. fl. Vs Req'd = 0.0 kips r S.e;,_cing = 0.00 In 0.00 kif BENDING IN EXTENSION {not between columns): PROJECT: Genoptix LOCATION: Carlsbad, CA JOB NO: 12-085 VERTICAL LOADS~}: Load Load Load 1 2 3 Dist from Load 1 = 0.00ft 10.00!l D• 0.59 k 0.59k L= O.OOk O.OOk tr= O.OOk 0.00 k S= O.OOk 0.00k' E(+ Is up)• O.OOk O.OOk Wf+ lsun\• O.OOk O.OOk LATERAL LOADS (ASD): Height Height Above Aboveeim. Load Load 4: 5. Sslsmlc ,. 11/6/2012 16:55:32" Dlstload-1 Dist Load • 2 I Load Load Load 618tance to: Distance to: ti 7 a Start/kif End/ldDB Start End 0.00 fl '10.00ft . O.OOll 0.00ft 0.000 kif 0.00k O.OOk · 0.000 kif O.OOk' O.OOk 0.000 kif 0.00 k O.OOk 0.000 kif O.OOk O.OOk 0.000 kif O.OOk O.OOk 0.000 kif o.ook O.OOk Ssilmlc Wind Wind GB Concrete Weight = 1.13 kif (concrete= 150 pct) max exlenslon moment= 16 33 k-11 Level Slablftl ofFtglftl lklrnd, Momentlk-111 lklosl Momentlk..ftl Soil Above Weight ? 0.00 kif (soil.= 110 pcf) As..,= 3.30 in2 Roof Total GB Weight= 1.13 kif a= 0.09 In As= 0.11 ln2 - Beta= 0.85 1.33xAs;, 0.15 ln2 - DSA/OSHPD? N ( Y /,N) [190BA.1.5] 0.75 rho balanced= 0.0160' As,_= 15.87 in2 -)NOTE: For 1-~tory IIAht-framed DSA/OSHPD bulldiOAs, choose NO] ~ Lll!l!l.itIJdinal Bar=#_ 4 ~ l L #·4 bars_@Qulred· Alternate Load ComblnaUons: GOOD Basic Load Combinations: GOOD [GOOD (either all basic or all_attemate cases must work) DLL,sjEW 1.000 1.000 1.000 1.000 1.000 _ __1_,_0QO 1 000 1.000 c= 1 300 j,000 1,0QO, ----0500~1.300 1.000 1.000 1 000 -06501, 1.000 1.000 1 000 1.300 o.eoo 1300 _9.l;f(.O 1.300 pressure rncreased by 1:3"33 forWind and 5els111lcloads LO-Ab cO;;felNATIONSCBa1iid on ASIJ'&ilc'): PerASCE 7-05 [24.1 & 124.23] & 2006JBC 1605.31 D ----i:----i. S E w D 1000 D_! __ L ___ ~ ___ ---cc 1 000 1,000 D+l.r -----·r•cooo . ·1.000 __ R + S -----11._QO...Q___ __ __L®O 0+0.75L+0.75Lr 1:CXlO 0.150 0;750 0 + 0.75L + O 75S 1.000 0.760 0.750 O+W 1.000 ~1.000 P__!_0.75rhoE 1.000 ______ 0,975 0·+·01sc+o.1sLr+o:1sw 1.000 o.1so o.750 o.750 D+0.75L+0,76S+0,75W 1.000 0.750 0750 0,750 D+0.75L+075lr+0.5625rho 1.000 0.750 0750 0.731 D+075L+0.75S+05625rho 1.000 0750 0760 0731 06D~W 0600 ______ -1.000 06D-075rhoE I0.61lQ_--____ 70.976 Le.Q!.nd: D =Dead Load L = Floor Live Load L, = Roof Live Load E = Earthquake Load S=SnowLoad FORCE TOWARD RIGHT: O.T. Resltl Factor Xfrom afrom In PTOT Mom. Mom. of right C1H1ter 1<8rn7 (l<lpo) (k-lt) (k-ft) Safely .(It)· (It) (YIN) 19,17 o.o 153.4 Infinite 8.00 0.00 y 19.17 00 153.4· lnfinltl! 800 000 y 19.17 o.o 153.4 Infinite 6.00 0,00 y 19.17 0.0 153.4 Infinite 800 000 y 19.17 0.0 153,4 Infinite 8.00 000 y • 19.17' 93,8 163.4 1.64 311 4.89 N 17.28 93,8 136.1, 1.47 257 543 N 12.85' o.o 102.6 Infinite 600 0.00 y FORCE TOWARD RIGHT: O.T. RHIIL Factor Xfrorn ., ..... In PTOT Mom. Mom. of right center Ketn? (kips)• lk-lt) (k•lt) Safety (It] (It) (Y/NI 19.17 0.0 153,4 Infinite 8,00 0.00 y 19.17 0.0 153.4 Infinite · 8.00 000 y 19.17 0.0 153.4 lnflnllo 8,00 000 y 1917 0,0 153.4 infinite 800 0,00 y 19.17 00 153.4 lnflnl!e 8.00 0.00 y 19.17 00 1534 Infinite 8.00 000 y 19.17 0.0 163.4 lnflmte 8,00 0.00 y 19.17 70.3 1534 2.18 4.33 367 N 19.17 o.o 153.4 mfimte 800 0.00 y 19.17 0.0 163.4 Infinite 8.00 000 y 19.17 52.7 153.4 2.91 5.25 275 N 19.17 52.7 153.4 291 5.26 2.75 N 11.50 o.o 92.0 Infinite 800 0.00 y 11.50 70.3 920 1.31 1.89 6.11 N Notes: Ev= o per IBC (allemale) and ASCE (basic) Overturning forces tyV & E) x 0.75 for basic cases per ASCE 12.13.4 This spreadsheet considers E es ASD '#Levels= Bearing Max. L•nqth S..rlna (It) (ks!) 16.0 0.48 16.0 048 16.0 0.46 16.0 0.48 16.0 048 9.3 1.64 7.7 1.79 16,0 0.32 Bearing Max. Length Bearing (ft) •lk•IJ 16,0 048 160 048 16.0 0.48 16.0 0.48 16.0 0.48 16.0 0.48 16.0 0.48 13.0 1.18 16.0 0.48 16.0 0.46 15.7 0.97 16.7 0.97 16,0 0.28 57 1.63 Uses lowest of controlling case from basic or alternate load cases for Shear & Moment Load 1 = first load from left after left extension 11.75ft 14.75 4.89k 72.1, O.OOk 0.00 o.o 0.00 o.o o.oo o.o 0.00 o.o 0.00 o.o SumofEQ Sum of Wind· 1 Moments= 72.1 k-11 Moments= FORCE TOWARD LEFT: Min. O,T, R .. lat F.c:tor Xfrom •from In Bearing Max. Bearing OK? Mom. Mom. of l!'ft center K9m? Length Bearing (ks!) (k.ft) (k-lt) Safety (fl) (ft) (YIN). (ftl (kaf) 046 GOOD o.o 153.4 lnflnlle 6.00 0.00 y 16.0 0.48 0.46 GOOD 00 153.4 lllflnlle 8.00 0.00 y 160 0~6 0.46 GOOD o.o 153.4 lnfinlle 800 0.00 y 160 046 046 GOOD 0.0 153.4 lnflnl!e 8.00 0.00 y 160 0,48 0.48 GOOD 0.0 153.4 lnflnlle '8.00 000 y 18,0 '048 0.00 GOOD 93,8 153.4 1.64 311 4.89 N 9.3 1.64 000 GOOD 93.8 1381 1.47 257 5.43 N 7,7 1.79 0.32 GOOD o.o 102.8 lnflnlle 8.00 0.00 y 16.0 032 FORCE TOWARD LEFT: Min. O.T. Realat, Factor Xfrom efran In SNrlng Max. S..rlng OK? Mom. Mom. of left center ~? t.onlllh Bearing (kal) (k-li) ,(k-lt) Safety (ft) (ft) (Y/N) (fl) (kofl 0.48 GOOD 00 153.4 infmlle 800 0.00 y 16,0 0.48 0.48 GOOD 00 153.4 lnflnlle 8.00 0.00 y 16.0 0,48 048 GOOD 0.0 153.4 infinite 8.00 0.00 y 180 0.48 048 GOOD 0.0 1534 infimte 800 0.00 y 16,0 0.48 0.48 GOOD 00 153,4 inflnile 8.00 000 y 18.0 048 0.48 GOOD 0.0 153.4 infinite 6.00 000 y 160 048 048 GOOD 0.0 153.4 Infinite B.00 000 y 16.0 0.48 0.00 GOOD 70.3 153.4 2.18 4.33 3.87 N 13.0 1.16 0.48 GOOD 00 153.4 mfintle 8.00 000 y 160 0,48 0.48 GOOD 00 153.4 Infinite 800 000 y 180 0,48 0.00 GOOD 62.7 1634 2.91 5.25 2.75 N 15.7 0.97 0.00 GOOD 527 153.4 291 525 276 N 16.7 097 029 GOOD 0,0 92.0 infinite aoo 0.00 y 16,0 0.29 000 GOOD 70.3 920 131 1.89 6.11 N 67 1,63 No loads possible on 8xtensi0ns -Olod81 extension past last klad ·~-"'"'-'Ht'~-~....,"r ... ·-~~ ... ~,q-........ ,.. .... -... ",,. . .,. ... -l"""-..,,._._~l' .. , ....... ~·-·~·~r,,i-~ .. 1+-.... -1--~~--~------...,,.....,.. .. , ; : j i 1: o.o 0.0 0,0 o,o 0.0 0.0 o.o -k-11 Min, Bearing DK? (ks!) 0,48 GOOD 048 GOOD. 0.46 GOOD 048 GOOD 0.48 GOOD 0.00 GOOD 0.00 GOOD 032 GOOD Min. Bearing OK? (k•I) 0.46 GOOD' 0.46 GOOD 0.48 GOOD 0.48 GOOD 0.48 GOOD 0.48 GOOD 0.46 GOOD 0.00 GOOD 0.48 GOOD 0.46 GOOD 0.00 GOOD 0.00 GOOD 0.29 GOOD 0.00 GOOD ~ WISEMAN+ROHY Structural Engineers SEISMIC BASE SHEAR (ASCE 7-05 11.4) (2009 IBC / 2010 CBC/ ASCE '7-05, Sup #1 & 2) 2009 IBC SEISMIC EQUATIONS Base Shear: ii 2009 IBC T!:!ble 1604.5 (i;li;iii,or iv) 1.00 ASCE 7-05 Table 11.5-1 PROJECT: Genoptix /~' LOCATION: Front Entry,.eanopy JOB NO: 12-085 ' __:I 0/2012 16:44:21 Occupancy Category :::; Importance Factor Cle) = Site Class= TL= Ss== o· (From Soils Engineer or 'D' if not known) @ Steel Moment Frame 0 Concrete Moment Frame 0 Eccentrically Braced Steel Frame 0 All other Structural Systems 8 sec ASCE 7-05 Figure 22-15 1.16 g S1 = 0.439 g R = 1.25 Maximum Height= 12.25 feet Numberof Stories = 1 Fa= 1.04 Fv= 1.56 SMs= 1.202 SM1= 0.685 Sos= 0.801 S01·= 0.457 Short Period Seismic Design Category= 1 Sec Period ·Seismic Design Category = Cu= 1.4 CT=· 0,028 Ta= 0.21 Ta= 0.10 ·vu= 0.641 xW Vu·= 1.759 xW Vu= xW Sec Sec D D (basic) (Used) (Not Used) ASCE 7-05 Table 12.2-1 ASCE 7-05 Table 11.4-1 ASCE 7-05 Tal:ile 11.4-2 ASCE 7-05 Eq 11.4-1 ASCE 7-05 Eq 11.4-2 ASCE 7 -05 Eq 11.4-3 ASCE 7-05 Eq.11.4-4 ASCE 7-05 Table 11.6-1 ASCE 7-05 Table 11.6-2 x·= ,;J,80 ASCE 7-05 Eq 12,8-7 ASCE 7-05 Eq 12.8-8 Vu= xW (for S1 >= 0.6g only) Vu= 0.641 xW I V= Vu/ 1.4 = 0.4578 xW Bearing Wall Out-Of-Plane ahd Anchorage Forces: Out-of-Plane Wall Forces Fpu= 0.320 X W Cantilever: Ordinary Steel Moment Frame Use Category: D ASCE 7-05 Table 12.8-2 USE r. = 0.21 sec Eq 12.8-2 Eq 12.8-3 & 5 Eq 12.8-4 & 5 Eq 12.8-6 Fp=Fpu/1.4= 0.229 xW Ancllorage Force for Concrete-& Maspnry Walls to a Flexible Diaphragm Fpu= 0.641 xW . " Fµ=Fpu/1.4= 0.458\>·xw -Minimum Anchorage Forces Fpumin= 320 plf F p min = F pu / 1 .4 = 229 plf WISEMAN+ROHY Siructural Engineers WIND LOAD TABLES (ASCE 7.05 Chapter 6, Method 2) .May2011.(2099 IBC/2010 CBG/ ASCE 7-05, Sup #1 & 2) PROJECT: Genoptlx •LOCATION: Ca~sbad, CA JOB NO: 12'085 WIND LOADS Components & Cladding: Parapets Top of Parapet= 30 ft Parapet Height= 2 ft RoofSlope= 0.25 :12' Roof Angle= 1.2 degrees Exposure= C K,= 0.98 K,t= i.OO Kd= 0.85 V= 85.00 I= 1.00 qh = 0.00256 K, K,t Kd V2 I qh =· 15.44 psf CASE A: (Windward) AscE 7-05 Section 6;5.12.4.4: Ht< 60 ft. Walls -Figure 6-llA Area·< 700 square feet CASE A: Positive Wall Load to Front Side {Figure 6-11A) Ne~atlve Eage or Corner to B;ick Side (Figure 6-11B) CASE B; PositiveWall Load to Back Side (Figure 6-llA) Negative Wall Load to Front Side {Figure 6-11A) NOTE: GCP1.will·cancel out and in not considered for b'oth of these ca?es. Arel! Not at comer zone At. comer zone sq. ft, _+ Wa11J4) RoofUp (2 Total + Wall (5) Roof Up (3 Total 1Q 13.9.0 -27.80 41.69 l;!.90 -43,24·. 57.14 20 13.16 -24;54 37.70 13.16 -35.34 48.50 30 12.73 -22.64 35.37 12.73 -30.71 43.44 40 12.42 -21.29 33,71: 12.42 -27.43 39.85 50 12.18 -20.24 32.42 12.18 -24.89 37.07 60 11.99 -19.38 31.37 11.99 -22:81 ;!4.8Q 70 11.82 -18.66 30.49 11.82 ;21.05 32.88 80 11.68 -18:03 29.72 11.68 -19.53 31.21 90 11.56 -17.48 29.04· 1·1.56 -18.19 29.74 100 11.44 -16.99· 28.43 11.44 -16.99 28.43 150 11.01 -16.99 28.00 1-1.01 clG.99 28.00 · 200 i0.70 -16.99 27.69 10.70 -16.99 27.69 250 10.47 -16;99 27.45 10.47 -16:99 27.45 300 10.27 -16.99 27.26 10.27 -16:99 27.2(> 400 9.97 -16.99 26.95 9.97 -16.99 26.95 500 9.73 -16.99 26.71 9.73 ,16.99 26.71 CASE B: (Leeward) Arel! Not at corner (zone 4), At corner (zone 5) sq; ft. +Wall(4) -wau (4) Total +Wall(5) --Wall(S) Total 1'0 13.90 -15.29 -29.19 13.90 ~19;46 -33.36 20 13.16 -14.55 -21:11 13.16 -17.98 -31.14 30 12.73 -14.12 -26.8<J 12.73 -17:1'2 -29.84 40 12.4f -13.81 -26.23 12.42 -16.50 -28.92 50 12.18 -13.57 -25.75 12.18 -16.03 -28.21 60 11.99 -13.38 -25.37 11.99 -15.64 -27'.63 70 11.82 -i3.21 -25.04 11.82 -15.31 -27.13 80 11.68 -13.07 -24.75 1-1.68 -15:02 -26.71 90 11.56 -12.95 -24.50 11.56 -14.77 026.33 100 11.44 -12.83 -24.28 11.44 014.55 -25.99 150 11.Dl -12.40 -23.41 11.01 -13.68 -24.70 200 10.70 -12.09 -22.80 10.70 -13.07 -23.78 250 10.47 -11.86 -22.32 10.41 -12.59 -23.06 300 10.27 011.66 -21.93 10.27 -12.21 -22.48 400 9.97 sll.36 -21.32 9.97 -11,59 -21.56 5.00 9.73 -11.12 -20.85 9.73 -11.12 -20.84 10/30/2012 I l r I l r· l i ~ L 1= I-- I f Design Maps Detailed Report EUSGS Design Maps Detailed Report 2006/2009 International Building Code (33.136°N, 117.283°W) Section 1613.5.1 -Mapped acceleration parameters Note: Maps in the 2006 and 2009 International Building Code are provided for Site Class B. Adjustments for other Site Cla~ses are made, as needed, in Section 1613.5.3. From Figure 1613,5(1) c11 Ss = 1.160 g From Figure 1613.5(2) c21 51 = 0.439 g Section 1613.5.2 -Site class definitions SITE CLASS A B C D E E F SOIL PROFILE Soil shear wave Standard penetration Soil undrained shear NAME Hard rock Rock Very dense soil and soft rock Stiff soil profile Stiff soil profile velocity, V51 (ft/s) ,resistanc:e, N strength, s., (psf) Vs> 5,000 N/A N/A 2,500 < Vs S 5,000 N/A N/A 1,200 < \Is S 2,500 N > 50 >2,000 psf 600 s vs < 1,200 ts s N s so 1,000 to 2,000 psf vs< 600 N < 1s <1,000 psf Any profile with more than 10 ft of soil having th.e characteristics: 1. Plasticity index PI> 20, 2. Moi$ture content w ~ 40%, and 3. Undrained shear strength Su < 500 psf ·Any profile containing soils having one or more of the following characteristics: 1. Soils vulnerable to potential failure or collapse under seismic loading such as licjuefiable soils, quick and highly sensitive clays, collapsible weakly cemented soils. 2. Peats and/or highly organic clays (H > 10 feet of peat and/or highly organic clay where H = thickness of soil) 3. Very high plasticity clays (H > 25 feet with plasticity index PI> 75) 4. Very thick soft/medium stiff clays (H > 120 feet) For SI: lft/s = 0.3048 m/s 11b/ft2 = 0.0_479 kN/m2 Page 1 of 4 http://geohazards.us gs.gov /designmaps/us/report. php?template=minimal&latitude==3 3 .13 6&1ongitude=-l... 10/30/2012 I L I r r l=-, ... I ! '- Design Maps Detailed Report Page 2 of 4 Section 1613.5.3 -Site coefficients and adjusted maximum considered earthquake spectral response acceleration para!17eters 2-3 TABLE 1613.5.3(1) -VALUES OF SITE COEFFICIENT F. Site Class Mapped Spectral· Response Acceleration c;it Short Period A B C D E Ss s 0.25 0.8 1.0 1.2 1.6 2.5 Ss = 0.5 0.8 1.0 1.2 1.4 1.7 5s = 0.75 5s = i 0.8 0.8 1.0 1.0 1.1 1.0 1.2 1,1 1.2 0.9 F See Section 11.4. 7 of A5CE 7 Note: Use straight-line interpolation for intermediate values of Ss For Site Class =· D and Ss = 1.lE~0 g,. F. = 1.036 TABLE 1613.5.3(2) VALUES OF SHE COEFFICIENT F. Ss;::: 1.25 0.8 1.0 1.0 1.0 0.9 Site Class Mapped Spectral Response Acceler~tion at 1-s Period A B C D E F 51 s 0·.1 51 = 0.2 51 = 0.3 51 = 0.4 0.8 0.8 0.8 0.8 1.0 1.0 1.0 1.0 1.7 1.6 1.5 1.4 2.4 2.0 1.8 I 1.6 3.5 3.2 2.8 2.4 See Section 11.4. 7 of A.5tE 7 Note: Use straight-line interpolation for intermediate values of 51 For Site Class = D and 51 = 0,439 g, f. = 1.561 S1;::: 0.5 0.8 1.0 1.3 1.5 2.4 http://geohazards.usgs.gov/designmaps/us/report.php?template=minimal&latitude=33. l 36&1ongitude=-l... 10/30/2012 I I I !-,-- I t l ' I 1---t L f- l [ r-t--- 1 r Design Maps Detailed Report In the ·E;!quations below, th.e equation number corresponding to the 2006 edition is listed first,. ancl that corresponding to the 2009 edition is listed second. Equation (16-37; 16-36): SMs = F055 = 1.036 X 1.160 = 1.202 g Equation (16-38; 16-37): SMl =. fvS1 = 1.561 X 0.439 = 0.685 g Section 1613.5.4 -Design spectral response acceleration parameters Equation (16-39; 16-38): Sos = ½ $Ms = ½ X 1.202 = 0.801 g Equation (16-40; .16-39): S01 = ½ SM1 = ½x 0.685 = 0.457 g Page 3 of 4 2it http://geohazards.usgs.gov/designmaps/us/report.php?template=minimal&latitude=3 3 .13 6&longitude=-l... 10/30/2012 l I l . f i I , _ I I L ,-r I Design Maps Detailed Report Section 1613.5.6 -Determination of seismic design category TABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATION .... OCCUPANCY CATEGORY VALUE OF SDS .I or II III IV Sos< 0,167g A A A 0,167g :$ Sos < 0,33g B B C 0.33g :$ Sos < 0.50g C C D -·· 0.50g :$ Sos D D D For Occup~ncy Category= I and Sos= 0.801 g, Seismic Design Category= D TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON !-SECOND PERIOD RESPONSE ACCELERATION VALUE OF 501 OCCUPANCY CATEGORY I or II HI IV Soi< 0.067g .A A A .. 0.067g :$ S01 < 0.133g B B C 0.133g :$ S01 < 0.20g C C D 0.20g :$ S01 D D D For Occu'pancy Category = I and S01 = 0.457 g, Seismic Design Category = D Note: Wilen S1 is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Occupancy Categories I, II, and III, and F for those in Occupancy Category IV, irrespective of the above. Seismic Design Category = "the more severe design category 11'.l accordance with Table 1613.5.6(1) or 1613.5.6(2)" = D Note: See Section 1613.5.6.1 for alternative approaches to calculating Seismic Design Category. References Page 4 of 4 2-6 1. Figure 1613.5(1): http://earthquake.usgs.gov/hazards/designmcJps/doWnloc1ds/pdfs/IBC-2006-Figure1613_5(01).pdf 2. Figure 161'3.5(2): http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/IBC-2006-Figure1613_5(02).pdf http://geohazards.usgs.gov/designmaps/us/report. php?template=minimal&latitude=3 3 .136&1ongitude=-l... 10/30/2012 I I I i . l t I t r r ~ l . i I , . I WiSEMAN+ROHY Structural Engineers V',(IND LOAD TABLES (ASCE 7-05 Chapter &,Method 2) fv!ay 2011 (2009 IBC / 2010 CBC/ ASCE 7-05, S1,1p #1 & ~) WIND LOADS . PROJECT: Genoptix LOCATION: 'Carlsbad, CA JPl;l NO: 12-.0~5 MWFRS (Area> 700 s.f.) (ASCE 1~05 section 6.5.12.2.2) Ht< 60 ft. Figure 6-10 Mean Roof Height = 28 ft Least Building Dimen$ion = Roof Slope= 0.25 :12 Roof Angle= 1.2 degrees 10% of least bldg. Dim = 40% height= GCµ1 = +/· 0.18 4% of least bldg. Dim = Three Feet= Exposure= C K,= 0.97 a= K,1= 1.00 Corner Zone '2a' = Ki= 0.85 150 15.0 11.2 6.0 3.0 11.20 22.40 V= 85 qh = Q.00256 K,. K,1 Kd V2 I I= 1.00 qh= 15.22 psf Design Pressure (psf): Surface: GCpt w/+GCp1 1 Windwarc;!Wall 0.400 8.83 2 Windward Roof -0.690 -7.76 3 Leeward Roof -0.370 -2.89 4 Leeward Wall -0.290 -1.67 5&6 Side Walls -0.450 -4.11 lE Windward Waff Corner 0.610 12.02 2E Windward RoofEdge -1.070 -13.55 3E Leeward Roof Edge -0.530 -5.33 4E ~eeward Wall,_Corner -0,430 -3.80 NOTE: Per ASCE 7-05 Section 6.1.4.1, minimum wind is 10 psf over the entire projected area. MWFRS Parapets (ASCE 7-05 section 6.5.12.2.4) Parapet K, qP (psf) Pp (psf) Height (ft) (MWFRS) Windward 11 0;849 13.35 20.02 20 0.902 14.18 21.27 25 0.945 14.86 22.29 30 0.982 15_.44 23.16 w/-GCp1 3.35 -13.24 -8.37 -7.15 -9.59 6.54 -19.02 -10.81 -9.28 Pp (psf) Leeward -13.35 -14.18 -14.86 -15.44 10/30/2012 ft ft ft ft ft ft ft t i . ! I I I r { ... I f' r- r l ! WISEMAN+ROHY Structural Engineers WIND LOAD TABLES (ASCE 7-05 Chapter 6, Method 2) May 2011 (2009:IBC / 2910 _CBC / ASCE 7-05, Sup 'lf,1 _ & 2) WIND LOADS Components & Cladding: Walls Eave Height= 28 ft Roof Slope= 0.25 :12 Roof Angle= 1.2 degrees. GC~1 = +/-0.18 Exposure= C K,= 0.97 K.t= 1.00 Kd= 0.85 V= 85.00 I= 1.00 qh = 0.00256 K, K,t 'Kd V2 I qh = 15.22 psf GCP Factors: Area Windward Leeward Zones sq. ft. 4 &5 (crnr) 4 5 (corner) 10 0.900 -0.990 -1.260 20 0,852' -0.942 -1.1.64 30 0.824 -0.914 -1.108 40 0.804 -0.894 -1.069 50 0.789 -0;879 -1.038 60 0,?76 -0.866 -1.013 70 0.766 -0.856 -0.991 80 0.756 -0.846 -0.973 90 0.748 -0.838, --0,Q1;7 ( 100 0.741 -0.831 -0.942 150 0.713 -0.803 -0.886 200 0.693 -0.783 -0.846 250 0.678 -0.768 -0.816 300 0.665 -(J:755 -0.790 460 0.645 -0.735 -0.751 500 . 0.63Q 00,720 -0.720 PROJECT: Genoptix LOCATION: Carlsbad, CA JOB NO: 12~085 _ ASCE 7-05 Section 6.5.12.4: Ht< 60 ft. Walls -Figure 6-llA Area <700 squarefoet Area greater of (Span x Width) or (1.33 x Span) h = mean roof height ( eave height for e < 10 deg) Least Building Dimension = 150 ft 10% of least bldg. Dim = 15.0 ft 40% height= 11.2 ft 4% of least bldg. Dim = 6.0 ft Three Feet= 3.0 ft · Corner Zone 'a' = 11.20 ft Design Pressures 'p' (psf}: Windward Leeward Zones -4&5 (cr'nr) 4 5 (corner) 16.44 -17.81 -21.92 15.71 -17.08 -20.46 15.28 -16.65 -19.61 14.98 -16.35 -19.00 14.75 -16.12 -18.53 14.55 -15.92 -18.15 14.39 -15.76 -17.83 14.25 -15.62 -17.55 1.ll 1 :t _1 c: en _1., :in 14.02 -15.39 -17.08j 13.59 -14.96 -16.23 13.29 -14.66 -15.62 13.06 -14.43 -15.15 i2.86 -14.23 -14.77 12.56 -13.93 -14.17 12.33 -13.70 -13.70 10/30/2012 WISEMAN+ROHY Structural Engineers WIND LOAD TABLES (ASCE 7-05 Chapter 6, Methqd 2) May 2011 (2009 ll;lC / ~010 CBC-1 ASCE 7-05, Sup #1 & 2) WIND LOADS Components & Cladding: Roof Eave Height = 28 ft Parapet Height= 2 ft Roof Slope= 0.25 :12 Roof Angle= 1.2 degrees GCp1 = +/-0.18 Exposure= C K, = 0.97 Kzt:::; 1.00 Kd= 0.85 V= 85.00 I= 1.00 qh = 0.00256 K, Kzt Kd V2 I qh = 15.22 psf GCP Factors: PROJECT: Genop!ix LOCATION: Carlsbad, CA JOB NO: 12-085 ASCE 7-05 Section 6.5.12.4: Ht < 60 ft. Roof-Figure 6-11B Area < 700 square feet Area greater bf (Span x Width) or (1.33 x Span) h = mean roof height (eave height for 0 < 10 deg) Least Building Dimension = 150 ft 10% of least bldg. Dim = 15.0 ft 40% height= 11.2 ft 4% of least bldg. Dim = 6.0 ft Three Feet= 3.0 ft Corner Zone 'a'= 11.20 ft 10/30/2012 Design Pressures 'p' (psf): Area · Windward Leeward Zones Windward Leeward Zones _sq. ft. 1, 2&3 1 2 (edge) 3 (comer) 1, 2&3 1 2 (edge) 3 (comer) 10 0.30 -1.00 -1.80 -2.80 7.31 -17.96 -30.14 -45.36 20 0.27 -0.97 -1.59 -2.29 6.85 -17.50 -26.93 -37.57 30 0.25 -0.95 -1.47 -1.99 6.58 -17.23 -25.05 -33.01 40 0.24 -0:94 -1.38 -1.78 6.39 -17.04 -23.72 -29.78 50 0.23 -0.93 -1.31 -1.61 6.24 -16.90 -22.69 -27.27 60 0.22 -0.92 -1.26 -1.48 6.12 -16.78 -21.85 -25.22 70 0;22 -0.92 -1.21 -1.36 6.02 -16.67 -21.13 -23.49 80 0.2;1 -0.91 -1.17 ~1.26 5.93 -16.58 -20.51 -21.99 90 0.20 -0.90 -1.13 -1.18 5.85 -16.51 -19.97 -20.67 · 100 0.20 -0.90 -1.10 -1.10' 5.78 -16.44 -19.48 -19.48 NOTES: I I I I I L I f · !--I L t--· i-i j .. WISEMAN + 'ROHY __ STRUCTURAL _ENGINEERS JY . SQ l2 )ATE I o/12., Ci:,PtP'( . ----~-------------t;;.~~-~ ---..... ~it-~ u,+liE1.-E.vs.11-:o.Mf &,""1.2.s). -----· -------... ------------------------------·-·-· -- -----------~-------------···--------·-----------------· ! . . . . . i l . --;·-· ----·" -· ----·--·-. -------,u --------·--·------·-" . --------·· --- SHEET NO. 2--9 OF JOB NO. fz-oBS- :~. ~.,_r,-1/_~: -·· '1-0 I",} I'}, ~ .•• ( ,, J\Q ~. , X.2.1:>'-p (f,;,J88 : --·--.:::.---~--',. ···---··------···· -- ,.. ---- '· · WISEMAN + :IJOHY __ ·STRUCTURAL __ ENGINEERS _____________________________ .. __ SHEET NO. 3, 0 OF ---- JOB NO. /2 -ce') .... ---. _Ce-Nof?:-1 ____ . Er~--------__ .. ____________ ... . ·········. ----····-------------------------------.. ,---------------· P~r (\12. rri~~+ LZf6~t,ir)( 'i'x-1L\ ~ :~t.71L, ~) {.$..) ' . ' -------. -· --·---···----~-----------~ ------:----··-., -·---··-... ·--· -·-··· ------·----______ ,. ______ , __ ··--------- .[ . . 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' ! r I . -···-----------·------·-·---·---- '· " ~ X y Resµlts for LC 3, IBC 16-12 (b) 8 ~t 7 SK-2 Nov 19, 2012 at 9:52 AM Canopy.r3d ~ X y 10 Loads: ,BLC 3, Seismic Results for LC 3, IBC 1s:..12 (b) 8 5 SK-1 Nov 19, 2012 at 9:52 AM Canopy.r3d ! f· l I 1 l !. I I f l I (--· f f F I L I: I Company, Designer Job Number RISA-3D Version 10.0.0 [O:IProjects\12112-085 Genoptlx Tl\+ Calcs\Canopy.r3d] Nov19,2012 9:53AM _ 9hecked BY;. Page 1 -~ .... ---~--1"!-l.,.._~l>~--r~~l,M~--"*'P-+11-"IIU!'".1>_,,..,...~,JJ---,_~..,~"IMl--,,-1-'"""°'.........,,,... Company S':b1~;ber RISA-3D Version 10.0.0 [O:\Projects\12112-085 Genoptix Tl\+ Calcs\Canopy.r3d] Nov19,2012 9:53AM Chec~ed By:. Page2 'l:.N w .,. , __ .. ______________________________ _ Company Designer JobNufrmer Hot Rolled Steel $ecUou sets Nov 19,2012 9:53AM Checked By: __ 1:t+4!i~ltlili3·P:~!~t;l§:,~gff f iif :1°ii~~1.i!~~1Hi~1¾i~f.,il RISA-3D Version 10.0,0 [O:\Projects\12112-085 Genoptix Tl\+ Calcs\Canopy.r3d] Page3 1,1, .... __ , ..... _~1"""'"';"'1!'~~~~ ... 7""""'t~-~~!~~*'"--l.'t,~~··-~~r- Company Designer Job Number Member Area Loads reLc l ; Dead Load! JmA Ji~s Jome Jol~D I 1 t t I I Member Area Loags req; 2: Roof Live Loadl JmA Jiia .!ofStc Jol~D I 1 .i t t s I Member Point Loads ~ Direction ~ _ll:L t z t Member Labo! Plrection Magnltudelk k-flJ No Data to Print,,, RISA-30 Version 10,0,0 [O:\Projects\12112-085 Genoptlx Tl\+ Calcs\Canopy.r3d] Nov19,2012 9:53'AM Che~kedBy:_,_ MagnHudeJksO' ::.ll15. Magnitudtlksn -.QZ, L~ "j Page4 w _s:; ,,, Company Designer :Job Nl!_inber· Joint Qettections £By combinat1on1 Nov19,2012 9:53AM Checked By: __ 1 r"! 1 .. 1 .. t 1 ""n~1 X Do] Y Onl Z llnJ X Rot~oliltkutfr..._Z_~ I ,7 I ry I m I , o -I 6 r--o I o I o RISA-3D Version 10.0.0 [O:\Projects\12112·085 Genoptlx Tl\+ Calcs\Canopy.r3d) Page5 Company Designer Job Number Joint Deffec(ioa, (By Combination, (Continued} __LC Jofnt Label X nnl Y rinl z linl x 0.-.t .. G ..... r..,.,.n Joint Reactions LC_ Xlkl Vl1<1 7' fkl NR -,, 1~7$1 UXrtc~ffl 1 ,; Joint Reactions -Qverstrenqth lQ. ~ lll\ll Y1k\ Zlk\ NJ! 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Page9 ,.,.__,.,,.o,t;Mf.o,tf'AI, .. ___ Company Designer Job Number Member Section Forces (Contfnuedl LG_ Nov19,2012 ,9:53AM Checked By:, Tnm,, .. ~y_-v_Mo •.. ·z-:,Un 9 0 0 0 .t:~.lJ. -;~}:fir :f~[, '11'.1•>r: ~t,Hl1<JJ'f'1~l~mfi: ~,,z;,q-'.~ ~~~ wmni.ir,;}9; t;:-;;rn~~~ :A-E5trtfi~i: «t1nCG'i ~~ai~ 33 3 0 n 0 0 0 .1 '>R ~, f11~ ::\1::.J;,:;tJ~-1-:::1; >t] ~-~"&.1. ,:-:;:r.' tt.:,Ut ,r~:..,t,..:: .1...,,,11:?.n:~tt.:.l~ m,:.t1n~~w~~1,;0,-'ii;;:J ir~ i.u:ct.tnj·it_f;'~ ::!-tn,-.,;i., .. L! .. -..,.u.:.t· "-S s n .AR n n n -n ~')"il:R', J;:1'..r1.1,tf:Cz:J;'.1-:&,_,_M,1-&J~~-f r1J.~.i1.1(Y.:.?;; 611;,f",il~-i,ufi};!t~!Std'O:ffl:~ l!'.!.Ui .. u,1:,,>·lJc ·.11i~3.t.1nif('t'1i;, '..?!-:'-tf;;,,,.< J.fi~YMI "-7 ? ~, ?1. n n . n n n ! MH-1! 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RISA-3D Version 10.0.0 [O.\Projects\12I12-085 GenopUx Tl\+ Calcs\Canopy.r3d] Page 16 ... ~ ... -'1~!M<"' r . t1'?-'l,:~~~ ..... J"":"'~-"""'l;"V'l'-"'_"' ... ~-r--·-~"'~~~-~-"'T-"'r,t,1~'"1'1t.,....,,_.. __ .,,__ __ ,.., _____ _,..._"""---:-, ...s:: C> Coinpany Designer JobNllmber RISA-3D Version 10,0,0 [O:\Projects\12\12-085 Genoptix Tl\+ Calcs\Canopy,r3d) Nov, 19, 2012 9:53M1 c~8cked, ~Y~ Page 17 -~~'-""-r''~-_,~~,...,rcp-"t ''i'IJ :l"-"'""~---~~-,~~~------.......,_.....,...__.,.,..___,,"'i"', • __s:- '"' ••' •• -•••·•---·--·•-•·• .,.L, ••• , •. ····-"•·• WISEMAN + :ROHY ... __ .. __ . --·-·· . _$TRV9'_Y~A.L ENG_l~EERS ,.,----._ BY . SpR., DATE . lo/12. PROJECT 6~ (._, ! -----="'-"-' .......... -------~--- -.. ---·--------~ ---~~f-.11'~ ... : ------ • f2ooF ---'I~-o't. = ·--·-·-·--------·-·----,.------ ... ---·----... -·--······---·· .... ···-·· SHEET NO. ~] 1L.. OF ---- JOB NO. I z-oB5" Floor Joist Span Tables ~ .. • SSMA 1000S162-118 1000S200-118 1000S250-118 50 "e" web stiffeners required at ends, . 23'3' 24'3' Web stiffeners required ata/1 lnteribr supports tor 2-span conditions. See Table Notes on.page 33. loPfr DL + 3o~F L-Lr ::-4o-PoF ,..,-J.... Copyright© 2011 by the Steel Stud Manufacturers Asso<;iation- f>6 -rt-Bu: l~ 1.-I-D e::fi.f6rlo t-J ~r~1.1,..fD; lo DL. 4 3l? 1--1.-(4o 1i.-') Is fv\ovle. Co't-,..')~e-1'2..vP<--illJ ~ 1k~N ~t.,tp,.;t-16~6\.,, +-2-0p.,~\. l"MiT>-) 36 www.SSMA.com Complies With 2009 International Building Code (IBC) l I L I I f r· ! I I- r L l l- i. I ~ .. · Floor Joist Span Tables SSMA Table Notes 1. Spans are based ori ccmtinuous support of compression flange over the full length of the joist. 2. For two equal spans, the listed span is the distance from either end to the-center support, with the joist continuous over the center support. 3. Joists must be braced against rotation at all supports. 4. End shear end web crippling capacity have not been reduced for punchouts. 5. End web crippling check is based on 3 1/2 inch end bearing; Where listed allowable spans are followed by "e", web stiffeners are required at end supports. 6. Mid-Span supports not check for web crippling. Web stiffeners reqllired at mid-span supports. 1. Shear capacify at mid-span support has been reduced for the presence of punchouts adjacent to the supports. Mid-span combined bending and shear check based on stiffened web. 8. Total load deflection limited to U240. Live load deflection limit as noted. 9. Alternate span live loading has been considered for two equal span conditions. 1 0. Stud distortional buckling based on an assumed Kcp = o. 11. Moment of inertia for deflection is optimized based on the maximum moment at service loads for the listed spans; therefor span values may be greater than span$ based on effective moment of inertia listed in section property tables. Bridging Recommendations Floor joist bridging may be space as follows, .except where members design requires or will accommodate an alternate spacing. Track Web Stiffener -Stud Segment on Back of Joi.st Web Stiffener -Clip Angle Track Web Stiffener Web Stiffener -Track Inside Joist Joist Joist Reinforcement Web Reinforcement -Double Web (use back,to-back web crippling tables} ----------- Web Stiffener & Joist Reinforcement Details Bearing stiffeners must be designed·in.accordance with A/SI S100 section C8.7. .Copyright@ 201 f by the Steel Stud Manufacturers Association Complies With 2009 International Building Code (IBC) www.SSMA.com 33 Section Properties ~ __ , SSMA Structural (S) Stud Section Properties I l f. l I 1-· r L I I I . Copyright© 2011 by the Steel Stud Manufacturers Association 8 www.SSMA.com Complies With 2009 International Building Code (IBC) t- i ESR-22~9 I Most Widely Accepted and Trusted 8.4.2 Installation: See Sec!ion4.2. Page 4 of7 ·L/ lo 8.6 Evidence Submitted: 8.5 Conditions of Use: 8,6.1 Data in accordance with AC70 dated February See Section 5.0, and the following: 2011. 8:5.1 Refer to Section 8.4.1.4 for seismic considerations. 8.5.2 Refer to · Section .8.4.1.2 regarding use in 8.6.2 Data in accordance with AC70 dated October 2006. ~.7 Identification: preservative-treated and fire-retardant-treated wood. See Section 7.0. FIGURE 1-HILTI X-U FASTENER FIGURE 2-X-U 15 FASTENER TABLE 1-APPLICATION·DESCRIPTIONS BASE MATERIAL POWDER-ACTUATED FASTENER INSTA!-LATION METHOD LOAD DATA S~eel X-U and X0U 15 Fasteners Standard Table 2 Normal-Weight Concrete Standard Table3 X-U Fastener DX-KWIK Table4 Sand-lig)ltweight Carteret~ X-U Fastener Stal'\dard 3-inch.Deep Composite Floor Deck Panel X-U Fastener Standard Table 5 11'2-inc/l Deep Composite. F!oor Deck Panel X-U Fastener ~tandard Hollow Concr~te Masonry Units X-U Fastener Standard Table 6 G,rout-Filled Concrete Masonry Units X-U··F!\stener Standard TABLE 2-ALLOWABLE.LOADS FOR FASTENERS PRIVEN INTO STEEL1'2{lbf) FASTENER FASTENER SHANK -STEEL THICKNESS (ln.) DESCRIPTION DIAMETER I 3l1e I 1,4 . 3/s ,,2 ?. 3/4 (in.) · Tension 'Shear Tension Shear Tension Shear Tension Shear Tension I Universal 0.157 \. [1~01 3504 Knurled .Shank X-U 535 775 720 935 720 900 720 2753 .. Universal Knurled Shank X-U 15 0.145 155 400 230 395 420 450 3655 5005 3655 ·For SJ: 1' inch= 25.4 mm, 1 lbf = 4.4 N. 1Allowable load capacities are based on base steel with minimum yield strength (Fy) of 36 ksi and minimum tensile strength (Fu) of 58 ksi. 2The·fasteners must.be driven t9 where the f.0int ofthe fastener penetrates through the steel base material, unless otherwise noted. 3Based upon minimum poinfpenetration of le-inch. 4Based upoh minimum point penetration of 1'2-inch . . 5Based upon minimum point penetration of 1%2-inch. TABLE 3-ALLOWABLE LOADS FOR FASTENERS DRIVEN·tNTO NORMAL-WEIGHT CONCRETE1'2{1bf) FAS1:ENER · FASTENER SHANK MINIMUM CONCRETE COMPRESSIVE STRENGTH DESCRIPTION . DIAMETER EMBEDMENT 2000 p~i . 4000 psi 6000 psi Shear 3754 3503 4005 (in.) (In.) tension. S~e.ar Tension Shear Tension Shear 3· 1. 100 125 100 Universal 1 165 190 170 Knurled Shank X-U 0.157 11/4 246. 310 280 -11/2 275 420 325 For SI: 1 inch= 25.4.mm, 1 lbf = 4.4 N, 1 psi = 6895 Pa. 1Fasteners must,not·be driven until the-concrete has reached the designated minimum compressive strength. 2Concrete thickness·must be .a minimum of 3 times the embedment·depth of the fastener. 125 105 205 225 110 280 310 180 425 420 -- ! I I I i I r I i. I ~·- ~ l f (~ ,, j BY $CR DATE 11/,L --~---·-··BR1t6i~·:· WISEMAN + :ROHY STRUCT_~-~~~ ~NG..!~EERS PROJECT 6g0oP:nx. _ SHEET NO. L/ 7 OF --- JOB NO. I '2. "'!>g '5' I • -----. --! ·--. --1 L-41~0 11 . · . W1D11-1.::: 7~" : : . : 1 ____ ....... ___ ....... _ ... __ ....... __ : .. ~ ... 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(; ... ---·--_:_ -·--~~ w--i-----yr------:-I g;5"--~ ----i--t ,,11 RIM RAM Steel v14.04.05 Wiseman+Rohy Structural Engineers · Genoptix 02-085) DataBase: Bridge 0.1 Building Code: IBC Flo.or Type: Floor 11k ..:x::· T"" ..-N Floor Map W21x44 Fv=SO 11/11/12 15:55:57 Steel Code: AISC 360-10 _LRFD 11k ,., 1k W16x31 Fy=50 1k ~ ..:x:: O> M.1---------------------------------------------------l 11k W21x44 Fy-50 _ J V """'II 0 lO II •-· ..:x:: 'q" 01:k-~ g II a: i·, ________ , __________________________ _ ..- ~ ~ LO ..- 0 u. a: ..-. ..-~ ~ (0 (0 ..-~ ~- ..:x:: N ..:x:: ..-0) 1k W16x31 Fv=50 1k 0 8 ...:s;::- <:P -~~~-n,,,.11·~~~,-l'l ..... ~ .. --..~-~-.,,,,~~-.,-----,_·""""1-~•I"'~~-~-~ .. ---------------------------------:; .'. l I . : . . . . . I· I RAM Steel v14.04.05 Wiseman+Rohy StructurarEngineers Geiloptix (12-085) DataBase: Bridge 01 . Building Code: IB.C Floor Type: Floor I. RAM Steel v14.04.05 Wiseman+Rohy StructuraLEngineers Genoptix (12-085) DataBase: Bridge 01 . Building Code: IBC Decks: Deck Type N 't oncompos1 e Noncomposite Floor Map Floor Map Sla!>Action One-Way One-Way Orientation 0. 00 degrees 90.00 degrees 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD Page 2/2 I 1/11/12 15:55:57 Steel Code: AISC 360-10 LRFD L[4 I I r I l i I j __ _ f i' 1· l r- i J . I f-· I. I f I RAM Steel v14.04.05 Wiseman+Rohy Structural Engineers Genoptix.(12-0~5) DataBase: Bridge O 1 Building Code: !BC Floor Type: Floor m. RAM Steel v14.04,05 Wiseman+R6hy Structural Engineers Genoptix (12-085) DataBase:_ Bridge 01 Building Code: !BC Sunai;e Loads Label Floor Loads Bridge DI:, .psf 26.0 25.0, 'Floor Map Floor Map CDL psf 0.0 0,0 LL Reduction :psf Type 50.0 Reducible I 00.0 Reducible 50 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD 0 Page 2/2 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD PLL CLL Mass DL psf psf psf 15.0 0.0 0.0 15.0 0.0 0.0 l I l t . I L I l·-- t f f . f L r-~ I .. Beam Desi2n Criteria tJi'\1 ~[:1;!:k:~t~~~!~:al Engineers f I~: Genoptix (12-085) RAM DataBase: Bridge 01 ,___ _ _, Building Code: IBC TABLES SELECTED: Master Steel Table: Default Steel Table: Alternate Steel Table: UNBRACED LENGTH: Check Unbraced Length ramaisc ramaisc ramaisc Consider Point of Inflection as Brace Point Noncomposite/Ptecomposite Beam Design: Deck Perpendicular to Beam Braces flange Deck Parallel to Beam does not Brace flange Calculate Cb for all Simple Span Beams Use Cb=l for all Cantilevers SPAN/DEPTH CRITERIA: Maximum Span/Depth Ratio (ft/ft): 0.00 COMPOSITE IEFF: Do Not Reduce Ieff per AISC 360 Commentary DEFLECTION CRITERIA: Floor Criteria Unshored Initial (Construction Loa~): Post Composite Live Load: Total Superimposed: Total (Init+Superimp-Camber): Shored Dead Load: Live Load: Total Load: Noncomposite Dead Load: Live Load: Total Load: Floor Perimeter Criteria Unshored Initial (Construction Load): Post Composite Live Load: Total Superimposed: Total (Init+Superimp-Camber): Shored Dead Load: Live Load: Lid 0.0 360.0 240.0 24.0:0 0.0 360.0 240.0 o.o 360.0 240.0 Lid -o.o. 360.0 240.0 240.0 - 0.0 360.0 - delta (in) 0.0 0.0 0.0 0.0 0 .. 0 0.0 0.0 0.0 0.0 0.0 delta_{in) 0.0 0.4 0.0 0.0 0.0 0.4 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD I , . r I· I f-l l--t · I r- 1 r l i · Beam Desi2n ·Criteria 1--l ;;l-_ RAM Steel v14.04.05.00 Wiseman+Rohy Structural Engineers Genoptix (12 .. 085) RAM DataBase: Bridge O 1 ,_____ _ _, Building Code: IBC Total Load:. 240.0 Noncomposite Dead toad: 0.0 Live Load: 360.0 Total Load: 240.0 Roof Criteria Lid Unshored Initial (Construction. Load): 0.0 Post Composite Live Load: 240.0 Total Superimposed: 180.0 Total (Init+Superimp-Cambet): 180.0 Shored Dead Load: 0.0 Live Load: 240.0 Total Load: 180.0 Noncomposite Dead Load: o.o Live Load: 240.0 Total Load: 1'80.0 Roof Perimeter Criteria Lid Unshored Initial (Construction Load): 0.0 Post Composite Live Load: 240.0 Total Superimposed: 180.0 Total (Init+Superimp-Camber ): 180.0 Shored bead Load: 0.0 Live Load: 240.0 Total Load: 180.0 Nop.composite Dead Load: 0.0 Live Load: 240.0 Total Load: 180.0 Note: 0.0 indicates No Limit CAMBER CRITERIA FOR COMPOSITE BEAMS: Do not Camber Beams with Span< 0.0 ft Do not Camber Beams with Weight< 13.0 lbs/ft Do not Camber Beams with Weight> 1000.0 lbs/ft Do not Camber Beams with Depth< 11.0 in Do not Camber Beams with Depth> 100:0 in 0.0 0.0 0.4 0.0 delta (in) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 delta (in) 0.0 0.4 0.0 0.0 0.0 0.4 0.0 0.0 0.4 0.0 51. Page 2/3 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD f I r f r r I f ,.. I t . I .. Beam Desi2n Criteria In,. RAM Steel v14,04.05.00 g I Wiseman+Rohy Structural Engineers Genoptix (12-085) RAM DataBase: Bridge O 1 .___---'-.,.... Building Code: me Percent of Dead Load used for Camber: 80.00 (For Unshored Composite the specified % of Construction DL is used) Camber Increment (in): 0.250 Minimum Camber (in): 0.500 Maximum Camber (in): 4;000 CAMBER CRITERIA FOR NON COMPOSITE BEAMS: Do not Camber Beams with Span< 0.0 ft Do not Camber Beams with Weight< 13.0 lbs/ft Do not Camber Beams with Weight> 1000.0 lbs/ft Do not Camber Beams with Depth < 11.0 in Do not Camber Beams with Depth> 100;·0 in Percent of Dead Load used for Camber: 80.00 Camber Increment (in): 0.250 Minimum Camber (in): 0.500 Maximum Camber (in): 4.000 STUD· CRITERIA: Stud Distribution: Use Optimum Maximum% of Full Composite Allowed: 100.00 Minimum% of Fµll Composite Allowed: 25.00 Maximum Rows of Studs Allowed: 3 Minimum Flange Width for 2 Rows of Studs (in): 5.500 Minimum Flange Width for 3 Rows of Studs (in): 8.500 Maximum .Stud Spacing: Per Code WEB OPENING CRITERIA: Stiffener Fy (ksi): 36.000 Stiffener Dimensions Minimum Width (in): 1.000 Minimum Thickness (in): 0.250 lncrement of Width (in): 0.250 Increment of Thickness (in): 0.125 Increment of Length (in): 1.000 Do Not Allow Stiffeners on One Side of web Allow Stiffeners on Two Sides of web S) Page 3/3 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD .. " Beam Summary RAM Steel vl4.04.05;00 '11 Wiseman+Rohy Structural Engineers Genoptix (12-085) UM DataBase: Bridge 0 1 Building Code: IBC STEEL BEAM DESIGN SUMMARY: Floor Type: Floor Bm# Length. +Mu -Mu Mn Fy ft kip-ft kip-ft kip-ft ksi 1 35.00 216.8 0.0 397.5 -50.0 2 35.00 174.5 0.0 737.5 50.0 3 17.00 1.0 0.0 25.9 50.0 4 41.00 168.5 0.0 397.5 50.0 5 41:00 168.5 0.0 397.5 50.0 6 18.50 1.9 0.0 78.0 50.0 7 19.00 58.l 0.0 225.0 50.0 8 18.50 1.9 0.0 78.0 50.0 9 19.00 120.6 0.0 225.0 50.0 * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD Beam Size Studs W21X44 u W24X68 u W12X19 u W21X44 W21X44 W16X31 u W16X31 u W16X31 u W16X31 u I j f f f I I I I-- i t. f f--- 1 I L- I-L· I I I Gravity Beam D.esii:n ' .,,, RAM Steel v14.04.05.00 I Wisem~+Rohy Structural Engineers . Genoptix (12-085) . RAM DataBase: Bridge Q 1 ..__ _ __, Building Code: IBC Floor Type: Floor SPAN INFORMATION (ft): Beam Size (Optimum) Total Beam Length (ft) Mp (kip-ft) = 397.50 LlNE LOADS (k/ft): Load Dist DL 1 0.000 0.088 41.000 0.088 2 0.000 0.044 41.000 0;044 Beam Number= 4 I-End (17.00,35.00) J-End (58.00,35.00) = W21:X:44 = 41.00 LL Red% Type PartL 0.350 0.0% Red 0.053 0.350 .0.053 0.000 NonR 0.000 0.000 0.000 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD Fy = 50.0 ksi SHEAR (Ultimate): Max Vu (1.2DL+l.6LL) = 16.44 kips 1.00Vn = 217.35 kips MOMENTS (Ultimate): Span Cond Load Combo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ l.2DL+l.6LL 168.5 20.5 0.0 1.00 0.90 357.75 Controlling l.2DL+l.6LL 168.5 20,5 0.0 1.00 0.90 357.75 REACTIONS (kips): Left Right DLreaction 2.70 2.70 Max +LL reaction 8.25 8.25 Max +total reaction (factored) 16.44 16.44 DEFLECTIONS: Dead load (in) at 20.50 :ft = -0.343 LID = 1436 Live load (in) at 20.50 ft = --1.047 LID = 470 Net Total load (in) at 20.50 ft = -1.389 LID = 354 I . l , . l I f. 1-, I 1-· I: I Gravity Beam Desi2n ' . "'1 RAM Steel v14.04.05.00 g 1· Wiseman+Rohy Structural Engineers Genoptix (12-085) RAM DataBase: Bridge O I '--------' Bµildiilg Code: IBC Floor Type: Floor SPAN INFORMATION (ft):. Beam Size (Optimum) Total Beam Length (ft) Mp (kip-ft) = 397.50 LINE LOADS (k/ft): Load Dist DL 1 0.000 0.088 41.000 0.088 2 0.000 0.044 41.000 0.044 Beam Number= 5 I-End (17.00,28.00) J-End (58.00,28.00) = W21X44 = 41.00 LL Red% Type PartL 0.350 0.0% Red 0.053 0.350 0.053 0.000 NonR 0.000 0:000 0.000 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD Fy = 50.0 ksi SJIEAR (Ultimate): Max Vu (1.2DL+l.6LL) = 16.44 kips t.OOVn = 217.35 kips MOMENTS (Ultimate): Span Cond Load Combo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max+ 1.2DL+l.6LL 168.5 20.5 0:0 1.00 0.90 357.75 Controlling l.2DL+l.6LL 168.5 20.5 0.0 1.00 0.90 357.75 REACTIONS (kips): Left Ri"ht g_ DL reaction 2.70 2.70 Max +LL reaction 8.25 8.25 Max +total reaction (factored) 16.44 16.44 DEFLECTIONS: Dead load (in) at 20.50 ft = -0.343 LID = 1436 Live load (in) at 20.50 ft = -1.047 LID = 470 Net Total load (in) · at 20.50 ft = -1.389 LID = 354 I I ~ I !: r - I t f. I l 1 I Gravity Beam D'esi2n 'iw1---_, RAM Steel v14.04.05.00 r, Wiseman+Rohy Structural Engineers Genoptix (12-085) UM Data.Base: Bridge 01 ~___, Building Code: IBC 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD Floor Type: Floor Beam Number= 1 SPAN INFORMATION (ft): I-End (17.00,0.00) J-End (17.00,35.00) Beam Size (User Selected) = W21X44 Py = 50.0ksi Total Beam Length (ft) = 35.00 Mp (:kip-ft) = 397.50 POJNT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 28.000 2.70 7.17 19.8 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist 1 0.000 2 35.000 0.000 35.000 DL 0.221 0.221 0.044 0.044 IL 0.425 0.425 0.000 0.000 Red% 19.8% Type Red NonR PartL 0.128 0.128 0.000 0.000 Red% PartL 0.0 1.08 SHEAR (Ultimate): Max Vu (1.2DL+l.6LL) = 30.02 kips 1.00Vn = 217.35 kips MOMENTS (Ultimate): Span Cond Center Controlling Max+ REACTIONS (kips): DL re.action Max +LL reaction Load Combo l.2DL+l.6LL l.2DL+l.6LL - Mu kip-ft 216.8 216.8 Left 5.18 9.56 Max +total reaction (factored) 21.52 DEFLECTIONS: Dead load (in) · at 18.03 ft Live. load (in) at 18.03 ft Net Total load (in) at 18.03 ft @ ft 20.2 20.2 Right 6.80 13.66 30.02 = -0.464 = -0.893 = -1.357 Lb ft 0.0 0;0 Cb 1.00 1.00 LID LID LID = = = Phi 0.90 0.90 906 470 310 Phi*Mn kip-ft 357.75 357.75 I I l I I r I I ! -r I I f, I l Gravity Beam Desi2n -58 11f1 g Wiseman+RohyStructural Engineers Genoptix (12-085) RAM Steel v14.04.05.00 RAM DataBase: Bridge O 1 .__ _ __. Building Code: IBC 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD Floor Type: Floor Beam Number = 9 SP AN INFORMATION (ft): I-End (58.00,16.00) . J-End (58.00,35.00) Beam Size (User Selected) = W16X31 Fy = 50.0 ksi Total Beam Length (ft) = 19.00 Mp (kip-ft) = 225.00 :POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 1.08 12.000 2.70 . 7.17 7.6 0'.00 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist · 1 0.000 . 2 19.000 0.000 19.000 DL 0.240 0.240 0.031 0.031 LL 0.463 0.463 0.000 0.000 Red% 7.6% Type Red NonR PartL 0.139 0.139 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+l.6LL) = 21.54 kips 1.00Vn = 131.18 kips MOMENTS (Ultimate): Span Cond Load Combo Center Max+ l.2DL+l.6LL Controlling l.2DL+l.6LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction (factored) DEFLECTIONS: Dead load (in) at Live load (in) at Net Total load (in) at Mu kip-ft 120.6 120.6 Left 3.57 8.22 17.44 9.79 ft 9.88 ft. 9.88 ft @ ft 12.0 12.0 Right 4.29 10.2.5. 21.54 = -0.129 --0.312 = -0.441 Lb ft 0.0 -0.0 Cb 1.00 1.00 Phi 0.90 0.90 LID = 1769 LID = 732 LID = 518 Phi*Mn kip-ft 202.50 202.50 I I L f i r I-I !-- 1 l I l L I ,11 RAM Beam Connection Check RAM Steel vl4.04.05.00 Wiseman+Rohy Structural Engineers Genoptix (12-085) DataBase: Bridge 01 Building Code: IBC 11/11/12 15:55:57 Steel Code: AISC 360-10 LRFD Connection Table File Name: C:\Program Files\Bentley\Engineering\RAM Structural System\Tables\WSC 13th lin A325-N LRFD top and btm cope.con · Shear tab connection capacities for LRFD usjng 1" A325-N bolt.stop and bottom c oped Beams: A992 Fy=50 She~.tabs: A36x3/8" thk up to 7 bolts, 1/2" thk 8 or more bolts-----????? User Denned Allowable Connection Values -:Factored (kips): Size W8 WlO W12 W14 W16 W18 W21 W24 W27 W30 W33 W36 W40 W44 Floor Type: Floor Numb~r of W amings = 0 Notes: Capacity Comments 18.60 2 bolts 2().80 2 bolts 32.90 3 bolts 37.80 3 bolts 54.~O 4 bolts 82.30 5 bolts 115.20 6 bolts 130.00 6 bolts 176.60 . 7 bolts 206.20 8 bolts 254.70 9 bolts 275.60 10 bolts 295.70 11 bolts 319.90 r2 bolts Beams With cantilever~ are not 9hecked at support$ under cantilevers. Frame beams ate not checked. I I <. Gravity Column Desi2n Summary (£)0 '11 RAM Steel v14.04.05.00 · Wiseman+Rohy Structtlfal Engineers . Genoptix (12-085) UM DataBase: Bridge 01 11/19/12 09:24:03 Building Code: ISC Steel Code: AISC360-05 LRFD Column Line F.6-3 Level Pu Mux Muy LC Interaction Eq. Angle Fy Size Floor 20.3 0.1 8.3 1 0.94 Eq (Hl-la) 0.0 46 HSS4X4X3/16 Column Line G-3 Level Pu Mux Muy LC Interaction Eq. Angle Fy Size Floor 41.3 6.4 lJ.9 1 0.72 Eq (Hl-la) 0.0 46 HSS6X6Xl/4 Column Line H-3. 7 Level Pu Mux Muy LC Interaction Eq. Angle Fy Size Floor 18.4 0.2 8.1 1 0.33 Eq (H1.,lb) 0.0 46 HSS5X5X5/16 Column Line H-3 Level Pu Mux Muy LC Interaction Eq. Angle Fy Size Floor 33.9 6.5 9.3 1 0.50 E9 (Hl-lb) 0.0 46 HSS5.5X5.5X5/16 Column Line H.5-3. 7 Level Pu Mux ·:Muy LC Interaction Eq. Angle Fy Size Floor 12.7 0.1 5.1 1 0.88 Eq (Hl-la) 0.0 46 HSS4X4Xl/8 Column Line H.5-3 Level Pu Mux Muy LC Interaction Eq. Angle Fy Size Floor 12.7 0.1 5.1 1 0.88 Eq (Bl-la) 0.0 46 HSS4X4Xl/8 I r I i I t t I r-r . t I I- I L.- 1--t . I _ WISEMAN + ;ROHY ____ _. _ STRUCTORAL,ENGINEERS ___ ·-·-··· _____________________________________________ _ SHEET NO. 0 I OF ---,,---,,- JOB NO. I 2. -CJ QCL --------ckn::ifg ··kltND ·frQ:sstzr::;-· -------------_____ : ______________________ ,; _____________ E> ____ ------------------------------ -----2.4" ! . -s -' ' i • 8 '-c/ ht6Jl ;-z..3' 4 3 Psrt ~ ")~~ Ft6 &;;:..U; -: -------······ ---------· ------------~------~ --~ .. (.cPR~-~)-------·-------... --·--· ----·--· : ______________ ------!-····· -----------~---------- ~ 4-(2,.:i)(<:!l,6J~2!Sl -------------·-r: crf~CtAs --------------------· ,_: --------- ~ (1~·,i-2-){. ~i){i.~z) As . := 3ao A7 - ,. .. ·-· --,-· .... ---~--' __________ ,. ___ 1.-.--___ _,_ __ /· : _ ~ itB''cp ¼ i:>1 1~0\' Ow! .\~--1:·. . ····-· ·------------; -------------------- ·---··"---· .. ·----·· --··-... L-----~ --·· ---.. . . . . . . 1 ! ! ; ' . ; ---··---··-··-·---- 6.5.1~.4.2 1;hdldings with h > 60 ft (18.3 m). Design wind pressures on components and cladding for all buildings with h > 60 ft (18.3 m) shall be.determined from the followil).g equation: p = q(GCp) -q;(GC pi) (lb/ft2) (N/m2) (6.23) where q = q, for windward walls calculated at height z above the ground q = qh for leeward walls, side walls, and roofs, evaluated at heighth q; = qh for ·windward walls, side walls, leeward walls, and roofs of enclosed buildings and for negative internal pressure evaluation in partially enclosed·buildings q; = q, for positive internal pressure evaluation in partially enclosed buildings where he.ight z is defined as the level of the highest opening in the building that c6ul(l affect the positive internal pressure. For buildings sited in wind-borne debris regions, glazing that is riot impact resistant or protected with an impact-resistant cover- ing, shall be treated as an opening in accordance with Section 6.5.9.3. For positive internal pressure evalua- tion, q; may conservatively be evaluated at height .h (q; = qh) (GCp) = external pressure coefficient from Fig. 6-17 (GC p;) = internal pressure coefficient given in Fig. 6-5. q and q; shall be-evaluated using exposure defined in Sec\ion 6.5.6.3. 6.5.12.4.3 Alternative Design Wind Pressures for Compo- nents and. Claddipg in Buildings with 60 ft (18.3 m) < h < 90 ft (27.4 m). Alternative to the requirements of Section 6.5.12.4.2, the design of components and cladding for buildings with a mean roof height greater than 60 ft (18.3 m) and less than 9Q,ft (27.4 m) values from Figs. 6-11 through 6-17 shall be used only if.the height to width ratio is one or less ( except as permitted by Note 6 of Fig. 6-17) and Eq. 6-22 is used. 6.5.12.4.4 Parapets. The design-wind pressure on the compo- nents and cladding elements of parapets shall be designed by the following equation: p = qp(GCp -GCp;) (6-24) where q P = velocity pressure evaluated 1;1t the top of the parapet GC P = external pressure coefficient from Figs. 6-11 through 6-17 GC pi = internal pressure coefficient from Fig:6-~ ,,based on the porosity of the parapet envelope Two load cases· shall be considered. Load Case A shall consist of applying the applicable positive wall pressure from Fig. 6-1 lA or Fig. 6-17 to the front sur:face of the parapet while applying the applicable negative edge or corner zone roof pressure from Figs. 6-11 through.6-17 to the back surface. Load Case B shall consist of applying the applicable positive wall pressure from Fig. 6-1 lA or Fig. 6-17 to the back of the parapet surface, and applying the applicable negative wall pressure from Fig. 6-1 lA or •Fig. ·6-17 to the front surface. Edge and corner zones shall be arranged as shown in Figs. 6-11 through 6-17. GCp shall be determined for appropriate r.oof angl~ and effective wind·atea from-Figs. 6-11- through 6-17. If foternal pressure is present, both load cases-should be evaluated under p9sitive and negative internal· pressure. 1 6.5.13 Design Wind Loads on Open Buildings with Monoslope, Pitched, or Troughed Roofs. 6.5.\3.1 General. Minimum Design Loads for Buildings and Other ~tructures 6.5.13.1.1 Sign Convention. Plus and minus signs signify pressure acting toward and away from the top surface of the roof, respectivefy. 6.5.13.1.2 Critical Load Condition. Net pressure coeffi- cients C N include contributions from top and bottom surfaces. All load c;ases shown for each roof angle shall be investigated. 6.5.13.2 Main Wind-Force Resisting Systems. The net design pressure for the MWFRSs of monoslope, pitched, or troughed roofs shall be determined by the following equation: p = qhGCN (6-25) wh~re qh = velocity pressure evaluated at mean roof height h using the exposure as defined in Section 6.5.6.3 that results in the highest wind loads for any wind direction at the site G ;,:, gust effect factor from Section 6.5.8 C N = net pressure coefficient determined from Figs. 6-I 8A through 6-18D For fr~e roofs with an angle of plane of roof from horizontal 0 less than or equal to 5° and containing fascia panels, the fascia panel shall be considered an inverted parapet. The contribution of loads on the fascia to the MWFRS loads shall be determined using Section 6.5.12.2.4 with qp equal to qh. 6.5.13.3 Component and Cladding Elements. The net design wind pressure for component and cladding elements of mono- slope, pitched, and troughed roofs shall be determined by the following equation: p = qhGCN where (6-26) qh = velocity pressure evaluated at mean roof height h using the exposure as defined in Section 6.5.6.3 that results in the highest wind loads for any wind direction at the site G = gust-effect factor from Section 6.5.8 C N = net pressure coefficient determined from Figs. 6-l 9A through 6-19C ,.. 6.5.14 Design Wind Loads on Solid Freestanding Walls and Solid Signs. The design wind force for solid freestanding walls and solid signs shall be determined by the following formula: F =iJhGC1As '(lb) (N) where (6-27) qh =the.velocity pressure evaluated at height h (defined in Fig. 6-20) using exposure defined in Section 6.5.6.4.1 ·G = gust-effect factor from Section 6.5.8 Cf = net fo_rce coefficient from Fig. 6-20 A, = the gross area of the solid freestanding wall 6r solid sign, in ft2 (m2) 6.5.15 Design Wind Loads on Other Structures. The design wind forcefor other structures shall be determined by the follow- ing equation: F = qzGC 1A1 (lb) (N) where (6-28) q, = velocity pressure evaluated at height z of the centroid of area AJ using.exposure defined in Section 6.5.6.3 G = gust-effect factor from Section 6.5.8 Cf= force coefficients from Figs. 6-21 through 6-23 A I = projected area pormal to the wind except where CI is spec- ified for: the actual surface area, ft2 (m2) 29 Other Structures-Method2 All Heights Figure 6-20 Force Coefficients, <;r Solid Freestanding Walls & Solid Signs I· B ·I j s J s J • j,Balanc~I I t1 11 I --.----L..,...._sou __ o_s_1 • N_o_R...,a ....... 1 f s FREESTA;NOING WALL_ ..1..: CASEA t· WIND L~ F F CASEC GROUN9 SURFACE ELEVAllr;>N VIEW i M-,-0.28 I• Balance,1 s I • I • I t_ • • • • • -Clearance Ratio, slh S'0.05 0.1 0.2 . 0.5 ·c 11 1.80 1.70 1.65 . 1.55 02 1.85 1.75 1.70 1.60 0.7 1;90 ·1.85 1.75 1.70 0.5 1.95" 1,85 1.80 1.75 .. 0.3 1.95 1;90 1.85 1.80 . 0.2 1.95 1.90 1.85 1.80 .S0.16 1.95 1.90 1.85 1.85 CASE'S I • F ,t '-WINO It--I-"'' RANGE PLAN VIEWS Ct .CASE A & CASE B Aso.ect Ratio Bis 1 /2 J J4\ 5 .10 1.45 1.40 1.35 1.35 1.30 1.55 1.50 1.45 1.45 1.40 1.65 1:60· 1.60 1.55 1.55 1.75 . 1.70 1.70 1.70 1.70. 1.80 1:80 1.80 1.80 1.80 1.80 1.80 . 1.80 1.80 1.85 1.80 1.80 1.85 1..85 1.85 Ct CASEC 2'.l 30 2'45 1.30 1.30 1.30 1.40 1.40 1.40 1.55 1.55 1.55 1.70 1.70 1.75 1.85 1.85 1.85 1.90 1.90 1.95 1.90 1.90 1.95 Region Aspect Ratio, B/s Region AspecrRatio, B/s (tafm1a Qnt1rt1ll dstn:elnln dsm::e flan v.1-ectlol 2. /3, {4', 5 6 7 8 9 10 . .. --13 Oto s 2.25 2-:SO 2.90 3.10· 3.30* 3.40* 3.55' 3.65* 3.75' Otos 4.00* sto 2s 1.50 1.70 1.90 2.00 2.15 ·2.25 2.30 2.35 2.45 sto2s 2.60 2s to 3s 1.15 1.30 1.45 .. 1.55· 1.65 1.70 1.75 1.85 2sto 3s 2.00 3s to 10s 1.10 1.05 ·1,05 1.05' 1.05 1.00 0.95 3sto4s 1.50 4S10 5s 1.35 ·va1ues shall be roo_l!lplled PLAN VIEW OF WALL OR SIGN l,/s D_.,....,_C•-·sr:1 by tho following reduction , 0.3· 0.90 ~ITJ-! ~Rfi'!"UAN CORNER 5s to 10s 0.90 factor whe.n a re tum 1.0 0.75 /I I >10s 0.55 comer Is present: ;,2 0.60 Wt<D B . Notes: 1. The term "signs" in notes below also applies to 'freestanding walls". 2. Signs with openings comprising less than 30% of the gross area are classified as solid signs. Force coefficients for solid signs with openings · shall'be permitted to be multiplied by. the reduction factor (1 -(1 -e) '\ . . 3. To allow for both.normal and oblique wind directions, the following cases shall be considered: For s/h < 1: CASE A: resultant force acts normal to the face·of the· sign through the geometrtc center. CASE B: resultant force acts normal to.the face of the sign at a distance from the geometrtc center tow,ird the windward edge equal to 0.2 timlll' the average width of the sign. For B/s ;, 2, CASE C must also be considered: CASE C: resultant forces act normal to·the face of the sign through the geometrtc centers of each region. For·s/h = 1 :, · The same cases as above except that the vertical locations of the resultant forces occur at a distance above ;,45 4.30' 2.55 1.95 1.85 1.85 1.10 0.55 ( :, fo~A;:et::~r::;:~:.:::t:o:::::::~::, :::::;~!:::~:~:::tion fa~r~ \ S-=-'3 )S h = '6, I 'I;' :::.\,0 !l. Linear lnterpolatio;;Ts permitted for values of s/h, Bis andL,Js other than shown. 6. Notation: B: liprlzontal dimension of sign, In feet (meters): h: height of the sign, In-feet (meters); s: vertical dimension of the-sign, In feet-(meters); e: ratio of solid area to gross area; L,: hortzontardlmension of return corner, In fee~-(meters) Minimum Design Loads for Buildings and Other Structures I I 73 l· I I ! 1 I = [ l L I . l l ! i ·. 1 ·· I 611 CONCRETE SLAB-DN-$RADE VV #4 ·@ 18" E.Yt TYF.@ 1'-11 11 ------- COLS ·1---.;_....j..-w.,___. TYP .. I I I I I 411 5'-5 1/211 : 5'-11/211 5'-11/211 5'-5 1/211 MECHANICAL YARD SCALI:: 1/811=1'-011 NOTE: AL.L STEEL TO BE GALVANIZED AND FRIMEO U\ I ~ --- ~ I ~ --- ~ I ~ I ---f i ~ I I ~ ,. f --- ~· l\' ~ ---I ~ HSS4X4XB/8 i . I . TYP OF 11 ' L { f i I . I i r I l .. ' I f FOR ITEMS NOT NOTED SEE~ ~ 111 : ~ LOUVER PER I· I I ARGH'L ~I I i II (E) PAVING \ . ___ _J_7 () I U) ~~ I 0" ({) _J ,: I I I // I I I I I . I I I I 1/ 411 GAF PL. ---- $ 8'-211 HSS 4X2X3/1 TYF. SLAB FER PLAN TYP. @ T 46 )..; ,A , 1 > . ~ 0 1-811 0 1 ~II ch -t:..1. o·:...o" $ ,, 1811 DIA GONG. FTG. I 111 ii I I II @ELEVATION TYP. · r----..--@TOP TYP. ) II (@ SIDES @ •*-·-·-·-~··-;·wr----·--r,.,--. ....,.,,-~'!"""'·r"----!··;'""-·~-~-~-~,, ... ~r-··~-:-----:---- ~ IJ"\ ,t, . WISEMAN + ROHY ___ M ____ --•••• • • • • -• • r .. . .. STRU.~TU.R~~ ENG.mJI~_s _ (~1 BY so(L. DATE 1½°'2-PROJECT_;6~1/.u.f;;:;U-tl\½4rt....!../,txi~--------------:---SHEET NO. &;;(o OF --- JOB NO. J,2-~ae 5 -·----------· ----·Nru--fi.,isa-··&~snjGi ·-··e,-G·gw·@ --··--· · ·· .... -· ·-· -· ~~ i ~ • ·-·-··---r O ·------ • -~25?g Fr'=== t.D,~'20 tJ-r.c-s.z_R=f ( 8 1 ' ~El-) ---·-· -~·---------·------·-----------------------· -----------· ----·-------. ------------·-·---:· --------. . ' . • • l ' ------·--· --.. -· -··-. --. -~--·-· --..... -. . • I -, ________ · ~--. :. -··-·----------~---· -· ·--,. __ : ________ , __ , ..... ----· ;_ _____ . 6'-4'~ £,'-0" DOCl<~LL (E) OPENING 11 I, Ii ll .JI. ,i---,,..---,-1--'---r--~----·-----·-"--""'""""" fNTERIOR ELEVATION SCALE vei':1'-0" ,--~ ~' \_ L . s;::::::;::;i~' ·ROOF FRAMING 1/411 GAP PL H55-6x6x5/8 (TYP. OF 2) GALV. 4 PRIMED , PL 1/2X4X1'-011 @ 5611 W 2-5/811 DIA. HILTI 'KB-TZ' (S 1/811 EMBED) ('111GA.) PL 1/2X6X1'-011 Vo/ 2-5/811 D-IA._ HIL. Tl 'K6-TZ'. (S 1/811 EMBED) ('111GA.) j I I . ' .,. 'WISEMAN+ ROHY _. .. ....... __ . __ .. ~T~UCJYRAL E~~lNEt~.S ..... ---·------·--__ __ . . ... ____ ... ('·) BY ';:1)12_ DATE_-lt-/12.., PROJEa_· (q_......._a)Q.._._._Pr);A.i..:.,,:.;:-_________ _ SHEET NO. ~ C,\ OF --- JOB NO. r2 ·Pfi' 5: bf:A.\llt'i .\)u..rr-,::-l0rolh, . -:S4t~ L1vs.. kAt> : . -· ··--·· .............. ----------··-· ·-· --.. . . -,. ----------··------~--··-····· .. ··---·-·· -------·-·-·--. ' t--4~~ fA:0S . . f : ~n \t-Jrb 3 ~$ -. 1· . . 1b \ ~ b' : ----····-------------------····---·--....... ___ p;::-~----.. 6_.s-''t-c;'JQb ~)~4417 ----~-,-J -~I '_ -~t::r ----______ : ---·-----------. p . tb ' t P))is(0:-;5 .;: 37S-/ j,~f, . 1 j .. . ,, YB.! L ~Lt ~ I C>~\~.M--lv =-2-ii;. . . II .. 1 V ! --------·--M .i,.. "' (e, :f .. -ttiJ"']<f.z '_ ,br/ &, ;e. w -· ~ --:-D · --1 . . . . . . '. c>ru6' e, . . -' .' . '. '9 Cf !Ro~ = fu;'.'1r, ' -,,...-;-----;-'1:-:__-D-------1 ... :~· -f,J~~--f . : -------:-; -----;·--·--------~;..· '"j:j' ______ ·--... ·:;,-· ----i::.. ~ IR=7,z1' +w!2--'% <s:o I~ ' "· · · · · I _______________ .tJ.:J !O. 7=,IL. :n--f ?--~ 5 i. ( 5"' b : -~ i .' ... _____ ..... , ! I 'j r .. ----------------------+-•••'---v•------• --·-•• <-• ---------·---- ! . j : ! l ; . r . ' ! • I .. I I . . i • i . . ' . -,·~:~ f . i ,_ ! i : f __ ( ··) ______ --·-·--·-----.... ·--·------·--------------·:---·--·--···-··-·· ___ , _____ ; ..... -·-·-·--· __ ' ___________ } __ _ *.!.::::;,?' J. ' l ; l ' ; . . i i-- l r ; ' -···-·---···---.. -------·--·-·--------·---·. -----. . f ....• i ' -----·---·-··-·· ·--------··-··--·-----·-. . -... ------------·-·--·--~------· -' ' : : . ! .. / ' -: ! ····-·-···-··-·--------·---·-·-·--.'........... .... . -·------------··---·----.. -t . . • ------·------------------------~ -·-L 0 • WISEMAN + ROHY .. _SJR.L!gU~AU~~l-~~E~S ______ .. _.. . ... ·-•H • ---U O ---• • -··· -• -- (--...\ BY ,'.::DR,, DATE 11(12 PROJEct __ ·~=·~,._·_._.\'..,_A;;._ ____ ___,, __ \'"" ·1 SHEET NO. . f'J-o OF --- JOB NO. (2.-bBS-:: --. --------· ·-·-· -----·--. -----------~·-------·· ... '---~--·-.. ..,,,. -,. -' . ··-· --------... ---..... i 2l' )'. 1'1' 'TYPtAI- .... ··-------------~--~~~~;;-~~~~~lb-·----·-~-;,--: ---~1 ~-1------------·--·--···-·-· .. % 6.YP-! 2.8 MtoC-G.'o _____. . n rer , : r1,D i --· -...... ; .. ·PsiD-ins,t~ii·--(~~+l-i·~·l-'-+~l) ~-11"·---~---·-·--~-· · · ! w~ (ci.~~c._4rof1: Lt6:flf t' - ~-i 1E2Jf l ----··--····---------·-·---·-. - ·H~~!-1-1":: (z.4' .. to'')::-\ q' '" I --·-------------·--·-·----1%:iv ....... ----···· -·------· ____ i, _______ -.... ----·· -: -------.... --·-----------------···· .... -· . ----·f • : 1 P~< o&,~)_'4-e/~?11~6 ~ _45"c}D/Jp\5f . I : I (~~) . . . ; . . ~ .. ' . : . . ·i 1 ~colb; r _____________ 5.JtB::\11'4vt~---.. · ___ 6 : ---------~-_______ :· __________ ) __ ________ .. _____ 3 ~-------· ___ ---·--·· _________ -·-f-. . · I P--~ z~ · . · ! · i . ~-. ·M :; tQ... ~, ,tJ . . I . ~A.,.._,;:: LIIBD-;; b, 5>. f .--~ i 4 I •------:-----. --~ _&--'°~. ~~t ; l' -~ '" ---------·-----------------. -----. ~ 4~bi f- ; /.,JI ir-A~~ C ~~\Dd T?:7 µ~~fiR6) -: .. ; . r. . _____ .. _ ·-----~· ___ -·------· ---·------------"'···z._45° 'i'-z_;:: -S-..5~): Zlio~f;:.__ ~t,1', ____ . _____________ : ___ ---····---! ! }. i . . . I • I .""':"' ' I : I I . . -. . ,- l ' I l t " ' : I I '----~----·-·--:-:-··; ---~---·-.. ·-···--·--·1 --------··----·--··--· .. -.... -------. -·----·--f-- 1 J ·-·-~·-·---·•"•·•• --···--··------- --·--------·-------------------~------·--·---------·-.... ·-···---------~-----·---------------·-----------·---··---·. -- ! . i . i I --' ----------·------·----------·-.... ----.. • I -------------'----···--HOH-• ·-··-.I I WISEMAN+ROHY Structural Engineers == JOIST AND BEAN( DESIGN TABl-E == Jan 2008(2006 IBC / 2007 CBC) PROJECT: Genoptix Location: Carlsbad Job No: 12-085 Based On : 2006 IBC (:~005 NOS) Cr= 1.15 (repetitiv~ member factor) Fv = 180 psi (for Light Framing and Joists & Planks) Wood: Douglas-Fir/Larch E = 1,700,000 psi (#1 Light.Framing) Fv = 170 psi (for Bearns & Stringers and Posts & Timb·ers) E = 1,600,000 psi (#2 Joists & Planks, #1. Beams & Stringers, #1 Posts & Timbers) MEMBER: SIZE: Nominal Grade Type I B (in) D(in) (35 PCF) IPROPERTl~S: PLF A(inA2) S(inA3) l(inA4) BENPING STRESS: FJ!lpsll c"--_FbxCf' (K-in&.K) Mmax --FLOOR-- Cd= 1.00 Mmax(rep) Vmax (K:in&.K) Mm•x --ROOF-- Cd= 1.25 M~x(rep) Vmai< i11~~x~t~;ft1~1;~:ir~f ~l r.~,;,~1;:!K~lm~Pill~;~jH§\Ht: ~irfs.}~;;:J1s1r:IE~?fif;l*t1~;!Wf!l ~ff P:~&~1tf~Q];i\~i);$~o;it rr~ri!~~r~¥~i:f:&1:~S.~§:-~1i':\f1J¢J~~:,;;; t\;t~·ft:-4·tivJ;}s_;1r~;m,1 i/:t)t,:10.ii~:~1 ·1,~-l2· ~6B·ff,,1,,·.,##0-~~-~·,1s'\-11~f:li , .•. i-~5'""'!'.~.ir-~"'.~£,05if'',>~,;96r= ;: ·r.e 80,;~.~ .. ,,,,IY"l,Jii.~ '="'<fr~2/s·· •% ,.;:r~22-;r,1.·i.3po·,3.,,,,p78,. ~-; ,1z-~~~:52&C,"~~·: \:,'\0;;:1!,.,,,e1,:;-';" ;--~;93-~"" rL·"'~;t~-"':T, ,,,,,,,,.12,~t,, ,,; ;, A~::26-~'"".e, l0j~~ 6{l,,v.lti#~·;('j,'.:)j~~I~ ;,)~~~l!:EJttt~i/'"li!,;;:lm ,~if 31JH;,:,c\~r1;;,:\~:f~!] !;;i, ::rt1~~i;r¼;t:?~ t·=t1i)/95'"j,· ln,Jr~ti, ;,)i':}C:~:Jt1,:.,,Vj• "r,T:il'.S '.;(j ~~t~: ~,"'Vie'.),::f36~r'.' ;_,,, ,:',;f o~i·'l tl:1~1g11fim~?gJ2tJJ~fil ii1:~mi~:llil~$\HJ;ai~rfft ~~ij.,~tid1~filt~1lir1[ifli~1\t! ~~~P.JftKC<iqlW1i~Qm.r1 it~t4?;§1111\~~1:!+'A~tttl!~~~~;:;f9~~:.1 ~J~§ll3;i'.\:~iJ.;Jt.49;~r·~E; :;·::cl~$.~\t~ 2x14 #2 JP 1·.5 13.25 4.8 19.9 43.9 290.8 900 0.90 81Q 35.6 40.9 2.39 44.4 51.1 2.98 l\\:[~~il~1if~li¥1,~tmrB~tl1Jt ti~}~;Jf!i!!~~~g~~;§)Q;tfi itJirl~~if f~~t~~i~tl~!V:i($1it ~~Q~p;Halt'.:.~~iti!:11lI~Gt,~ ~\1(J'.P::~1faf~i4H:llf 3}lt~:hr:tnlt1tW 34\,1~1~1:·irt~l~~i.'tjt4;~;p)f\t\i:J:~4':ej; f!i;i~!m~;,~fiB'.!~~rr~ ~1~t:~l'.k~~ti\~~~~1~1t{ zmt}rr1Htt~~fltl~111fm 1it{¢j~jf*h~ifimt!&&1t 1lf$W;ii~1if~l~ii~ri~Hllttl~!t1!! :~~~~0l?:1it1r!;r&f11;,;;;;r~~~~:;;::;,- 4x1 o #1 JP 3:5 9.25 7.9 32.4 49.9 230:8 1000 1.20 1200 59.9 68.9 3.89 74.9 86.1 4.86 11t1~1~ttW#lJ1f;1l!P:J~i m~S$.1lt1i~~)li@1:im~1~milli!. it:~~9~~tiJ~:i::.~l~a11~i1-fil~;~,'il: mIP.:$1lfJ11~i\tQ,1f11-1~1r§,q::::; ¥1t1~1~is-.;ra:h;;;a~\~:~i~uGs1~:z~j:\; J\:ffpJ:f,·trJ? 11@1~1t:n~:.:~::§::sq;;t'. 4x14 #1 JP 3.5 13.25 11.3 46.4 102.4 678.5 1000 1.00 1000 102.4 117.8 5,57 . 128.0 147.2 R96 1:~§i~t~1.;1\[Jl~~I;t.1t~RN! 1/~5.'.'1?f'Ehl1;~,i~l0Amii~rr~i~lr~~W;§adlr.w1:.1:~g{it1~:\1~l~il: ~H.!f9,Qt1;tl~1r0.~J!;i1J)'.%9¾!~1:~:~t~E~h,i,(rf~~ll2W~1d~~'1i<~,;;t,1.¼i:.: Jtt;~1::0n:.(rt~.of~!l~W~qy:.t.:2:.\8fli~,: 6x6 #1 PT 5.5 5.50 7.4 30.3 27.7, 76.3 1200 1.00 1200 33.3 (not allowed) 3.43 41.6 (not allowed) 4.29 ii;1$xlfi:ism:Ji~;11:~JlJ?itr;,1 :1r-~:~~i-~1,:Nw:1.[oi~%'i'.9ltitili1 111?trr;;,i~t~~st~t1~wJ1ij[~~.:; t129:$t.~fl~:t.$:Gf.ai1:~~9.P.1~ itt.~fJ9Ll;jrnc~trr~Ji2'."i~sJ>;~tt~i&:?t\,.~ mf:io/-~i1~i~;:t~c:it~1iq\Y.e'c1), '.:: ;~~:r:t 6x10 #1 BS 5.5 9.50 12.7 52.3 82.7 393.0 1350 1.00 1350 111.7 (notallowed) 5.92 139.6 (notallowed) 7.40 Jt~.~rg;~int.#:11~1ti:a:$\~i ~:§i:~1t;tti1iifR'.i!1t11$:~ni: :tit~l~~t;f[i;lf1~t~irn~i~.ijt-!,~, t:11$sq::;i~;t<t(}~li~~:$,q!rn: tlffi'.El~.~rblt(1J~tM\.qw~4tE:::'c~;i:t;J!, 1£@J:;:i;~x:0ii:1Rti~1iciv-\~qJ~i:\,1~;9/,;.;;: * Flat Use Member Design APPROVED: ------- 2006 -Joists(K-in) DFL.xls --... ~,,...,..--.... f,,-~~...._,,...,-~_,..,. . -·--n-~-~--~-.....,....-~-"""-~-.. --~- -\ -~ ...:J ,''!-· TECHNICAL REPORT . . HAZARDOUS MATERIALS SUMMARY . For Genoptix, Inc. BioPharma Laboratory -_ 1890 Rutherford Road Carlsbad, CA 9200.8 (Project No. CB122479) (Rev .2_ February 18, 2013) ~ti -~ OCCTJPATIONAL SERVICES, INC. ·\ Genoptix, Inc BioPharma Laboratory Technical Report/ Hazard9us Materials Summary (Rev. 2) Table of Contents February 18, 2013 Page2 1, OSl's CAS2Class Database used to Produce Technical Reports ............................. 4 1.2. Report Preparation Process ................................................... : ............................... 4 1.3. Company Information .............................................................................................. 4 1.4. Report Submission to the Carlsbad Fire Department.. ........................................... 5 1.5. Executive Summary ............................................................................................... 5 1.6. Hazardous Materials Information ........................................................................... 5 1.7. Control Area Information ..................................... , .................................................. 6 1.8. Hazardous Materials Business Plan ............................ -...................... : ................... 6 2.-Hazard Classification Process ................................................................................... 6 3. Table 1 Chemical Inventory and Hazard Classification (Control Area 1.1 ) ................ 6 4. Table 1.1 Chemical Inventory and Hazard Classification (Control Area 1.2) ............. 8 5. Table 1.2 Reference Table for Hazard Classifications and Class Codes .................. 9 6. Table 2 Physical Hazard (MAQ) Summary Totals (Control Area 1.1) ..................... 1 O 7. Table 2.1 Health Hazard (MAQ) Summary Totals (Control Area 1.1) ..................... 12 8. Table 3 Physical Hazard (MAQ) Summary Totals (Control Area 1.2) ..................... 13 ~. Table 3.1 Heal,th Hazard (MAQ) Summary Totals (Control Area 1.2) ..................... 15 10. Bulking. and Dispensing of Hazardous Materials and Wastes ................................. 16 1.1. Table 4 Bulking and Dispensing Area Locations ........ , ............................................ 16 12. Table 5 List of Hazardous Materials to be Bulked and/or Dispensed in ( CA 1.1) ..... 17 13. Table 5.1 MAQ of In-Use Open Systems in (CA 1.1) posing a Physical Hazard ...... 17 14. Table 6 List of Hazardous Materials to be Bulked and/or Dispensed in ( CA 1.2) ..... 18 15. · Table 6.1 MAQ of In-Use Open Systems in (CA 1.2) posing a Physical Hazard ...... 18 16. Table 6.2 MAQ of In-Use Open Systems in (CA 1.2) posing a Health Hazard ......... 19 17. Building/Facility Information ................................... :-................................................ 19 18. Attachment Information ........................................................................................... 19 19. Operational Information ........................................................................................... 20 20. Operational Controls ................... , ........................................................................... 20 20.1 Automatic Fire Extinguishing System for buildings .............................................. 20 20.2 Seismic Bracing and Shelf Construction for hazardous materials ........................ 20 20.3 Separation of Incompatible Materials ................................................................... 20 20.4 Empty Containers ................................................................................................. 21 20.5 Security .................................................................................... ; ........................... 21 20.6 Portable Fire Extinguishers .................................................................................. 21 20. 7 Approved Flammable Liquid and Hazardous Materials Storage Cabinets ........... 21 20.8 Heating Ventilation and Air-conditioning (HVAC) & Refrigeration Systems ......... 21 20.9 . Mechanical Refrigeration System ........................................................................ 22 20.10 Laboratory Fume Hoods and Building Exhaust and Ventilation ...... .-.................... 22 .20.11 Sources of Ignition ........................................................ · ........................................ 25 20.12 _ Spill Control, Drainage, Secondary Containment. ................................................ 26 20.13 Explosion Control .................................................................................................. 26 20.14 Limit Controls ........................................................................................................ 26 .20.15 Treatment Systems .............................................................................................. 26 20.16 Protection from Vehicles ..................................................... , ................................ 26 20.17 Employee Training and Response Procedures/Hazard Communication ............. 26 20.18 Storage of Hazardous Materials ............................ ; .............................................. 27 20.19 Compressed Gases ............ -............................... : ... , .... : ........................................ 27 Genoptix, Inc i3ioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page3 20.20 Cryogenic Fluids ................................................. : ... .-............................................ 27 20.21 Compressed (CO2) Gas Plumbing/Piping System ............................................... 27 20.22 Cryogenic Fluids ContainersNessels ............. ·., ................................................... 28 20.23 Ventilation ................................................................... : .................................... :· ... 28 21. Hazardous Materials Information Summary ............................................................ 29 Attachment 1 (Vicinity Map Project Site-location) ....................................... .-.................... 30 Attachment 2 (Control Area Plan T1 .6) ............................................... : ............................ 31 Attachment 2.1 (Control Area 1.1 Bulking and Dispensing Locations) ............................ 32 Attachment 2.2 (Control Area 1,2 Bulking and. Dispensing Lo_cations) ............................ 33 Attachment 2.3 (Lab Plumbing First Floor Plan-Enlarged-North P6.1) ............................ 34 Attachment 2.4 (Lab Plumbing First Floor Plan-Enlarged-North P6.2) ............................ 35 Attachment 3 (Physical Hazard Report Summary) .......................................................... 36 Attachment 4 (Health Hazard Report Summary) ............................................................ 42 Attachment 5 (Detailed Chemical Inventory Report Summary) ....................................... 44 Attachment 6 (Curriculum Vitae) .....................•................................................................ 54 Attachment 7 (NCSA Certificate Number CFC0180.07) ......... , ....................................... 56 \, Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardo'us Materials Summary (Rev. 2) 1. OSl's CAS2Class Database used to Produce Technical Reports February 18, 2013 Page4 Occupational Services, Inc. ("OSI") owns a custom-designed Microsoft Access database that has been continually improved, updated and amended to reflect the current California Fire Code. Over 125,000 chemicals are currently recognized and classified by their Cnemical Abstract Service Number (CAS No.) in OSI' s database, called "CAS2Class." The foundation of OSl's Technical Report is the Physical Hazard Summary and Health Hazard Summary reports produced by CAS2Class. 1.2. Report Preparation Process Before presenting a Technical Report to a Code Official, OSI collects the tenant's "proposed" chemical · inventory and imports the inventory into CAS2Class. OSI then makes a proper hazard determination for every unclassified chemical. OSI uses trained and degreed HazMat professionals to determine the hazard categories, which are based on the chemical's Material Safety Data Sheet (MSDS), the manufacturer's product literature, and textbooks, along with the concentration, physical state, c~emical properties and health hazards of that chemical. OSI also refers to NIOSH, OSHA, EPA and DOT hazard classifications. OSI uses all these physical and chemical references to properiy classify the chemical according to the categories listed in Appendix E of the 2010 California Fire Code (CFC). When 100% of the tenant's chemical inventory is properly classified, OSI generates these two tables: Physical Hazard su·mmary ahd Health Hazard Summary. OSI t~en compares the tenant's summaries to the Maximum Allowable Quantity (MAQ) per Control Arefl of Hazardous Materials Posing a Physical Hazard listed in Table 2703.1.1 ( 1) & 2703.1.1 (3) of the 2010 CFC and the Maximum Allowable Quantity per Control Area of Hazardous Materials Posing a Health Hazard ih Table 2703.1.1(2) & 2703.1.1(4) of the 2010 California Fire Code (CFC) .. If the entire .inventory does not exceed the MAQs, OSI advises the architect to design and construct one control area. If the MAQs are exceeded, OSI advises the architect to design more control areas until the inventory does not exceed MAQs. Many hours of technical expertise are spent designing the quantity and one-hour boundaries of the control areas. OSI and the architect use this CAS2Class report at the beginning of the design process and the information is used to form the basis of the building design. 1.3. Company Information Genoptix, Inc. is a part of Novartis Molecular Diagnostics {MDx). a unit within the Novartis Pharmaceuticals Division. They are focused on developing and commercializing evidence-driven tests to improve physicians' ability to optimize patient outcomes. Genoptix, lnc.'s BioPharma Services works to support clinical trials through full-service hematology/oncology testing. Genoptix, Inc. esoteric laboratory combines a highly trafned professional staff, experienced in hematomalignancies, with sophisticated instrumentation for optimal test efficiency and quality control. Genoptix, Inc., focus on providing high-level, personalized service to our clients to aid in assay development, patient eligibility/stratification, efficacy endpoints, and lab results interpretation. Genoptix, lnc.'s size and flexibility allows for creativity, customization, and responsiveness to help improve efficiencies as well as project outcomes. We offer multiple state-of-the-art technologies and draw on our staff of hematopathologists and Ph.D.s in order to deliver academic-level consultative services. These features allow us to ensure a collaborative, clinical protocol-and clinical literature- driven approach that is aligned with our client's goals. · Ge·noptix, lnc.'s range of integrated technologies and services are provided in a centralized, CUA-and CAP-licensed laboratory. Genoptix, Inc. is willing to go the extra mile to implement Pharma-developed Genoptix, Inc BioPharma Laboratory Techni9al Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 5 assays inside a CUA environment. Genoptix, Inc. has also established partnerships with international laboratories in order to support logistically challenging, global clinical studies. 1.4. Report Submission to the Carlsbad Fire Department OSI and Genoptix, Inc. understand the Carlsbad Fire Department will review this hazardous material opinion and Technical Report and that the Building Official will request Carlsbad Fire Department's approval on this hazardous material opinion and lechnical Report. Genoptix, Inc. will file the San Diego Regional Hazardous Materials Questionnaire DEH HM-9171 with the San Diego County Department of Environmental Health. The Hazardous Material Questionnaire will have the County Health stamp provided in the 'RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY'. The Business Plan will be processed by the Client with the County Health Department while construction occurs, ana will be completed prior to the Certificate of Occupancy is obtained, and ,provided to the Fire Official. A completed copy of the Hazardous Materials Business Plan and this Technical Opinion Report will be submitted to the Carlsbad Fire Department: City of Carlsbad Fire Department Fire Prevention Division 1635 Faraday Avenue Carlsbad, CA 92008-7314 www.firemail@carlsbadca.gov P: (760) 602-4665 F: (760) 602-8561 1.5. Executive Summary Genoptix, Inc. is submitting this Technical Report as part of a tenant improvement to remodel the existing (-60,096 ff) building located at 1890 Rutherford Road, in the city of Carlsbad CA, 92008. This Technical Report was prepared by Jeffrey A, Silvers, Certified California Fire Code Inspector (CFC 0180.07.), MPH, CIH, CSP (Curriculum Vitae attached), of Occupational Services, Inc. (OSI), 6397 Nancy Ridge Drive, San Diego CA 92121, and (858) 558-6736. This report includes: Building/facility information, Operational information, Hazardous Materials .information and does not include High Piled Combustible Storage (2010 CFC Chapter 23) requirements. 1.6. Hazardous Materials Information Genoptix, Inc. BioPharma Laboratory will store, use and handle Hazardous Materials within designated areas of the facility located at 1890 Rutherford Road, Carlsbad CA 92008. Hazardous Materials will be stored, used and handled in accordance with the 2010 California. Fire Code (CFC) and all state, federal, and local regulations. None of the Hazardous Materials stored, used or handled within facility exceed the Maximum Allowable Quantity per Control Area of Hazardous Materials posing a Physical Hazard listed in2010 CFC Table 2703.1.1(1) and 2010 (CBC) Table 307.1 (1) or the Maximum Allowable Quantities (MAQs) per Control Area of Hazardous Materials posing a Health Hazard in 2010 (CFC) Table 2703.1.1 (2) and 2010 (CBC) Table 307.1 (2). Physical Hazards refer to Table 2 and Table 3 (Physical Hazard Summary Totals) and Attachment 3 (Physical Hazard Report Summary). Health Hazards refer to Table 2.1 and Table 3.1 (Health Hazard Summary Totals) and Attachment 4 (Health Hazard Report Summary). Table 2, Table 3, Attachment 3, Table 2.1, Table 3.1 and Attachment 4 indicate the amounts of Hazardous Materials posing a Physical and/or Health Hazard that is stored, used and handled by Genoptix, Inc. BioPharma Laboratory. The Attachments coincide with Tables 2703.1.1 (1) & 2703.1.1 (2) of the 2010 (CFC) and Tables 307.1 (1) & 307.1 (2) of the 201 O (CBC). G,enoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) 1.7. Control Area Information February 18, 2013 Page6 There are two Control Areas inside the building as indicated in Attachment 2.1. Attached are the (Physical Hazard Report Summary-Attachment 3) and (Health Hazard Report Summary-Attachment 4) for Genoptix, Inc. BioPharma Laboratory (Control Area 1.1) and (Control Area 1.2) listed below: a. Control Area 1.1 b. Control Area 1.2 Based on the volume of hazardous materials on site, the design and operation of the building will be in compliance with the 2010 California Fire Code and 2010 California Building Code. Refer to Table 1 and Attachment 5 for a detailed list of Chemicals and/or Hazardous Materials stored and/or used by Genoptix, Inc. within the facility Control Areas located at 1890 Rutherford Road, Carlsbad CA 92008. 1.8. Hazardous Materials Business Plan Based on the proposed use of discloseable quantities of hazardous materials at 1890 Rutherford Road, Carlsbad CA 92008 Genoptix, Inc. will be required to submit a revised Hazardous Materials Business Plan to the San Diego County DEH and city of Carlsbad Fire Department. The plan according to the San Diego County DEH is required to be " ... submitted at least two weeks prior to scheduling your Final Inspection." Genoptix, Inc. will be calling for Final Inspection by the end of spring 2013. Therefore Genoptix, Inc. has 90 -120 days to complete the Business Plan. Genoptix, Inc. is not submitting a Business Plan at this time; however Genoptix, Inc. commits to submitting the Business Plan to the San Diego County DEH and Carlsbad Fire Department prior to final occupancy and understands that the Building Department and Carlsbad Fire Department will not grant a final Certificate of Occupancy until the San Diego County DEH processes our Business Plan. After the .Business Plan ris processed by San Diego County DEH a copy will be routed to the Carlsbad Fire Department 2. Hazard Classification Process Table 1 and 1.1 of this Technical Report is a list of every chemical in Genoptix, Inc. facility inventory located at 1890 Rutherford Road, Carlsbad CA 92008. The chemical inventory is sorted alphabetically. Included in Table 1 and 1, 1 is the assigned hazard class from OS l's database. The majority of the inventory items have more than one hazard class. For example, Ethyl Alcohol is listed in Table 1 with three hazard classes, Flammable Class 1-B (F-IB) ( chemical liquid has a flash point below 73 degrees Fahrenheit and boiling point of above 100 degrees Fahrenheit), Irritants (IRR) (acute chemical exposure irritates the skin), and Other Health Hazards (OHH) (chronic chemical exposure causes affect target organs of the human body: Liver, Kidneys, and Heart damage. 3. Table 1 Chemical Inventory and Hazard Classification (Control Area 1.1) Table 1 (Control Area 1.1) Page-1 Genootix. Inc. BioPharma Lab Chemical lnventorv Use Storage Location Location % Control Control Area Chemical Name Hazard Class Cone. CAS# ·Qty Unit Area 1.1 1.1 LABS 1701, LABS 1701, 1702, 1-BUTANOL F-IC, IRR, OHH 100 71-36-3 0.528 Gal 1702, 1804 1804 10% FORMALIN WASTE 92% WATER, 4% FORMALDEHYDE, 2% METHANOL, 2% SODIUM STORE STORE ROOM POSPHATE) . IRR, OHH, SEN Mixture 0050-00-0 55 Gal ROOM 1402 1402 C3A, HTOX, IRR, LABS 1701, LABS 1701, 1702, 2-MERCAPTOETHANOL OHH 100 60-24-2 0.026 Gal 1702, 1804 1804 ' '-Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February· 18, 2013 Page? Table 1 (Control Area 1.1) Page-2 Genoctix. Inc. BioPharma Lab Chemical lnventorv Use Storage Location Location % Control Control Area Chemical Name Hazard Class Cone. CAS# Qty Unit Area 1.1 1.1 LABS 1701, LABS 1701, 1702, 2-PROPANOL F-I13, IRR, OHH 100 -67-63-0 1.057 . Gal 1702, 1804 1804 POST AMP ALCOVE(-) POST AMP ARGON INERT GAS 100 7440-37-1. -336_ Cft3 1805 ALCOVE(-) 1805 LABS 1500, CIS-DIAMMINEPLATINUM HTOX,OHH,SEN 100 15663-27-1 .055 1800, 1802, LABS 1500, 1800, .Lbs 1805 1802, 1805 LABS 1500, 1800, 1802, LABS 1500, 1800, CIS-DIAMMINEPLATINUM -HTOX, OHH, SEN 100 15663-27-1 .055 Lbs 1805 1802, 1805 LABS 1500, 1800, 1802, LABS 1500, 1800, CLOROX BLEACH IRR,OHH 100 ?°681-52-9 10 Gal 1805 1802, 1805 LABS 1500, 1800, 1802, LABS 1500, 1800, DIMETHYLSUPHOXIDE C3B, IRR, SEN 100 67-68-5 .026 Gal 1805 1802, 1805 LABS 1500, 1800, 1802, LABS 1500, 1800, D-MANNITOL IRR 100 _ 69-65-8 0.111 lbs 1805 1802, 1805 LABS 1500, DPBS WITHOUT CALCIUM 1800, 1802, LABS 1500, 1800, AND MAGNESIUM IRR 100 7778-77-0 0.792 Gal 1805 1802, 1805 LABS 1500, EAGLES MINIMUM ESSENTIAL 1800, 1802, LABS 1500, 1800, MEDIUM. NH 100 000525-00-0 0.264 Gal 1805 1802, 1805 LABS 1701, LABS 1701, 1702, ETHANOL 200PROOF F-IB, IRR, OHH 100 64-17-5 8.456 Gal 1702, 1804 1804 LABS 1701, -LABS 1701, 1702, ETHANOL DENATURED F-IB, IRR, OHH 100 64-17-5 4 Gal 1702, 1804 1804 ETHYL Al:.COHOL FOR LABS 1701, LABS 1701, 1702, MOLECULAR BIO F-IB, IRR, OHH 100 64-17-5 0.528 Gal 1702, 1804 1804 LABS 1500, ETHYLENE GLYCOL M 1800, 1802, LABS 1500, 1800, SOLUTION C3B, IRR, OHH 100 107~21-1 0.001 Gal 1805 1802, 1805 FLAMMABLE SOLVENT STORE STORE ROOM WASTE F-IB, IRR, OHH Mixture 000338-00-0 _ 55 Gal ROOM 1402 1402 C2, CORR, TOX, LABS 1701, LABS 1701, 1702, FORMALDEHYDE, 36.5-38% OHH, SEN 36-38 50-00-0 0.396 Gal 1702, 1804 1804 C2, CORR, TOX, ., LABS 1701, LABS 1701, 1702, FORMALDEHYDE, 37% OHH, SEN 37 50-00-0 0.528 Gal 1702, 1804 1804 LABS 1500, C2, CORR, tox 1800, 1802, LABS 1500, 1800, FORMALIN OHH, SEN 100 50-00-0 0.66 Gal 1805 1802, 1805 LABS 1500, 1800, 1802, LABS 1500, 1800, GILLHEMATOXYLIN 1 IRR 100 517-28-2 0.132 Gal 1805 1802, 1805 ETHYL ALCOHOL FOR LABS 1701, LABS 1701, 1702, MOLECULAR BIO F-IB, IRR, OHH 100 64-17-5 :o.528 Gal 1702,1804 1804 LABS 1500, 1800, 1802, LABS 1500, 1800, GLYCEROL C3B, IRR, OHH 100 56-81-5 0.66 Gal 1805 1802, 1805 LABS 1500, 1800, 1802, LABS 1500, 1800, HEMATOXYLIN IRR 100 517-28-2 0.132 Gal 1805 1802, 1805 LABS 1500, 1800, 1802, LABS 1500, 1800, HEP ES BUFFER (1 Ml IRR 23.9 _7365-45-9 0.078 Gal 1805 1802, 1805 t Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page8 Table 1 (Control Area 1.1) Page-3 Geno >tix. Inc. BioPharma Lab Chemical lnventorv Use Storage Location Location % Control Control Area Chemical Name Hazard Class Cone. CAS# Qtv Unit Area 1.1 1.1 LABS 1500, LABS 1701, 1800, 1802, HYDROCHLORIC ACID 1.0N CORR 5 7647-01-0 0.264 Gal 1702, 1804 1805 LABS 1701, LABS 1701, HYDROCHLORIC ACID 2 MOL CORR 10 7647-01-0 0.264 Gal 1702, 1804 1702, 1804 .. LABS 1500, LABS 1500, 1800, 1802, 1800, 1802, METHYLPARABEN IRR 100 99-76-3 0.111 lbs 1805 1805 LABS 1500, LABS 1500, 1800, 1802, 1800, 1802, MOUNTING MEDIUM IRR, OHH , .100 000881-00-0 0.188 Gal 1805 1805 LABS 1500, LABS 1500, PHOSPHATE BUFFERED 1800, 1802, 1800, 1802, SALINE POWDER IRR 100 7778-77-0 0.022 lbs 1805 1805 LABS 1500, LABS 1500, PHOSPHATE BUFFERED 1800, 1802, 1800, 1802, SALINE SOLUTION IRR 100 7778-77-0 0.132 Gal 1805 1805 LABS 1701, LABS 1701, SHUR/MOlJNT F-IB, IRR, OHH 100 108-88-3 o:5 Gal 1702, 1804 1702, 1804 SODIUM HYDROXIDE LABS 1701, LABS 1701, SOLUTION, 1 OM . CORR 30-50 0001310-73-2 0.26 Gal 1702, 1804 1702, 1804 LABS 1500, LABS 1500, TRYPSIN WITH EDTA 1X 1800, 1802, 1800, 1802, IRR,OHH 100 9002-07-7 0.156 Gal 1805 1805 LABS 1500, LABS 1500, 1800, 1802, . 1800, 1802, TWEEN 20 C3B, IRR 100 9005-64-5 0.13 Gal 1805 1805 LABS 1500, LABS 1500, 1800, 1802, 1800, 1802, · WATER BATH-SOLUTION IRR, OHH 100 12125-02-9 0.922 Gal 1805 1805 4. Table 1.1 Chemical Inventory and Hazard Classification (Control Area 1.2) Table 1.1 (Control Area 1.2) Page-1 Genootix. Inc. BioPharma Lab Chemical lnventorv Storage Use Location Location Control Area Control Area Chemical Name Hazard Class % Cone. CAS# Qty Unit 1.2 1.2 Rms 1935, Rms 1935, 1960, 1960, 1965, 1965, 1970, 1975, 1970, 1975, ETHANOL F-IB, IRR, OHH 100 64-17-5 2 Gal 1980 1980 Rms 1935, Rms 1935, 1960, 1960, 1965, 1965, 1970, 1975, 1970, 1975, ETHANOL200 PROOF F-IB, IRR, OHH 100 64-17-5 30 Gal 1980 1980 Rms 1935, Rms 1935, 1960, 1960, 1965, ETHYL ALCOHOL FOR 1965, 1970, 1975, 1970, 1975, MOLECULAR BIO F-IB, IRR, OHH 100 64-17-5 0.396 Gal 1980 1980 Rms 1935, Rms 1935, 1960, 1960, 1965, ETHYLENE DIAMINE TETRA-1965, 1970, 1975, 1970, 1975, ACETIC ACID IRR 100 6381-92-6 0.110 lbs 1980 1980 Rms 1935, Rms 1935, 1960, 1960, 1965, FLAMMABLE CORROSIVE CORR, F-IB, 1965, 1970, 1975, 1970, 1975, WASTE SOL VENT OHH MIXTURE 000.739·00-0 5 Gal 1980 1980 ' Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardou~ Materials Summary (Rev. 2) February 18, 2013 Page9 Table 1.1 (Control Area 1.2) Paae-2 Genootix. Inc. BioPharma Lab Chemical Inventor" Use Storage Location Location Control Control Area Chemical Name Hazard Class % Cone. CAS# Qty Unit Area 1.2 1.2 Rms 1935, Rms 1935, 1960, 1965, 1960, 1965, fORMALDEHYDE METHANOL 1970, 1975, 1970, 1975, FREE, 10% IRR, OHH, SEN 10 050-00-0 0.264 Gal 1980 1980 Rms 1935, Rms 1935, 1960, 1965, 1960, 1965, 1970, 1975, 1970, 1975, HEMO-DE (D-Limonene) C2,IRR 100 5989-27-5 2 Gal 1980 1980 Rms 1935, Rms 1935, 1960, 1965, 1960, 1965, HEPES, MINIMUM 99.5% 1970, 1975, 1970, 1975, TITRATION IRR 99.5 7365-45-9 0.220 lbs 1980 1980 Accessioning Mechanical Rm CARBON DIOXIDE CRYOINERT .. 100 000124-38~9 95.2 Gal Rm 1920 1905 Mechanical Rm LIQUID NITROGEN_ CRYOINERT 100 0007727-37-9 47.6 ·Gal All Labs 1905 Rms 1935, Rms 1935, 1960, 1965, 1960, 1965, 1970, 1975, 1970, 1975, METHYLPARABEN IRR 100 99-76-3 0.055 lbs 1980 1980 Rms 1935, Rms 1935, 1960, 1965, 1960, 1965, POTASSIUM HYDROGEN 1970, 1975, 1970, 1975, CARBONATE IRR 100 298-14-6 . 2.203 lbs 1980 1980 Rms 1935, Rms 1935, 1960, 1965, 1960, 1965, 1970, 1975, 1970, 1975, REAGENT ALCOHOL, 100% FslB, IRR, OHH 100 64-17-5 .4 Gal 1980 1980 LABS 1701, LABS 1701, REAGENT ALCOHOL, 95% F-IB, IRR, OHH 95 64-17~5 4 Gal 1702, 1804 1702, 1804 Rms 1935, Rms 1935, 1960, 1965, 1960, 1965, HTOX, OHH, 1970, 1975, 1970, 1975, SODIUM AZIDE UR3, WR2 100 26628-22-8 1.101 lbs 1980 1980 Rms 1935, Rms 1935, 1960, 1965, 1960, 1965, SODIUM HYDROXIDE 1970, 1975, 1970, 1975, SOLUTION, 10M CORR 30-.50 0001310-73-2 0.026 Gal 1980 1980 Rms 1935, · Rms 1935, 1960, 1965, 1960, 1965, \ 1970, 1975, 1970, 1975, TWEEN 20 C3B, IBR 100 9005-64-5 0.026 Gal 1980 1980 Rms 1935, Rms 1935, 1960, 1965, 1960, 1965, 1970, 1975, 1970, 1975, XYLENES HISTOLOGY GRADE F-IC, IRR, OHH 100 1330-20-7 4 Gal 1980 1980 5. Table 1.2 Reference Table for Hazard Classifications and Class Codes _Table 1.2 Reference Table for (Hazard Classifications and Class Codes listed in Table 1 and 1.1) ,,, : . HAZARD ~LASSIF!CATIQN CLAS.SCQDE . . . '. HAV;RD ClASSiFiGAilON· : . ·'.',' ,,,,,,, COMBUSTIBLE LIQUID CLASS 11 C2 FLAMMABLE SOLID FS COMBUSTIBLE LIQUID CLASS IIIA C3A HIGHLY TOXICS HTOX COMBUSTIBLE LIQUID CLASS 1118 C3B INERT GAS, GAS OR LIQUIFIED INERT-GAS COMBUSTIBLE FIBER (LOOSE) CFL IRRITANTS IRR Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) . February 18, 2013 Page 10 Table 1.2 (Continued) / .. •I I .. .. , ·' ... .! : . . ',,,: ,1' !) · HAZARD CLA'SSIF:!C;l\11ilON CLASS CODE HAZARD CLASSIF.IC~i!JION .. ! CL:6.SS CODE . -,. COMBUSTIBLE FIBER (BALED) CFB NON-HAZARDOUS NH CONSUMER FIREWORKS (CLASS C COMMON) 1.4G CFW1.4G ORGANIC PEROXIDE UD, I THRU V OP-(UD THRU V) CORROSIVES CORR OTHER HEAL TH HAZARDS OHH CRYOGENIC FLAMMABLE CRYO-FLAM OXIDIZER CLASS 1THRU 4 OX-(1 THRU 4) CRYOGENIC INERT CRYO-INERT OXIDIZER GAS, GAS OR LIQUIFIED OX-GAS CRYOGENIC OXIDIZING CRYO-OX PYROPHORIC PYRO EXPLOSIVES 1.1 thru 1.6 EXP-(1.1-1.6) RADIOACTIVES RAD FLAMMABLE GAS FG SENSITIZERS SEN FLAMMABLE LIQUID CLASS IA FL-IA TOXICS TOX FLAMMABLE LIQUID CLASS IB FL-IB UNSTABLE (REACTIVE) 1 THRU 4 UR-11 THRU 4) FLAMMABLE LIQUID CLASS IC .FL-IC WATER REACTIVE 1 THRU 3 WR-(1 THRU 3) FLAMMABLE LIQUID CLASS COMBINATION !IA, IB IC) FL-!IA,IB,IC) 6. Table 2 Physical Hazard (MAQ) Summary Totals (Control Area 1.1) Table 2 indicates total Maximum Allowable Quantity (MAQ) per Control Area of hazardous material posing a Physical Hazard that is stored and/or used in Genoptix, Inc. BioPharma Lab (Control Area 1.1) per 2010 CFC Table 2703.1.1(1) Tab.le· 2 (Genoptix, Inc. BioPl)arma Lab Control Area 1.1 (Paae1) ; fl)\Q1PER ... ;_,1, . : i'i ' : ,. . ,., " . , . .. •.· 2010CFC QUANTITY . o/a OF' M;A;Q : 'TABLE STORED In MAQ, ,,1.¼11!1~G2 : :Q1:Jantity . ,: • MATERIAUCLASSIFICA1ilON .. 'Units. . . • '2703.1.1(1). Control Area 't.1 '·,· USEli> · : ·Increase ... :J'rncrea$e COMBUSTIBLE LIQUID CLASS II 480 1.584 0.33 .99.67 478.416 Gals .COMBUSTIBLE LIQUID CLASS IIIA 1320 0.026 0.0020 99.998 1319.974 Gals COMBUSTIBLE LIQUID CLASS IIIB 26,400 0.817 0.0030 99.997 26899.183 Gals COMBUSTIBLE FIBER (LOOSE) 100 Q. 0.00 100.00 100 Pounds COMBUSTIBLE FIBER (BALED) 1000 0 0.00 100.00 1000 Pounds CRYOGENIC FLAMMABLE 90 0 . 0.00 .. 100.00 90 Gals CONSUMER FIREWORKS (CLASS C COMMON) 1.4G 500 0 0.00 100.00 500 Pounds CRYOGENIC OXIDIZING 90 0 · 0.00 100.00 90 Gals EXPLOSIVES 1.1 (Solid) 2 0 0.00 100.00 2 Pounds EXPLOSIVES 1.1 (Liauid) 0.2 0 0.00 100.00 0.2 Gals EXPLOSIVES 1.2 (Solid) 2 0 0.00 100.00 2 Pounds ' EXPLOSIVES 1.2 (Liauid) 0.2 0 0.00 ·100.00 0.2 Gals EXPLOSIVES 1.3 (Solid) 10 0 0.00 100.00 10 Pounds EXPLOSIVES 1.3 (Liquid) 1 0 0.00 100.00 1 Gals EXPLOSIVES 1.4 .(Solid) 100 0 0.00 100.00 100 Pounds EXPLOSIVES 1.4 Cliauid) 10 0 0.00 10,0.00 10 Gals . EXPLOSIVES 1.4G (Solid Only) 500 0 0.00 100.00 500 Pounds '-Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) Table 2 (Genoptix, Inc. BioPharma Lab Control Area t.1 I ,, -~, --,, ,, ,._ ~ ,¾" i" ,· ' ,. :;~,; > ifLmlirf -~ ~ ' - :MA~ERi~L/Cl:.ASSfPIC<~<J\IO'N' l ·: '. :-,-,:!_.: .. · • 1_afi ' Ii>, ,io , .f 'i \~ i: I@nt'lf~l ,Are:a '1,1· -~~ -•' j EXPLOSIVES 1.5 (Solid) 2 0 EXPLOSIVES 1.5 (Liquid) 0.2 0 EXPLOSIVES 1.6 (Solid Only) 2 0 FLAMMABLE GAS (Gaseous) 2000 0 FLAMMABLE GAS (Liauefiedl 30 0 FLAMMABLE LIQUID CLASS IA 120 0 FLAMMABLE LIQUID CLASS IB &IC 480 70.069 FLAMMABLE LIQUID CLASS COMBINATION (IA, IB IC) 480 70.069, FLAMMABLE SOLID 500 0 INERT GAS, (Gaseous) Not Aoolicable 336 CRYOGENIC INERT (Liauefied) Not Aoolicable 0 ORGANIC PEROXIDE-UD 2 0 ORGANIC PEROXIDE-UD 0.2 0 ORGANIC PEROXIDE-1-(Solid) 20 0 ORGANIC PEROXIDE-1-(Liquid) 2 0 ORGANIC PEROXIDE-11-(Solidl 200 0 ORGANIC PEROXIDE-11-(Liquid) 20 0 ORGANIC PEROXIDE-111-(Solidl 500 0 ORGANIC PEROXIDE-111-(Liauid) . 50 0 ORGANIC PEROXIDE-IV-(Solidl Not Limited 0 ORGANIC PEROXIDE-IV-(Liquidl Not Limited 0 ORGANIC PEROXIDE-V-(Solid) Not Limited 0 ORGANIC PEROXIDE-V-(Liquid) Not Limited 0 OXIDIZER CLASS 4 (Solid) 1 i) OXiDIZER CLASS 4 (Liquid) 0.2 0 OXIDIZER CLASS 3 (Solid) .40 .0 OXIDIZER CLASS 3 (Liauid) 4 0 OXIDIZER CLASS 2 (Solid) 1000 0 OXIDIZER CLASS 2 (Liauidl 100 0 OXIDIZER CLASS 1 (Solid) 8000 0 . . OXIDIZERCLASS 1 (Liquid) 800 0 OXIDIZER GAS, (Gaseous) 3000 0 OXIDIZER GAS, (Liquefied) 30 0 PYROPHORIC-(Solidl 8 0 PYROPHORIC-Liauid) 0.8 ,0 PYROPHORIC-(Gas) 100 0 (Page 2) I l: %OF 1 I ,, I IMAQ ;, 'o/ciMA:q ·1wssli> ; .· 11i:icrease 0.00 100.00 0.00 . 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 14.6 185.4 ,14.6 85.4 0.00. 100.00 N.L. N.L. NL N.L. 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 N.L. N.L. N.L. N.L. N.L. N.L. N.L. N.L. 0.00 · 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100.00 0.00 100;00 0.00 100.00 February 18, 2013 Page 11 :M~Q1, I ,,J, ', ;, C21,1antity : ' tnci''ease · -:l:Jr,\'its .'. 2 Pounds 0.2 Gals 2 Pounds 2000 Cubic Ft 30 Gals 120 Gals 409.931 Gals 409.931 Gals 500 Pounds N.L. Cubic Ft N.L. Gals 2 Pounds 0.2 Gals 20 Pounds 2 Gals 200 Pounds 20 Gals 500 Pounds 50 Gals N.L. Pounds N.L. Gals N.L. Pounds N.L. Gals 1 Pounds 0.2 Gals 40 Pounds 4 Gals 1000 Pounds 100 Gals 8000 Pounds 800 Gals 3000 Cubic Ft 30 Gals 8 Pounds 0.8 Gals 100 Gals Genoptix, Inc BioPharma Laboratory Technical Report I Hazardous Materials Summary (Rev. 2) Table 2 (Genoptix, Inc. BioPharma Lab Control Area 1.1) {Page3) MAQP,ER ; 2010CFC QUANIDITY : ¾O'F TABLE ·STORED 1hil • !MAQ '' ,, i %MAQ MAQ February 18, 2013 Page 12 '' ' qi;raritity . · MAiliERb\11.JtCLASSIFICATION 21'03.1.1;f:'1) contr.Qt,Ar.ea t:.1 I, ILJSED , , lncrea,s,e . , lricrea1>e ,: :u,ni.ts UNSTABLE (REACTIVE) 4 (Solidl 2 0 0.00 100.00 2 Pounds UNSTABLE (REACTIVE) 4 (Liquid) 0.2 0 0.00 100.00 0.2 Gals UNSTABLE (REACTIVE) 4 (Gas) 20 0 0.00 100.00 20 Cubic Ft UNSTABLE (REACTIVE) 3 (Solid) 20 0 0.00 100.00 20 Pounds UNSTABLE (REACTIVE) 3 (Liquid) 2 0 0.00 100.00 2 Gals UNSTABLE (REACTIVE) 3 (Gas) . 200 0 0.00 100.00 200 Cubic Ft UNSTABLE (REACTIVE) 2 (Solid) 200 0, 1 0.00 100.00 200 Pounds UNSTABLE (REACTIVE) 2 (Liquid) 20 0 0.00 100.00 20 Gals UNSTABLE (REACTIVE) 2 (Gas) 1000 0 0.00 100.00 1000 Cubic Ft UNSTABLE (REACTIVE) 1 (Solid) Not Limited 0 N.L. N.L. N.L. Pounds UNSTABLE (REACTIVE) 1 (Liquid) Not Limited 0 N.L. N.L. N.L. Gals UNSTABLE (REACTIVE) 1 (Gasl Not Limited 0 N.L. N.L. N.L. Cubic Ft WATER REACTIVE 3 (Solid) 20 0 0.00 100.00 20 Pounds WATER' REACTIVE 3 (liquid) 2 0 0.00 ' 100.00 2 Gals WATERREACTIVE 2 (Solid) 200 0 0.00 100.00 200 Pounds WATER REACTIVE 2 (Liquid) 20 0 0.00 100.00 20 Gals WATER REACTIVE 1 (Solid) Not Limited 0 N.L. N.L. N.L. Pounds WATER REACTIVE 1 (Liauid) Not Limited 0 N.L. N.L. N.L. Gals 7. Table 2.1 Health Hazard (MAQ) Summary Totals (Control Area 1.1) Table 2.1 indicates total Maximum Allowable Quantity (MAQ) per Control Area of hazardous material posing a Health Hazard that is stored and/or used in Genoptix, Inc. BioPharma Lab (Control Area 1.1) per 201 O CFC Table 2703.1.1 (2) Table 2.1 {Genoptix, Inc. BioPharma Lab Control Area 1.1) (Page 1). MAQPER '·' 2010 CFC QUANTITY %OF ' MAQ TABLE 'STORED In :MAQ 1 %,MAQ . '. Ql1antity , MA:;r_E8.I:&.UPLAS$IFl¢At1ON ·, ' 2103,1.1(2L . •. Ccmtrel Atea·t.t ·'.:g$ED ,, ., ; Jltiprease: · Jr:,cr_eas·e, , , tthits· · · CORROSIVE (Solid) 20000 0 0.00 100.00 20000 Pounds CORROSIVE (Liquid) 2000 2.372 ,0.12 99.88 •1997.628 Gallons . CORROSIVE (Gas) 1620 0 0.00 100.00 1620 Cubic Ft ' CORROSIVE (Gas) (Liquefied) 30 0 0.00 100.00 30 Gallons HIGHLY TOXICS (Solid) 40 0.110 0.275 99.725 39.89 Pounds HIGHLY TOXICS (Liquid) 4 0.026 0.65 99.35 3.974 Gallons ,. Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 13 Table 2. 1 Geno tix, Inc. BioPharma Lab Control_ Area 1.1 Pa e 2 oi ",,.,._F . ; ' ·. M·A·,Q> . l . '/0 ''-" . I'\ , I MAQ % -MA'Q . 'Owamtity , ·, 't!ISED' : . J11c~ease. : i 'lmc.rte.as~ i · 1\iJ.mits ., HIGHLY TOXICS Gas 40 0 0.00 100.00 40 Cubic Ft HIGHLY TOXICS Gas Li uefied 0.8 0 0.00 100.00 0.8 Gallons TOXICS Solid 2000 0 0.00 100.00 2000 Pounds TOXICS Li uid 200 1.584 0.792, :99.208 198.416 Gallons TOXICS Gas 1620 0 0.00 100.00 1620 Cubic Ft TOXICS Gas Li uefied 30 0 0.00 100.00 30 Gallons 8. Table 3 Physical Hazard (MAQ) Summary Totals (Control Area 1.2) Table 3 indicates total Maximum Allowable Quantity (MAQ) per Control Area of hazardous material posing a Physical Hazard that is stored and/or used in Genoptix, Inc. BioPharma Lab (Control Area 1.2) per 2010 CFC Table 2703.1.1(1) Table 3 (Gerioptix, Inc. BioPharma Lab Control Area 1.2 (Page 1 ... , ' -,;-"':· -:. ·B;;·., . .-'··. • ' 1;, "'1 i,W.~f<I~ %.OF:. MAQ USED ' ","'-.'c ""'~'' •-,MATERl~L/C,LAS:$I:FI.; COMBUSTIBLE LIQUID CLASS II COMBUSTIBLE LIQUID CLASS IIIA COMBUSTIBLE LIQUID CLASS IIIB COMBUSTIBLE FIBER (LOOSE) _ COMBUSTIBLE FIBER (BALED) CRYOGENIC FLAMMABLE CONSUMER FIREWORKS (CLASS C COMMON) 1.4G CRYOGENIC OXIDIZING -EXPLOSIVES 1.1 (Solid) EXPLOSIVES 1.1 (Liquid) EXPLOSIVES 1.2 (Solid) EXPLOSIVES 1.2 (Liauidl EXPLOSIVES 1.3 (Solid) · EXPLOSIVES 1.3 (Liauidl EXPLOSIVES 1.4 (Solid) EXPLOSIVES 1.4 (Liquid) EXPLOSIVES 1.4G (Solid Only) EXPLOSIVES 1.5 (Solid) EXPLOSIVES 1.5 (Liquid) . EXPLOSIVES 1.6 (Solid Only) ,(D'Fiso,tn . -~~iiitr(ll A:rea 1.2 480 2 0.42 1320 o .. 0.00 26,400 0.026 0.00098 100 0 0.00 1000 0 0.00 ,90 0 0.00 500 0 0.00 90 0 0.00 2 0 0.00 0.2 0 0.00 2 0 0.00 0.2 0 0.00 10 0 0.00 0 0.00 100 0 0.00 10 0 0.00 500 0 0.00 2 0 0.00 0.2 0 0.00 2 0 0.00 : ;'\ %MA'Q Increase 99.58 100.00 : : ,,MA'Q; .. ,,. ' :Quamtity ' ,,, . ~ncrease : il!Jr;iits 478 Gals 1320 Gals 99.99902 26399.974 Gals 100.00 100 Pounds 100.00. 1000 Pounds 100.00 90 Gals 100.00 500 Pounds 100.00 90 Gals 100.00 2 Pounds 100.00 0.2 Gals 100.00 2 Pounds 100.00 0.2 Gals 100.00 10 Pounds 100.00 1 Gals 100.00 100 Pounds 100.00 10 Gals 100.00 500 Pounds 100.00 2 Pounds 100.00 0.2 Gals 100.00 2 Pounds Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Mc3.terials Summary (Rev. 2) Table 3 (Genoptix, Inc. BioPharma Lab Control Area 1.2 1 (Page 2 . ,. ' '(i~~,T-ITY ' ':-1:-: '' ' :., . ' :1 ,.,, ' o/o OF 4 ~ <-.! • I •" sc:c-~";i, ' .,. ;-': ~-.· . '-SJG)RED IA ·MAQ iMAT:ERIALJCL~ss11=1.t?\ltlit\l: -:" ... c;_ ··11>:: , . ,, \e~~ttb(."-6:re·a t. 2 ' USBD FLAMMABLE GAS (Gaseous) 2000 0 0.00 FLAMMABLE GAS (Liquefied) 30 0 0.00 FLAMMABLE LIQUID CLASS IA 120 0 0.00 FLAMMABLE LIQUID CLASS 1B &IC 480 49.396 10.29 FLAMMABLE LIQUID CLASS · COMBINATION CIA, IB IC) 480 49.396 10.29 FLAMMABLE SOLID 500 0 0.00 INERT GAS, (Gaseous) Not Aoolicable 0 N.L. · CRYOGENIC INERT (Liquefied) Not Aoolicable 142.8 N.L. ORGANIC PEROXIDE-UC 2 0 0.00 ORGANIC PEROXIDE-UC 0.2 0 0.00 ORGANIC PEROXIDE-1-(Solid) 20 0 0.00 ORGANIC PEROXIDE-1-(Liquid) 2 0 0:00 . ORGANIC PEROXIDE-11-(Solid) 200 0 0.00 . ORGANIC PEROXIDE-11-{Liauidl 20 0 0.00 ORGANIC PEROXIDE-111-{Solid) 500 0 0.00 ORGANIC PEROXIDE-111-{Liquidl 50 0 0.00 ORGANIC PEROXIDE-IV-(Solid) Not Limited 0 N.L. ORGANIC PEROXIDE-IV-(Liquid) Not Limited 0 N.L. ORGANIC PEROXIDE-V-{Solidl Not Limited .0 N.L. ORGANIC PEROXIDE-V-{Liauidl Not Limited 0 N.L. OXIDIZER CLASS 4 (Solid) 1 0 0.00 OXIDIZER CLASS 4 (Liquid) 0.2 0 0.00. OXIDIZER CLASS 3 {Solid) 40 0 0.00 OXIDIZER CLASS 3 {Liquid) 4 0 0.00 OXIDIZER CLASS 2 (Solid) 1000 0 0.00 OXIDIZER CLASS 2 {Liquid) 100 0 0.00 OXIDIZER CLASS 1 {Solid) 8000 0 0.00 OXIDIZER CLASS 1 {Liquid) 800 0 0.00. OXIDIZER GAS, {Gaseous) 3000 0 0.00 OXIDIZER GAS, {Liauefiedl 30 0 0.00 PYROPHORIC-(Solid) 8 0 0.00 PYROPHORIC-Liquidl 0.8 0 0.00 PYROPHORIC-(Gas) 100 0 0.00 UNSTABLE (REACTIVE) 4 (Solid) 2 0 0.00 UNSTABLE {REACTIVE) 4 {Liquid) 0.2 0 0.00 UNSTABLE (REACTIVE) 4 (Gas) 20 0 0.00 ·. '. %M1>1Cll :lrnor,eas~. ' 100.00 100.00 100.00 89.71 89.71 100.00 N.L. N.L. 100.00 100.00 .100.00 100.00 100.00 100.00 100.00 100.00 N.L. N.L. N.L. N.L. 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 February 18, 2013 Page 14 j,; . :i '· .. 1 • ,,) ' <MA'Q I '' ·Quai:itity : · :lrircr,e.ase t ,Wmits ' 2000 Cubic Ft 30 Gals 120 Gals 430.604 Gals 430,604 Gals 500 Pounds N.L. Cubic Ft N.L. Gals 2 Pounds 0.2 Gals 20 Pounds 2 Gals 200 Pounds 20 Gals 500 Pounds 50 Gals N.L. Pounds N.L. Gals N.L. Pounds N.L. Gals 1 Pounds 0.2 Gals 40 Pounds 4 Gals 1000 Pounds 100 Gals 8000 Pounds 800 Gals 3000 Cubic Ft 30 Gals 8 Pounds 0.8 Gals 100 .Gals 2 Pounds 0.2 Gals 20 Cubic Ft Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) Table 3 (Genoptix, Inc. BioPharm~ Lab Control Area 1.2) (Paae 3 .. . . . ,; "' , .. '.. -~~AN;J:ITY .. I o/o,OF . . ; . •· ' · .: · •' s;tOREO .In · ,MAQ · · · · '¾M~Q MATERIA:UCl,iAIS.SI.Rl~ilil~N1. •' • <-ll:·. ,<: Ji:i,.,:itr.al A:rea 1..2 . :useo. • l(lCrtla~e UNSTABLE (REACTIVE) 3 (Solid) 20 1.101 5.50 94.50 UNSTABLE (REACTIVE) 3 (Liauidl 2 0 0.00 100.00 UNSTABLE (REACTIVE) 3 (Gas) 200 0 0.00 100.00 UNSTABLE (REACTIVE) 2 (Solid) 200 0 0.00 100.00 UNSTABLE (REACTiVEl 2 (Liauidl 20 0 0.00 100.00 .UNSTABLE (REACTIVE) 2 (Gas) 1000 0 0.00 100.00 UNSTABLE {REACTIVE) 1 {Solid) Not Limited 0 N.L. N.L. UNSTABLE (REACTIVE) 1 (Liauid) Not Limited 0 N.L. N.L. UNSTABLE (REACTIVE) 1 (Gas) Not Limited 0 N.L. N.L. WATER REACTIVE 3 (Solid) 20 0 0.00 100.00 WATER REACTIVE 3 (liauidl 2 0. 0.00 100.00 WATER REACTIVE 2 (Solid) . 200 1.101 0.55 99.45 WATER REACTIVE 2 {Liauidl 20 0 0.00 100.00 WATER REACTIVE 1 (Solid) Not Limited 0 N.L: N.L. WATER REACTIVE 1 (Liquid) Not Limited 0 N.L. N.L. 9. Table 3.1 Health Hazard (MAO) Summary Totals (Control Area 1.2) February 18, 2013 Page 15 :M)\'Q .. ,' •dluimfify · tlh_creas.~ . 1wraits 18.899 Pounds 2 Gals 200 Cubic Ft 200 Pounds 20 Gals 1000 Cubic Ft N.L. Pounds N.L. Gals N.L. Cubic Ft 20 Pounds 2 Gals 198.9 Pounds 20 Gals N.L. Pounds N.L. Gals Table 3.1 indicates total Maximum Allowable Quantity (MAQ) per Control Area of hazardous material po~ing a Health Hazard that is stored and/or used in Genoptix, Inc. BioPharma Lab (Control Area 1.2) per 2010 CFC Table 2703. f 1(2) Table 3.1 Geno tix, Inc. BioPharma Lab Control Area· 1.2 e1 &~GR.····; .. ··· .· ., "".: ~, ''1itOlNl'fTY · %'OF · ;,· .. , . , .~n!j~p In MAQ ~:~ .· , :S~ntroLArea 1.2' . USED M!A:Q %•MA'Q i 'Q\;la'rititY, ·':Increase 1 n·cre,a$'e · • :!Jnits. CORROSIVE Solid . 20000 Cl 0.00 100.00 20000 Pounds CORROSIVE Li uid 2000, 5.026 0.25 99.75 1994.974 Gallons CORROSIVE Gas 1620 0 0.00 100.00 1620 Cubic Ft CORROSIVE Gas Li uefied 30. 0 0.00 100.00 30 Gallons HIGHLY TOXICS Solid 40 1.101 2.75 97.25 38.899 Pounds HIGHLY TOXICS Li uid 4 0 0.00 100.00 4 Gallons HIGHLY TOXICS Gas 40 d 0.00 100.00 40 Cubic Ft HIGHLY TOXICS Gas Li uefied 0.8 0 0.00 100.00 0.8 Gallons Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) ·. '.QiJ:41Nmmv ,SiJ10RED • 1'1/o10:F IM~Q I Jli'J10'' ntndl ,~rea ~ .• 2 · .• 1llJS8P> TOXICS Solid 2000 0 0.00 TOXICS Li uid 200 0 · 0.00 TOXICS Gas 1620 0 0.00 TOXICS Gas Li uefied 30 0 0.00 10. Bulking and Dispensing of Hazardous Materials and Wastes ', :,: 'o/olMi'\'Q llmor.ease 100.00 100.00 100.00 100.00 February 18, 2013 Page 16 !i.M~Q ,• · · Quantity ' : increase .Units, .. 2000 Pounds 200 Gallons 1620 Cubic Ft 30 Gallons Bulking and Dispensing of Hazardous Materials/Wastes: Bulking and/or dispensing of Hazardous Materials Class I Flammable, Class II and Class 111, Combustible Liquids will occur in the designated Genoptix, Inc (BioPharma Lab Control Area) locations as listed in Table 4. Bulking and/or dispensing of Hazardous Waste Liquids will occur in the designated Control Area locations as listed in Table 4. Glass and/or Plastic 250 milliliter (0.066 gallon) -500 milliliter (0.132 gallon) containers will be used to dispense Hazardous Materials Class I Flammable, Ciass II and Class 111, Combustible liquids within the fume hoods of designated bulking and dispensing locations listed in Table 4. Class I Flammable, Class II and Class 111, Combustible Liquids will be dispensed from Glass and/or Plastic 1 liter (0.264 gallon) - 3.78 liter (1 gallon) containers into Glass and/or Plastic 250 milliliter (0.066 gallon) -500 milliliter (0.1.32 gallon~ containers within the fume hoods of designated bulking .and dispensing locations. Accumulated Class I Flammable, Class II and Class 111, Combustible Waste Liquid will be dispensed into five (5) gallon (UL) listed and/or (FM) approved Polyethylene/Metal safety containers. Full five (5) gallon (UL) listed and/or (FM) approved Polyethylene/Metal safety containers of Class I Flammable, Class II and Class Ill, Combustible Waste Liquid will be bulked into 55 gallon DOT approved steel drum located in (Control Area1.1) Storage Room (1402). Storage Room (1402) is equipped with a Nederman Snorkel which captures flammable and/or harmful vapors during the bulking and/or dispensing process. Five (5) gallon (UL) listed and/or (FM) approved Polyethyh:~ne/Metal safety containers will be properly grounded during bulking and/or dispensing operations. The maximum quantity of liquid waste that will be bulked and/or dispensed at one time is a :S 5 gallon (UL) listed and/or (FM) approved Polyethylene/Metal safety container. Refer to Table 4, which lists all locations where Hazardous Materials and/or Hazardous Waste Liquids will be Bulked and/or dispensed within the Genoptix, ln.c BioPharma Lab located at 1890 Rutherford Road, Carlsbad CA 92008. 11. Table 4 Bulking and Dispensing Area Locations Bulking and/or Dispensing of Class I Flammable, and Class II, and Class Ill, Combustible Liquids will occur in the following locations: 1402 STORAG.E ROOM 1402 CONTROL AREA 1.1 1701 LAB 1701 CONTROL AREA 1.1 1702 LAB 1702 CONTROL AREA 1.1 H304 POST -. AMP 1 $04 CONTROL AREA1 .. 1 1935 . REAGENT PREP ROOM CONTROL AREA ·1.2 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) 1950 FLOW/HG CONTROL AREA 1.2 1960 TEMPLATE FREE + CONTROL AREA 1.2 1965 PCR N CONTROL AREA 1.2 1970 POST AMP -CONTROL AREA 1.2 1975 NAI ROOM -CONTROL AREA 1.2 1980 FISH ROOM CONTROL AREA 1.2 February 18, 2013 Page 17 Hazardous materials including, Oxidizing, Reactive, Water Reactive, Highly Toxic, Corrosive, Caustic, and Pyrophorics will be stored in hazardous materials storage cabinets. Doors will be well fitted, self-closing, and equipped with a latch. The hazardous materials storage cabinets will meet the construction standards in 2010 CFC 2703.8. 7.1. 12. Table 5 List of Hazardous Materials to be Bulked and/or Dispensed in (CA1 .1) Table 5 lists all Hazardous Materials that will be bulked and/or dispensed, quantities to be bulked and/or dispensed, and types of containers u_sed during bulking and/or dispensing in (Control Area 1.1 ). (Note: Only :S 5 gallons of flammable and/or combustible liquid will be bulked and/or dispensed during any bulking and/or dispensing operation). Table 5 is a complete list of Hazardous Materials to be bulked and/or dispensed in (Control Area 1.1) (USE-OPEN) (NO-USE-CLOSED) I USE-OPEN . Type contajnerfbr Material/ Balking/Dispensing -Q1,1antities to be Ttar:isfer/Dispensing 'Olas_s ·I '& -· _ ,HAZ:-\RDOUS MATERIAL I Classlflcatlolil :Locations-•in ·CA 1.1 BulkedlDispe·nsed _ -Class llFlamm.a't>le L;iqclids I , .. 1 Gallon /500 Milliliter Container LABS 1701, 1702, dispensed into 250-500 Milliliter FLAMMABLE 1804 Fume Hoods GlasslPlastic Container, Glass 1-BUTANOL LIQUID CLASS IC S 1 Gallon Tube / Beaker. 1 Gallon 1500 Milliliter Container LABS 1701, 1702, dispensed into 250-500 Milliliter FLAMMABLE 1804 Fume Hoods Glass/Plastic Container Glass 2-PROPANOL LIQUID CLASS 18 S 1 Gallon Tube I Beaker. 1 Gallon /500 Milliliter Container LABS 1701, 1702, dispensed into 250-500 Milliliter FLAMMABLE 1804 Fume Hoods Glass/Plastic Container , Glass ETHANOL,DENATURED LIQUID CLASS 18 S 1 Gallon Tube / Beaker 1 Gallon /500 Milliliter Container LABS 1701, 1702, dispensed into 250-500 Milliliter FLAMMABLE 1804 Fume Hoods Giassf Plastic Container , Gl~ss ETHANOL LIQUID CLASS 18 S 1 Gallon Tube I Beaker ... 5 Gallon (UL) Listed (FM) Approved Safety Can Storage Room 1402 Bulked/Dispensed into 55 FLAMMABLE SOLVENT · FLAMMABLE Gallon DOT approved Metal WASTE LIQUID CLASS 18 :S 5 Gallon Drum 13. Table 5.1 MAQ of In-Use Open Systems in (CA 1.1) posing a Physical Hazard Table 5.1 include MAQ of In-Use Open Systems permitted in (Control Area 1.1) posing a Physical Hazard and allowable increases as per 2010 CFC Tables 2703.1.1 (1) and 2703.1.1 (2). Genoptix, Inc BiQPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 18 Table 5.1 (Control Area 1.1) Bulking and/or Dispensing USE-OPEN per 2010 CFC Table 2703.1. t(1 ). I ,MAQ i~ER ,281f8 '' '' : , M:l\'Q·Alloj,V,a'bJe;11r:icr,e:as:e. -1, -! ' ,! ' ',, ', ; ; 1CFCT.6JBL.:E i ' ; ' j' ' 'I • ,, ;'1";, \ I ,,",' ,, ;,, ' ''' '' '' ! : ,; ,:;:,:-', , '217'83:1:1 (1) \~1111-! '1: ''' '' ! : ,, '' 1Use1Qpe111 i QliJANTITY (In-Use MAJ'ERIAUCLASSIFICA TION ! Sy,stem:I 0,oeni ·Control Area, 1.1 _ FLAMMABLE LIQUID CLASS I-A, 18, IC 60 Gallons :S 9 Gallons :S 51 Gallons/85% 14. Table 6 List of Hazardous Materials to be Bulked and/or Dispensed in (CAt.2) Table 6 lists all Hazardous Materials that will be bulked and/or dispensed, quantities to be bulked and/or dispensed, and types of containers used during bulking and/or dispensing in (Control Area 1.2). (Note: Only :S 5 gallons of flammable and/or combustible liquid will be bulked and/or dispensed during any bulking and/or dispensing operation). Table 6 is a complete list of Hazardous Materials to be bulked and/or dispensed in (Control Area 1.2) (USE-OPEN) (NO-USE-CLOSED) USE~OPEN Ty,pe coi:Jtalr;ier ,for - Mate~lal/ :Bulking/Dispensing Quantities.to be T.r.ans:fer/bisperasiAg ·c1as·s I & HAZARD'OUS MATE'RtAL Classlftclitlon Locatlolfs In CM .2 , Bulked/E>ispensed , Cias:s<ll 1FJamtna'ljl~ Uciuids ___ Rms 1935, 1950, 1 Gallon /500 Milliliter Container dispensed into 250-500 Milliliter FLAMMABLE 1960, 1965, 1970, Glass/Plastic Container, Glass ETHANOL , LIQUID CLASS IB 1975,1980 :S 1 Gallon Tube / Beaker. Rms 1935, 1950, 1 Gallon /500 Milliliter Container dispensed into 250-500 Milliliter FLAMMABLE 1960, 1965, 1970, Glass/Plastic Container, Glass ETHANOL 200 PROOF LIQUID CLASS 18 1975,1980 :S 1 Gallon Tube / Beaker. Rms 1935, 1950, 1 Gallon /500 Milliliter Container -ETHYL ALCOHOL FOR 1960, 1965, 1970, dispensed. into 250-500 Milliliter FLAMMABLE 1975, 1980 Glass/Plastic Container, Glass MOLECULAR BIO LIQUID CLASS IB :S 1 Gallon Tube /Beaker. Rms 1935, 1950, 1 Gallon /500 Milliliter Container dispensed into 5 Gallon (UL) FLAMMABLE CORROSIVE FLAMMABLE 1960, 1965, 1970, Listed (FM) Approved Safety WASTE SOLVENT LIQUID CLASS 18 1975,1980 :S 1 Gallon Can Rms 1935, 1950, 1 Gallon /500 Milliliter Container 1960, 1965, 1970, dispensed into 250-500 Milliliter FLAMMABLE 1975,1980 Glass/Plastic Container, Glass REAGENT ALCOHOL, 95% LIQUID CLASS 18' :S 1 Gallon Tube / Beaker. Rms 1935, 1950, 1 Gallon /500 Milliliter Container 1960, 1965, 1970, dispensed into 250-500 Milliliter REAGENT ALCOHOL, FLAMMABLE 1975,1980 Glass/Plastic Container, Glass 100% LIQUID CLASS 18 :S 1 Gallon Tube / Beaker. Rms 1935; 1950, 1 Gallon /500 Milliliter Container dispensed into 5 Gallon (UL) XYLENES HISTOLOGY FLAMMABLE 1960, 1965, 1970, Listed (FM) Approved Safety GRADE LIQUID CLASS IC 1975,1980 :S 1 Gallon Can' 15. Table 6.1 MAQ of In-Use Open Systems in (CA1.2) posing a Physical Hazard Table 6.1 include MAQ of In-Use Open Systems permitted in (Control Area 1.2) posing a Physical Hazard and allowable increases as per 201 O CFC Tables 2703.1.1 (1) and 2703.1.1 (2). ,, ; i •. Genoptix, Inc BioPharma Laboratory Technical_ Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 19 Table 6.1 (Control Area 1.2) Bulking and/or Dispensing USE-OPEN per 2010 CFC Table 2703.1.1 (1 ). I :MAQ :PER 281'0 '' : iM:biQ ~llowa:Me lmc'i:~ise·, '. (;: . ' ':",',\ I :: ' i CFC TABLE 27-03.1.1 (11 (In- j lllaeOpen QUANTITY (ln-1.:Jse : ,MAiJ:ERIAIJ/Ok.\\'SSIF:IC-Ail110N i SMstemJ · Ooenl :Control Area· ~-2 ,, ' , .... ,, . ,. ' ,_ ,,.\ COMBUSTIBLE LIQUID CLASS II 60 Gallons S 1 Gallons S 59 Gallons/98.3% FLAMMABLE LIQUID CLASS. 1-A, 1B, IC 60 Gallons s 7 Gallons S 53 Gallons/88.3% 16. Table 6.2 MAQ of In-Use Open Systems in (CA1 .2) posing a Health Hazard Table 6.2 include MAQ of In-Use Open Systems permitted in (Control Area 1.2) posing a Health Hazard and allowable increases as per 2010 CFC Tables 2703.1.1(1) and 2703.1.1(2). · T.able 6.1 (Control Area 1.2) Bulking and/or Dispensing USE-OPEN per 2010 CFC Table 2703.1.1 (2). . M'AQ PER 2010 M;61Q ;,t.illewa'ble iittor.eise ., . i i CFC TABLE; ,2703.1.1 (2).(ln• ' ~ ' -u,eOpen,. 'QUA·NTIJY (fn.;Use ' ' ,,, . . '' '' ; ' : . : : ... 1 ,; ' ' :/' •M1'TERIA!L/CkA'SS'IFICA1110N Svsttm) · Ocen> Corttrol~tea 1.·2· ,, '' ' '' : '' :, '' :' ' .. '' CORROSIVE (LIQUID) , 200 Gallons S 1 Gallon s 199 Gallons/99.5% 17. Building/Facility Information The building/facility located at 1890 Rutherford Road, Car.lsbad; CA 92008 is a Type 111-8 fully Sprinklered building. The building/facility is "A-3, B, S-1" occupancy, with two control areas. The building/facility. is two stories 1st Floor (48,560 .ff), 2nd Floor (11,536 ft:2) with a total square footage of (60,096 ff). Building Interior Tenant lmprovem·ents: 1st Floor (33,165.35 ff) and 2nd Floor (B;408.22ff) for a total Interior Tenant improvement area square footage of (41,573.57 ff). The building/facility consists of (55,146 ff) Research and Development and (4,950 ff) Warehouse: A new Shipping and Receiving ( 1900) and Sample Receive combination room ( 1901) will be provided at the north end of the building for deliveries. Plan Check Set Sheet (T1 .1) Project scope does not indicate Shipping and Receiving (1900) as ·High Piled Combustible Storage Area. Hazardous Materials will not be transported, stored and/or used on the second floor of this building and/or facility. 18. Attachment Information Attachment 1 is a copy of a Vicinity Map Project Site location for the Genoptix, Inc. BioPharma Lab Located at 1890 Rutherford Road, Carlsbad, CA 92008 Attachment 2 is a copy of the Control Area Plan T1 .6 prepared by Ferguson Pape Baldwin Architects for Genoptix, Inc BioPharma Lab Located at 1890 Rutherfor~ Road, Carlsbad, CA 92008 showing First Floor Control Area Plan and Second Floor Control Area Plan Attachment 2:1 is a copy of the Genoptix, Inc. BioPharma Lab (Control Area 1.1) Bulking and Dispensing locations in 1890 Rutherford Road, Carlsbad, CA 92008. Attachment 2.2 is a copy of the Genoptix, Inc. BioPharma Lab (Control Area 1.2) Bulking and Dispensing locations in 1890 Rutherford Road, Carlsbad, CA 92008. Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 20 Attachment 2.3 is a copy of the Genoptix, Inc. Bio Pharma Lab Plumbing First Floor Plan-Enlarged- North (P6.1) prepared by Ferguson Pape Baldwin Architects. Plumbing First Floor Plan-Enlarged- . North (P6.1) indicates Liquid Nitrogen Dewar and Lab CO2 Plumbing/Piping System located in 1890 Rutherford Road, Carlsbad, CA 92008. Attachment 2.4 is a copy of the Genoptix, Inc. BioPharma Lab Plumbing First Floor Plan-Enlarged- North (P6.2) prepared by Ferguson Pape Baldwin Architects. Plumbing First Floor Plan-Enlarged- North (P6.2) indicates dual Liquid Carbon Dioxide Dewars and Lab CO2 Plumbing/Piping System within Mechanical Room (1905) located in 1890 Rutherford Road, Carlsbad, CA 92008. Attachment 3 Physical Hazard Report Summary (Pages 1 through 6) for Genoptix, Inc. BioPharma Lab, located at 1890 Rutherford Road, Carlsbad, CA 92008. Attachment 4 Health Hazard Report Summary (Pages 1 through 2) for Genoptix, Inc. BioPharma Lab, located at 1890 Rutherford Road, Carlsbad, CA 92008. Attachment 5 Detailed Chemical Inventory Report Summary (Pages 1 through 10) for Genoptix, Inc. BioPharma. Lab located at 1890 Rutherford Road, Carlsbad, CA 92008. Attachment 6 is a copy of Curriculum Vitae for Jeffrey Silvers, MPH, CIH, CSP Attachment 7 is a copy of NGSA Certificate Number CFC0180.07 for Jeffrey A. Silvers, MPH, CIH, and CSP: Certified California Fire Code Inspector · 19. Operational lnformatic:m Genoptix, Inc .. BioPharrna Lab provides services to support clinical trials through full-service hematology/oncology testing. Genoptix, Inc. Bi0Pharmc;1 Laboratory located at 1890 Rutherford Road, Carlsbad CA 92008 will store, use and handle Hazardous Materials within the building/facility. Hazardous Materials will be stored, used and handled in accordance with the 2010 California Fire Code (CFC) and all state,. federal, and local regulations. 20. Operational Controls The following controls will be installed at 1890 Rutherford Road, Carlsbad CA 92008 20.1 Automatic Fire Extinguishing System for buildings [2010 CFC 903.2. NFPA 131 The building is fully equipped with an existing, approved, automatic wet fire extinguishing system. 20:2 Seismic Bracing and Shelf Construction for hazardous materials [2010 CFC 2703.9.9] Shelves greater than six feet high will be braced and anchored and be of substantial construction. Shelves will be provided with lips or guards. The laboratory will be equipped with adequately braced and anchored shelving of substantial noncombustible construction with a chemical resistant coating. Shelves will be provided with a lip or guards. Shelf storage of haza_rdous materials will be maintained in an orderly manner and in compliance with the Code. 20.3 Separation of Incompatible Materials [2010 CFC 2703.9.8] Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 21 Incompatible materials will be separated from each other in storage in (FM) approved self- closing storage cabinets, or in separate (UL) listed or (DOT) approved waste collection containers. To ensure compliance, one or more of the following methods will separate incompatible materials: • Storage in separate approved self-closing storage cabinets as follows: • Flammable/Combustible liquids (Class I, II, and Ill-A) will be stored in approved flammable liquids cabinets, • Acids will be stored in acid cabinets, • Bases will be stored in base cabinets. ~ Trained personnel will further distinguish between incompatible materials (i.e. acids and bases; oxidizers and flammables; acids and flammables) and store them in an appropriate manner with adequate di~tance to avoid incompatible reactions. • Incompatible gases will be separated by a distance of more than twenty feet • Incompatibles will be separated using noncombustible partitions/barrier greater than 18" high. Employees will receive chemical safety instruction on. the separation of incompatible materials. 20.4 Empty Containers [2010 CFC 2703.2.5] The storage of empty containers and containers previously used for the storage of flammable or combustible liquids, unless free from explosive vapors, will be stored as required for filled tanks and containers. Tank and containers, when emptied will have the covers or plugs immediately replaced in openings. 20.5 Security [NFPA 730 & NFPA 731] The building/facility will be equipped with lock(s) to prevent unauthorized entry, security . cameras and motion detectors. The security measures in_place at 1890 Rutherford Road, Carlsbad CA, 92008 are within compliance of the Code. 20.6 Portable Fire Extinguishers [2010 CFC 906] The facility will be equipped with portable dry chemical fire extinguishers. There will be an appropriate amount of approved fire extinguishers mounted not more than 75 feet apart within the Ge.noptix, Inc. facility, located at 1890 Rutherford Road, Carlsbad CA 92008. The appr:opr-iate amount and type fire extinguishers will be locc;:1ted throughout the building; designated dispensing areas and laboratories. 20.7 Approved Flammable Liquid and Hazanfous Materials Storage Cabinets [2010 CFC 2703.8.7.2, 3404.3.2] Flammable and combustible liquids will be stored in approved flammable liquid storage cabinets. Doors will be well fitted, self-closing, and equipped with a latch. Cabinets shall be clearly identified.in an approved manner with red letters on contrasting background to read: HAZARDOUS-KEEP FIRE AWAY. ·20.8 Heating Ventilation and Air:.conditioning (HVAC) & Refrigeration Systems [2010 CMG Chapter 4, 5 & 11, 2010 CFC 606] Th~ HVAC design will be based on chilled water 100% outside air (OSA) Variable Air Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 22 Volume (VAV) air handler located in the mechanical utility room at the northeast corner of the ground floor. The chilled water shall be provided by a new exterior air cooled chiller (or chillers) located east of the Mechanical Room (1905). Heating for outside air (OSA) and individual control of room air temperature shall be provided with central hot water boiler, heating coil at the air handler, and terminal zone reheat coils. A 40,000 Cubic Feet per Minute (CFM) chilled water Variable Air Volume (VAV) air handler configured for 100% outside air to be provided to serve the lab area and shall include moisture eliminators, Merv-8 pre-filter, cooling coil, fan section, Merv 11 final filters, and supply plenum. Interior heat rejection from lab equipment is und~rstood to be light and assumed to be less than 2 Watts/ ft2 for most lab areas. The (Refrigerator/Freezer Lab Room 1925) has (18) count refrigerators or freezers, each estimated for an 18 ft3 freezer rejecting 1050 Btu/hr each. Genoptix, Inc. 20.9 Mechanical Refrigeration System [2010 CFC 606, 2010 CMC Chapters 11, & 17] Refrigeration Systems will be installed in accordance with the California Mechanical Code (CMG). The use and purity of new, recovered and reclaimed refrigerants, and refrigerant classification shall be in accordance the California Mechanical Code .. Genoptix, Inc. Refrigeration Systems will use Type R134A, and Type R-41 OA refrigerants in air cooled chillers. Both types of refrigerants are listed in the 2010 CMG Table 11-1 and classified as approved under the 2010 CMG Section 1103.0. Refer to Plan Check Set Sheet M1 .2 (Mechanical Schedules) for Air-conditioning Chiller Schedule & Refrigerant, M1 .4 (Mechanical Schedules), M1 .5 HVAC Systems Certificate of Compliance and Field Inspection Energy Checklist (T-24 Compliance Forms MECH- 1 C), M1 .6 Air Systems Requirements (T-24 Compliance Forms MECH-2C), M1 .6 Mechanical Ventilation and Reheat (T-24 Compliance Forms MECH-3C), and M1 .6 Fan Power Consumption (T-24 Compliance Forms MECH-4C). 20.10 Laboratory Fume Hoods and Building Exhaust and Ventilation and Types of Material Exhausted [2010 CMC Chapter 5] a. Fume Hood Exhaust System Specifications. • Fume Hood Exhaust Duct Syste,:n has been designed as a Class 1 or Class 5 duct system. • Fume Hood Exhaust Ducting shall be PVC coated with 4 Mil. Thickness on the inside for corrosion protection. • Fume Hood Exhaust System does not convey flammable dusts. . • Fume Hood Exhaust Fans shall be coated with Hersite VR-500S series (VR-514) by unit manufacturer. • Fume Hood Exhaust Ducting shall be independent and completely separate from Environmental Air Ducts and shall not extend into or through plenutns. • Galvanized Steel Ducts shall be constructed in accordance with ASTM A525 and ASTM A527 of galvanized steel sheet, lock-forming quality1 having_ G60 zinc coating in Conformance with ASTM A90. Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 23 • For Ductwork Specifications, Fabrication and installation refer to Plan Check drawings M 1.1, M1 .2, M1 .3, M4.1, M4.2, M4.3, M5.1, M6.1, M6.2, M6.3, and M8.1. b. Flammable Gases and Vapors in the Exhaust Systems. Flammable vapor or fumes is the concentration of flammable constituents in air that exceeds twenty-five percent (25%) of its Lower Flammability Limit '(LFL). The Fume Hood Exhaust and Ventilation System at Genoptix, Inc. BioPharma Laboratory will comply with the 2010 California Mechanical Code and the California Energy Commission Standards. Scientists will be trained not to exhaust incompatibles into the ventilation systems. Bench scale laboratory reactions will be performed in the fume hoods at Genoptix, Inc. BioPharma Laboratory and will be in compliance with the Code of Federal Regulations Volume 29 Part 1910.1450. The storage and use of flammable and combustible liquids and gases in hoods and exhaust ducts will be limited to the smallest amounts heeded each day. Concentrations of gases and vapors will be diluted to less than 10% of the Lower Explosive Limit (L.E.L) for each compound. Therefore, no automatic fire protection systems will be required in the fume hoods or exhaust ducts. c. Corrosive Materials Corrosives will be l;ISed in the chemical fume hoods. Corrosives will be neutralized in the chemical experiments and the corrosives will not be exhausted untreated directly into the fume hoods at concentrations that could attack the ducting or accumulate and drip. The corrosives are used in milliliters quantities for pH adjustment and not at original strength nor heated and exhausted untreated where they could attack the ducting. d. Heating The materials b_eing exhausted will not be heated above standard room temperature. Mechanical exhaust will be provided where Class I, 11, or Ill liquids are used (in any amount) in Group B, or portions thereof. Under normal operating conditions explosive vapor-air mixtures will not develop in the exhaust system at Genoptix, Inc. BioPharma Lab. The majority of the work involving Class I, 11, or Ill-A flammable liquids will be performed in chemical fume hoods, not in the open laboratories as indicated in Section 10 (Bulking and Dispensing of Hazardous Materials and Wastes) of this technical opinion report. The exhaust ventilation will be sufficient to maintain non-flammable and non-explosive vapor concentrations throughout the entire exhaust duct system. Genoptix, Inc. BibPharma Lab activities will not require elevated temperatures, therefore separate and distinct exhaust systems are not required. e. Calculations to determine necessary CFM required to maintain levels <10% and 25% LEL for Class I, II, Ill-A Flammable liquids Hoods and Building Exhaust Systems and Types of Material Exhausted Calculations to Determine Required CFM to Maintain Levels <10% and 25% LEL for Flammable Liquids The following report contains calculations forthe volumE;J of air in cubic feet per minute (CFM) required to dilute flammable liquid vapors to 10% and 25% or below their lower explosive limit. These calculations represent a spill scenario in which a one-gallon container of flammable liquid was to shatter in fume hood, releasing the entire contents. The calculations are based on the release being vaporized consistently for a one-hour period. ,. Genoptix, Inc BioPharma Laboratory Technicc!I Report/ Hazarqous Materials Summary (Rev. 2) February 18, 2013 Page 24 T bl 7 Fl a ~ amma e IOUI s ore m u e or oa ar s a bl L" "d St d. 1890 R th rf d R d C I b d CA 92008 : •:FJ~u<t\l,malb1Je1,C,omlb:l!l'sitli~l'.e·· .. Molecular . · 'S!pec;lfl~ · : : 1Li<i,w~ri 1_e)~pi(qs1j,V,1e • •. ... ·\Wap'cir : , · · • • • • J ' ,,,, '' ;o:~n;ity · U<:1uid 'Weight Oravity I ,Uimii,t 1-BUTANOL 74.12 d.81 1.4 2.55 2-PROPANOL 60.1 0.785 2.5 2.1 ETHANOL 46.07 0.79 3.3 1.59 FORMALDEHYDE 30.02 . 1.08 6 1.03 REAGENT ALCOHOL 46.07 0.79 3.3 1.59 XYLENES 106.17 0.86 1.1 3.66 Calculating the Required CFM The following calculations were made to determine the minimum ventilation required to assure that the aforementioned flammable liquids are maintained below 10% and 25% of the Lower Explosive Limit. Requirements were based on the cubic feet of ~ir required per gallon of evaporation. The calculation used was taken from NFPA 86 "Standards for Ovens and Furnaces", section 7-5.2 Method for Determining Solvent Safety Ventilation Rates. CFM to maintain <10% LEL = 1rf ·833 )(SpGr)(lOO-LEL) / . v~0.075 VD LEL /60mm CFM to maintain <25% LEL = 4(~)(SpGr)(100-LEL) / . 0.075 . VD LEL 160mm Where: 10 = Safety Factor to Account for 10% LEL 4.0 = Safety Factor to Account for 25% LEL 8.33 = Weight of 1 gallon of water 0.075 = Weight of dry air in 29.9 in. Hg SpGr: Specific gravity VD = Vapor Density LEL = lower Explosion Limit Table 7.1 is a worst-case scenario in which the CFM calculated was to account for a gallon of flammable liquid being released in a fume hood over a one hour period. Table.Z_.1 Minimum Required-Ventilation in CFM to maintain concentrations of Flammable Liquids below 10% Lower Explosive Limit (LEL) during a one-gallon spill situation released over a one-hour . d perio I . ' ,:,, ii'•·,, .. : :ft~at1:0% --·. Rleqi.iiirE!fd :c;f n,'iito .ntai'ntatm/, : .. · .. : Pl'ar:nrnabl~1C'ombu~fi~1e ·Liquid 1:.:g1;.1,G . · • b'el'ow ;1io%:1LJEL fb:r oi\le::hour: : · • -·-· . '~ '•, . -~· .... ' . ' ,. ,. .. ' ,. . . ' -.. :. . 1-BUTANOL _24847 414 2-PROPANOL 16197 270 ETHANOL 16171 269 FORMALDEHYDE 18245 304 REAGENT ALCOHOL 16171 269 XYLENES 23464 391 ;,. Genoptix, Inc BioPharma Laboratory Te9hn_ical Report/ Hazardous Materials Summary (Rev. 2) Table 7.2 February 18, 2013 Page 25 Minimum Required Ventilation in CFM to maintain concentrations of Flammable Liquids below 25% Lower Explosive Limit (LEL) during a one-gallon spill' situation released over a one-hour eriod :,.. ' :/;:~ .... :: · ·; I :--."'tait ;215% . i • !Re.q;1Ji111ried1 :ClFil\1i't6 :mahi:1ia]~ · · , , ", I $-~;::_;, ·IF1lammable/C;o!lfi1bpjJHH~(iJ 1-BUTANOL · ;:·1,aeti1$, i :~_el'OW 215"°/o 11.,f:L for one-l1otJr 9938 166 2-PROPANOL 6479 108 ETHANOL q468 108 FORMALDEHYDE 7298 122 REAGENT ALCOHOL 6770 113 XYLENES 9386 156 The worst case scenario spill for the flammable liquids stored in a fume hood at Genoptix, Inc. facility is a one gallon release of XYLENE$. To en$ure that such a spill be maintained at 10% the lower explosive limit, fume hoods must provide an airflow of a minimum of 391 cubic feet fresh air, per minute. To ensure that. such a spill be maintained at 25% the lower explosive limit, fume hoods must provide an airflow of a minir:num of 156 cubic feet fresh air, per minute. All of Genoptix, Inc. BioPharrna Lab fume hoods will exhaust more than 391 CFM. Since the exhaust volumes. will be greater than 391 CFM, the duct work is classified as Class 1 or Class 5 Ducts. Table 7.3 below 1indicates proposed materials to be used within Genoptix, Inc. fume hoods located at 1890 Rutherford Road, Carlsbad California, 92008. Table 7.3 Pro osed Hazardous Materials used within Geno tix, Inc. Fume Hoods · ' · "· ;~ ·' %,\ •. ,:b,Mp~tibfe,1ncJJJafi~1~;-\~ith-oth~V" . Hi1zardpuJ.1"1at&,:iaJlCbJi-'.i?:'.:'.~ Ji'~ · Chemicals liste:d in Table·7.3 1-BUTANOL FLAMMABLE LIQUID CLASS IC COMPATIBLE COMBUSTIBLE LIQUID CLASS IIIA/ HIGHLY 2-MERCAPTOETHANOL TOXIC COMPATIBLE 2~PROPANOL FLAMMABLE LIQUiD CLASS IB COMPATIBLE ETHANOL FLAMMABLE LIQUID CLASS IB COMPATIBLE FLAMMABLE CORROSIVE WASTE SOLVENT CORROSIVE/FLAMMABLE LIQUID:CLASS IB COMPATIBLE FLAMMABLE WASTE SOLVENT FLAMMABLE LIQUID CLASS IB COMPATIBLE FORMALDEHYDE CORROSIVE/COMBUSTIBLE LIQUID CLASS II COMPATIBLE CORROSIVE/COMBUSTIBLE LIQUID CLASS FORMALIN II/TOXIC COMPATIBLE HEMO-DE D-Limonene COMBUSTIBLE LIQUID CLASS II COMPATIBLE REAGENT ALCOHOL FLAMMABLE LIQUID CLASS IB COMPATIBLE SHUR/MOUNT FLAMMABLE LIQUID CLASS IB COMPATIBLE XYLENES FLAMMABLE LIQUID CLASS IC COMPATIBLE Proposed Hazardous Materials listed above in Table 7.3 are used in different experiments and/or processes within all Genoptix, Inc. BioPharma Laboratory fume hoods locaJed at 1890 Rutherford Road, Carlsbad California, 92008. 20.11 Sources of Ignition [2010 CFC 3404.2.4] In locations where flammable vapors could be present, precautions will be taken to prevent ignition by eliminating or controlling sources of ignhion. Adequate grounding and bonding will be provided to prevent the accumulation of static electricity wherever Class I or II liquids are bulked and/or dispensed. Smoking and open flames will be prohibite_d in locations where flammable vapors could be present. Genoptix, Inc BioPharma Laboratory Technical_ Report/ Hazardous Materi_als Summary (Rev. 2) 20.12 Spill Control, Drainage,.Secondary Containment [2010 CFC 2704.2.1, 2704.2.2, & 2704.2.2.1] February 18, 2013 Page 26 Carts and trucks transporting liquids shall be capable of containing a spill from the largest single container transported. Genoptix, Inc. BioPharma Lab will never·store vessels containing hazardous materials greater than 55 gallons or exceed a total of 1000 gallons. · The vessels exceeding 1.1 gallon capacity in the (designated bulking and/or dispensing areas and laboratories) used for flammable liquids will be equipped with secondary containment. 20.13 Explosion Control [2010 CFC 2705.2.1.2] Explosion control shall be provided in accordance with-the 2010 CFC Section 2704.6 when explosive environment can occur because of the ~haracteristics or nature of the hazardous materials dispensed or used, or as a result of the dispensing or use process. Flammables, oxidiz;ers, ·unstable.reactive compounds, and water-reactive compounds will be stored in approved explosion proof or flammable liquid cabinets. The explosion controls will be in compliance with the 2010 CFC Sections 911, 2704.6 and 2705.2.1.2. 20.14 Limit Controls · [2010 CFC 2705.1.4] Temperature Controls will be maintained in the event of a power·failure. Temperature controls will be in compliance with the Code. Pressure controls are not applicable. Genoptix, Inc. does will not store stationary tanks onsite. 20.15 Treatment Systems [TITLE 22 CCR CH-12 ARTICLE-1 {66262.1 O] Genoptix, Inc.will properly manage any hazardous waste generated at 1890 Rutherford Road, Carlsbad CA 92008 in accordance with Federal State and Local regulations. 20.16 Protection from Vehicles [2010 CFC 312] Currently Genoptix, Inc. BioPharma Lab stores all Hazardous Materials inside the building and any vehicle impact protection needed will be in compliance with the 2010 CFC 312. 20.17 Employee Training and Response Procedures/Hazard Communication [2010 CFC 406, 2010 CFC 407, and Title 8 CCR §5194] Persons responsible for the operational of areas in which hazardous materials are stored, bulked, dispensed, handled, or used shall be trained initially and annually on the chemical hazards of the materials ~nd the appropriate· spill mitigation procedures. The supplied training will be in compliance with 2010 CFC 406, 2010 CFC 407, and Cal/OSHA Title 8 CCR §5194. Genoptix, Inc. has provided Cal/OSHA compliant Hazard Communication safety training course and will continue to provide refresher courses every year. Th·e following information is taught to each hazmat employee in th~ building: In the event of a FIRE: First, notify local fire department by dialing 911 from a landline when possible, versus a mobile phone. Next, if possible, have an employee trained on the proper use ,,, Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 27 of a fire extinguisher extir:1guish the fire with an ABC fire extinguisher. If the fire cannot be extinguished safely with one extinguisher, evacuate .all personnel from the building. SMALL SPILL: Use the emergency spill kits compatible with the spilled materials. Refer to Material Safety Data Sheets (MSDSs) for protective clothing and clean up guidelines. Waste products will be handled and disposed of as hazardous waste. LARGE SPILL: Secure the area and warn others away. Contact Genoptix. Inc. Security (858) 688-2071 to develop a clean-up plan. Call the Fire Department if the spill represents a fire hazard or hazardous materials are released outside of the building. Arrangements will be made with a waste disposal firm such as lngenium {760) 7 45-8780 for assistance with cleanup and disposal of hazardous wastes. · 20.18 Storage of Hazardous Materials [2010 CFC Chapter 27] Hazardous Materials are not stored in quantities greater than the exempt amount for "B" and "S- 1" Occupancy. Hazardous Materials will not be stored and/or used in "A-3" occupancy or on second floor of this building. All Hazardous Materials will be stored in (FM) approved and/or (UL) Listed self-closing safety cabinets or containers in accordance with the 2010 CFC. 20.19 Compressed Gases [2010 CFC 3001.1] Storage, use and handling of compressed gas containers, cylinders, tank and systems shall comply with the 2010 CFC Chapter 30. Partially full compressed gas containers, cylinders or tanks containing residual gases shall be considered as full containers for the purposes of the controls required. Compressed gases in service and in storage will be stored upright and adequately secured with one or more support straps and/or chains to prevent cylinders from falling or being knocked over. Cylinders, including empty ones, will have their caps in place and - v~lves tightly closed. Cylinder will always be secured. Cylinders will only be· moved by Genoptix,. Inc. employees with an approved cylinder cart and/or dolly. The storage, use and handling of compressed gases at Genoptix, Inc. shall be in accordance with the 2010 CFC Chapter 27, 30, and the NFPA 55. 20.20 Cryogenic Fluids [2010 CFC 3201] Storage, use and handling of cryogenic fluids shall comply with the 2010 CFC Chapter 32. Cryogenic fluids classified as hazardous materials shall also comply with the 2010 CFC Chapter 27 for general requirements. Partially full containers containing residual cryogenic fluids shall be considered as full containers for the purposes of the controls required. Inert cryogenic fluids,, including argon, helium and nitro_gen, shall comply with CGA P-18. Cryogenic fluid storage tanks and/or ves~els, includ,ing empty ones, will have their caps in place-and valves tightly closed. Cryogenic fluid storage tanks will always be secured. Cryogenic fluid storage tanks and/or vessels will only be moved by Genoptix, Inc. employees with an approved cylinder cart and/or truck designed for secure movement of the container. The storage, use and handling of cryogenic fluids at Genoptix, Inc. shall be in accordance with the 2010 CFC Chapter 27, 32, CGA P-18 and the NFPA 55. 20.21 Compressed (CO2) Gas Plumbing/Piping System [2010 CFC Chapter 27, 30, and Section 3205] Genoptix, Inc. BioPharma Laboratory Compressed Carbon Dioxide (CO2), system piping will be designed with Type 'L' copper, cleaned and capped with silver brazed joints under nitrogen -'-Genoptix, Inc BioPharma Laboratory February 18, 2013 Page 28 Technical Report/ Haz,;1rdous Materials Summary (Rev. 2) purge, shut-off valves on all branch lines to fixtures. Shut-off valves shall be provided within umbilicals and/or above ceiling, all valves shall be located within accessible areas. All piping above grade shall be labeled with appropriate service along with directional flow arrows at a minimum of 20'-0" intervals. Centrally piped compressed Carbon Dioxide (CO2) System shall include a piped compressed (CO2) from a two manifolded Liquid Carbon Dioxide Dewars to lab benches, fume hoods, and biological safety cabinets as indicated on Attachment 2.3 and Attachment 2.4. Carbon Dioxide (CO2) Dewar manifold system shall be located in the Mechanical Room (1905) as indicated on Attachment 2.4. Liquid Nitrogen (LN2) will be used from portable containers (Dewars) and vessels and handled manually. No piping systems shall .be required. Liquid Nitrogen (LN2) vessel is indicated on Attachment 2.3. Compressed (CO2) Gas Plumbing Piping System will be in accordance with the 2010 CFC Chapter 27, 30, NFPA .55, and CGA P-18. 20.22 Cryogenic Fluids ContainersNessels [2010 CFC 3203.1] Containers employed for storage or use of Cryogenic Fluids shall comply with Sections 3203.1.1: through 3203.1.3.2 and Chapter 27 of the 2010 California Fire Code (CFC). Containers used by · Genoptix, Inc. will be in compliance with the Code. Cryogenic fluid storage tanks (Dewars) and/or vessels will only be moved by Genoptix, Inc. employees with an approved cylinder cart and/or truck designed for secure movement of the container. Genoptix, Inc. will transport on site, store, handle, and use one (1) Liquid Nitrogen Vessel (180 Liters-47.6 Gallons) and two (2) Liquid Carbon Dioxide Vessels (180 Liters-47.6 Gallons) each. The storage, use and handling of cryogenic fluids at Genoptix, Inc. shall be in accordance with the 2010 CFC Chapter 22, 27, 32, and the NFPA 55. Table 8 Chart-MVE Industries Cryogenic Fluid Vessel Specifications (Dura-Cyl 180MP P/N 10508764) indicates the specifications of the portable _(DOT) Approved Liquid Nitrogen Dewar (Cryogenic Fluid Vessels) stored and/or used by Genoptix, Inc., facility located at 1890 Rutherford Road, Carlsbad CA, 92008. Table 8 Crvoaenic Fluid Vessel Specifications Dura-Cyl 180MP, P/N 10508764 ~· ~ ~- . J oot,c:tc ]8atings · Pressure Perf.ormance · :Ratings 1Relie.f Mo.dellSize Tv,,ce .-Cao.acltv,,_ %.oer,day Dimenslom~ Valve 'Settings. Gross: 196 Liters MP-Medium Net: 180 Liters LCCM/180 Pressure /47.6 gal i.8 % Diameter-:20 in/50.8 cm 230 psi/16 bar 4L200 Height:63.5 in/1'61.3 cm Empty Weight: 2601b/117.9 kg . Full Weight: 557 lb/253 kg 20.23 Ventilation [2010 CFC 3205. 4. 1. 1] Indoor areas where Cryogenic Fluids are dispensed shall be ventilated in accordance with the requirements of the California Mechanical Code in ~ manner that captures any vapor at the point of generation. l;xception: Cryogenic Fluids that can be demonstrated not to create harmful vapors. In Genoptix, Inc. facility where Cryogenic Fluids will be stored, used and handled is eq1-1ipped with HVAC unit will produce an air outflow volume of over 40,000 Cubic ·Feet per Minute (CFM) as indicated in Section 20.8 of this Technical Opinion Report. All ventilation requirements will be in accordance with the California Mechanical Code·. Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) r 21. Hazardous Materials Information ~mmary February 18, 2013 Page 29 Genoptix, Inc. BioPhatma Lab will store, transport on site, use and handle Hazardous Materials in I accordance with the 2010 California Fire Code and all federal, state and local regulations in its facility located at 1890 Rutherford Road in the city of Carlsbad California. The attached chemical classification report is based on the 2010 CBC Tables 307.1(1) and 307.1(2) and the 2010 CFC Tables 2703.1.1 (1) and 2103.1.1 (2). Genoptix, Inc. BioPharma Lab Hazardous Materials amounts do not exceed the Maximum Allowable Quantities (MAQs) for Physical or Health Hazards for storage or use per building control area. The report identifies hazardous materials by chemical nam~. All classifications were based on hazard categories delineated in 2010 CFC Appendix E "Hazard Categories." Aggregate quantities of each hazardous material and each hazard category have been specified. Materials have been identified as: in use, open systerr:i use, closed system use . . The aggregate quantity in use and storage shall not exceed the quantity listed for storage. I certify that all information contained herein, including the attachments, is true and correct. I have authority to act on behalf of Genoptix, Inc. relative to matters involved in this Technical Report. A copy of my Curriculum Vitae (Attachment 6) is attached along with a copy of current certification as a Certified California Fire Code Inspector from National Code Services Association (Attachment 7). Approved: Jeffrey Silvers, MPH, CIH, CSP Vice President 6397 Nancy Ridge Drive San Diego, CA 92121 Tel: 858-558-6736 Fax: 858"'558-6756 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) Attachment 1 (Vicinity Map Project Site location) February 18, 2013 Page 30 Attachment 1 is a copy of a Vicinity Map Project Site location for the Genoptix, Inc. BioPharma Lab Located at 1890 Rutherford Road, Carlsbad, CA 92008 rPRMCT•TE FARA AVE. @ North Project Site 'Location for GenoptiX Medical Laboratory 1890 Rutherford .Road, Carlsbad CA, :92008 Genoptix, Inc BioPharma Laboratory · Technical Report/ Hazardous Materials Summary (Rev. 2) Attachment 2 (Control Area Plan T1 .6) February 16, 2013 Page 31 .Attachment 2 is a copy of the Control Area Plc\n T1 .6 prepar~d by Ferguson Pape Baldwin Architects for Genoptix, Inc BioPharma Lab Located at 1890 Rutherford Road, Carlsbad, CA 92008 showing First Floor Control Area Plan and Second Floor Control Area Plan I f ,, I I I t I t I I I I [ ==>34 .·' •, I ~~,.., •. -..... _-:..~----~,!, . ' Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) · February 18, 2013 Page 32 Attachment 2.1 (Control Area 1.1 Bulking and Dispensing Locations) Attachment 2.1 is a copy of the Genoptix, Inc. BioPharma Lab (Control Area 1.1) bulking and Dispensing locations in 1890 Rutherford Road, Carlsbad, CA 92008. __ ,..,. ____ ._ .. ~-----... -- LAB 1702 POST(-) AMP 1804 (:OMT~LA.ReA 1.1 airt'l3-HO~- AA"t!)II.CC.".' '.!.UKJa.T~ 'KAr..eME.\ LAB 1701 2nd Floor 1st Floor Control Area 1. 1' Bulking and Dispensi'ng Locations Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 33 Attachment 2.2 (Control Area 1.2 Bulking and Dispensing Locations) Attachment 2.~ is a copy of the Genoptix, Inc. BioPharma Lab (Control Area 1.2) Bulking and Dispensing locations in 1890 Rutherford Road, Carlsbad, CA 92008. j:"].,,,~......,......,..f_-4, a-,.....___... ___ ...._......._ ... PCR (N) 1965 2nd floor 1~ Flo~r REAGENT PREP ROOM 1935 TEMPLATE FREE(+) 1960 Control Area 1.2 Bulking and Dispensing Locations Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (R~v. 2) February 18, 2013 Page 34 Attachment 2.3 (Lab Plumbing First Floor Plan-Enlarged-North P6.1) Attachment 2.3 is a copy of the Genoptix, Inc. BioPharma Lab Plumbing First Floor Plan- Enlarged-North {P6.1) prepared by Ferguson Pape Baldwin Architects. Plumbing First Floor Plan-Enlarged-North {P6.1) indicates Liquid Nitrogen Dewar and Lab CO2 Plumbing/Piping System located in 1890 Rutherford Road, Carlsbad, CA 92008. I I l I REF/FZR RM 1925 Liquid Nitrogen Vess~I LN2 1 -l'IJJ~DWG""'T FLCORJ't.AM., ""-""=· -P6.1 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) February 18, 2013 Page 35 Attachment 2.4 (Lab Plumbing First Floor Plan-Enlarged-North P6.2) Attachment 2.4 is a copy of the Genoptix, Inc. BioPharma Lab Plumbing First Floor Plan- Enlarged-North (P6.2) prepar~d by Ferguson Pape Baldwin Archite~ts. Plumbing First Floor Plan-Enlarged-North (P6.2) indicates dual Liquid Carbon Dioxide Dewars and Lab CO2 Plumbing/Piping System within Mechanical Room (1905) located in 1890 Rutherford Road, Carlsbad, CA 92008. I f I r i I I ' I f f t I i I f I I f ! I r Mechanical Room 1905 Dual Liquid Carbon Dioxide Dewars LCO2 :T' ~n1r -c-:= --=-_,,.. __ -=· .. :-;;;., ~- 1e ' " I ~"'" ... "------- CO2 Plumbing/ Piping lr£R:aunali PAPC BAI..DWIM AJlCHll't:CTli Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) Attachment 3 (Physical Hazard Report Summary) February 18, 2013 Page 36 Physical Hazard Report Summary (Pages 1 through 6) for Genoptix, Inc BioPharma Lab located at 1890 Rutherford Road, Carlsbad, CA 92008 .Gerioptix, Inc. BioPharma laboratory~ 1890 Rutheifotd Road, Carlsbad~ CA 92008 Physic~l lt~ard R~pqrt.$µmmary ·~l•-mAl..,,.;ible Q,anlllJ . .Jlft" c;'.-.nlrol Ana erJJwr•u l\Jattrb\.Poslng d'hy!lcalllazard Si~ :U~CIOllNISj>ttni's :{/oc"Opm Sy.Ceo«. MATERlALJCL,\SS .Solid lbs l.iquld Ga$ Solid lb$ Liquid G:i.'J &li!IJbs Liquid .(cu. 11,) glii!Olis (tu.ft. {cu. fl.) ga1!!11$ {cu:n. ;~cil.JL), ·gallons '/lh<\ (iill\'TJ"I· tit..\ r.lll\."TI>\ ./lh.\ J.oc~tio!\· ·(;O!)trolNea-1.1 I c6~mt1S'l11li.ii1.1~uma.ASSli l).b(io, l~I )j,000 0.000 0.000, 0.000 tooo 0.000 CO~!BUS'l11JLEUQ,UID CLASS ill•A 0.000 0.02~ O.Oi)I) ·o.~ MOO Moo 1),000 0,000 C0;\18US1lDLELTQUlD CL,\SS m:s ·o:ooo 0.817 OM)O MOO ·0.000 0.000 ·o.@ O.()QO .c.oMiioiiimts 'FuiE1r1.oosimALllD' :6.ooo-o,OilO ii.ooo ,MOO '0,000 0.000 0.00\I Moo {;R.YOGENICTuAM!>OO!LB ·o.ooo 0.000 ·o~ ·o:ooo O,Ol)b 6.000 o.@· 0.000 C9~!)lR.F[RB\VORKS,CLASSC ·6,00Q O,OQ!l o:OJ>Q 0.000 ·0.000 0.000 'Q,j)OO l).!Jo(j ~MMO!j.l.~g CR.YOOEl\'lC OXIDIZING 0:000 MOO 0.00!) O.OQO 0",l)OO, (M)OO 0:000, '().000 'B.,'PLOS!VESDIVlSI_ON l.l -MO<! 0.000 .MOO o.wo o.wo 0.000 .MOO MOO EXPLOS1VESDIVISION1'2' MOO· 0,000 ·0.00:ll 0.000 0,090' ().000 0.000 0,000 ~LOSIV.ESD!VISIONl.3 0,000 0.000 ·o.oOI) '0,000 '0:(}i)O' O.(iO() 0.000· 0,000, EXPLOS!VESDIVIS!ONl;i. :o.ooo 0.000 '(!.000 ·o:ooo "0,000' 0.000 0:000 .0,000, llXPtOS!VESDl\!JsfON MO MOI) 0.000 0,000 0.000 ·o,ooo 0.000 0.000· 0.000 mtosiVESDl\lJS!ONl.S. ,MOO MOO ·0.000 0.000· ·o.ooo 0.000 0.000 0,000 '.rtltll)';Fd>l1J.ylS. 201~ 'Pagel ofo· Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary-(Rev. 2) Genoptix., Inc. Bit:,PharmaLaboratoryj 1890 Rutherford Road,, Carlsbad, CA 92008 Phy$i.Cal Haz~d. R~port Summary J\loxlmumAllow:oble Qia:lllllly ptt ConlrolAna orJlozard,nasl\iatttlal l'o>ll!;:~ l'hy>lc:il llaz.ord SI_~· U..Clo-"Sy,ttlllS ·11~0~n Sy.lien" 1\fA'.1,'ERLWCL~ Soliil)bs .Liquid 'Ga~ .SolldiM Liqulil Ca• Solid lb..-;Liquid (clLft,). gaUons (cu.ft. 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BioPhannaLaboratory, 1890 RuthetfordRoad, Carlsbad, CA 92008 Physical Hazard Report Summary 1'1a'1mum Allowabi. Quantlly Jlff,Conh:ol Arta or11:wr.to111 l\l•t~l .Po.trig a i>hylicalll:ai:lrd s,.,... u:~s;,iftl(s. .V..,_O"'nSy>(emt ~14,T~IAT)CL\S.5 Solid lbs J.iqiild ~ ·,Solid lbs .Lfcjul<I ·tas Solidlm Liquid {cu. ft:) Bl!llom (cu,·n. {cu. ft) ,gall~-:(cu:n. .(ctLf!,), • gallons tlho) ·miNTm •llho) 1nlNTP\· , .... ,. ·~ullon C9ntrol Arca 1 .2· .~~rausmit!li.1Qiiii>¢t.ASS.ll 0,1)®, t.000 ·o.ooo ·Moo 0.000 ·0.000 'MOO ;.ooo .CO~IBUSTIBLliUQUIDCLASSm,A. 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OR.l:IA1'iCPEROXlOl!S Cti\5$ It ·0.000 0:000 ,MOO ·o.@· ; /1.QOQ' -0,000 MOO ·o.ooo ORO',\N(C.'PJ;ROXIDES 'C,r,ASS'III 0.0(111 0,000 ,0.00() 0.000 O.qoi) :o.ow ·MOO ,o,ooo OR9,\NICP.EROXIDE$'!7,ASSIV 0.000 0,000 '0.000 MOO 0,000 Milo 0.000 0.000 QROANICPEllOX!DES a.ASS V 0.000 0.000 ',0.000 ·o.ooo -0.000 o.@ 0.000· 0.000· Mililday.Dt~ber 11, 101 'l. ,P'l\9Sor& ·- February 18, 2013 Page 40 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) Gertoptix., Inc./BioP.harmaLaboratory) 1890 Rutherford Road, Carlsbad, CA 92008 )?hysical H~~r4Report Summary ~l•:d111u111..\llo11'able ~Mr,... C•nlr!ll,\tt,I ofll:u;u-dousAi~t~fl'osu,:a l'by,ical I(:wrd siorag,, .u .... c1 .... dSy>imi•_ .u .... opm s:r,•~"' )L\T.ERIAIJCX.,\&S Solid]bs JJquld Gas SµJldl_ll,, J,iqukl ~as 'Solid lbs pquid (CIL rt,) galoil$ (cu.a (cii. ft.) gallons .(cu.fl, ,(cu; ft.) gallons llhoi) 6illl.'TJ>\ illw) ln>ll,'TPI lllw\ pxrom cr.ASSsi 0.000 o.()00 0.000 0,000 0.000 0.000 0.000 0.000 cixiolZE& CLASS~ o.OQO 9,000 ·o.ooo .0,000 ,(J.000 .o.ooo l),000 'O,OQO oim5iia cL\ss,2-o.ooo 0.0QI) ·o.ooq ·o.ooo 0.000 .o.ooo ,-0.001 .0,000 .OXIDJ21:R -ct.,\SSl 0,000 0.000 0.000 0.000 O,()c)i) 0.000 0,000 ·o.ooo .OXWIZEROAS ®EOJJS .0.000 0,000 q;ooo -_o.ooo 0-000 .0.000 ·o.ooo· O.QOO fflOPl!l)!UC 0.000. />.000 :MOO :o.ooo 0,000 :0.000 o.QOO· 'MOO m;s,i'AflLE (RlfACTIVll) O.AS$4 0.000 0.000 ·o.ooo ·MOO .0,000 0.000· :o:ooo .MOO 'lll-lST Ailts (iu;~Yll) a.;\SS3 l;lQ°I 0,000 0'.000 0.000 MOO 0.000 MOO: o:OOIJ. w,is-l'AflLE(R£AenVE) a.ASS 2-0.000 i>.000 0.000 0,000 ·o.ooo 0.000 ~-QOO 0.000 ).INS.TABLE (REACDVE).CtAS$ l. ·0.000 0.000 ·-0.000 0.000 0.000 0.000 MOC :0.000 lV'A'.rER 1\tt,\cnYE ci.ASS-r 0,000 0,000 'MOO 0.000 0.000, :O,(IJN .MOO .Q,000 '\VATERMACDVECLAS!>Z 1.101 0.000 :0,000 ·o.ooo O.(IOO 0.000 :o.ooo· p.000 IVA'fER'Rt:ACI_lVEC!,A$!1-l 0.000 0.000 ·0,000 'Q.1)00 0,@ 9.000 9,00/J 0/400 -p~~6o"ri; February 18, 2013 Page 41 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) Attachment 4 (Health Hazard Report Summary) February 18, 2013 Page 42 Health Hazard Report Summary (Pages 1 through 2) for Genoptix, Inc BioPharma Lab located at 1890 Rutherford Road, Carlsbad, CA 92008 Genoptix~ Inc. BioPhanna Laboratory, 1890 RutheifordRoad, -Carlsbad, CA 92008 HealthHµard Report Summary. Locatl~n Control Area,1.J. :s1or:igt" :U•CJ-d Sy~emr· u..,_0ponS1.ttm.• l\JATERL\l.JCL,\SS SolldJbs ;Liqukl Gas ~lid)~ Liquid Gas· -SO~!)lb$ Liquid (cu.-rt.l,. g:i~ons (cu. ft., '(cu: ft.) t1?llons &~~ft. .(cu.ft,) gulloll!l (!bl) @.',Tl') (lhs) ,@mJ.') (!hs) 'CORROSIVES I 0.000· 2..172 0.000 0,000 O;l)OO' 0.000· 0.000. 0.000 IIIG~¥,TO~C;i OJJO 0.0:?6 0,000 .o.ooo O.bob MOO 0.000· l>.000 TOXlCS -D.000 usi· 0.000 O.O<ljl 0:1!')1i 0.900 ·0.000 MOO Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous· Materials Summary (Rev. 2) . :Genoptix, Inc, BioPhanna Laboratotyl 1890 Rutherford R,oad, -Carlsbad, CA 92008 Health Hazard Report SuUllilary Locai!on Con!rotllreaJ,2 Stora~ u-.cioid ~1.i,w :U"""OptnSyilom• 1'£\TlOOATJCL,\SS. Solid~ Liquid Gas Solid lbs J.iquld ·Gas :Solid lbs J;iguid .(cu. Tt). gaUo~ (~u .. ft. (cu. ft) gallons (~u:n, :(cu.,r9 g:tllO!)S (lb$) @NTP) (lbs) @~ {lbs) 'CORROSIVES 0.000 '4.626 0.000 WlOO ·o.ooo-·O,oo(): 0.000. .r.ooo ll!OIILYTOXICS 1io1 0:000 0.000 0.000· 0.000· l!,000 0.000 :Moo TO)(!!,!l 0.000 0.000 0.000 ~-OOIJ OMO-!):000 0:000 0,000 irooday,Dt<anblf 11,:::012. February 18, 2013 Page 43 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) Attachment 5 (Detailed Chemical Inventory Report Summary) February 18, 2013 Page 44 Detailed Chemical Inventory Report Summary (Pages 1 through 10) for Genoptix, Inc BioPharma Lab located at 1890 Rutherford Road, Carlsbad, CA 92008 Inventory· Report for .Genoptix, Inc. BioPhanna. L-aboratocy, 1890 Rutherford Road Carlsbad CA 92008 . .., . , . . . . . Location ControlArea.1.1 ·Ql4$s~· -CONIJ;3U.SJ.'lBIELIQUIP CIASS IT (LlQUJDS) U'°it Qu*nti.ty !Quanfity.:in Gallon. :Fomialdell).'dc,,3<;.S-38%-S0·.00-ll Gal ·o .. 3?G. :0."396 ... Oat 0.52$. :o.s2s Gal 0.660 -0:i;iSO. FOI\M.ALIN ""':Su_m_m_aiy,..,fi:-or-:cGal-:-:l-on...,.,!,'(3,.,..dcta.,..,_...,il,-rc-cocd-,-,.s)--------,,-----~--------,...----- suni Classt CQ1VJBUS'.I'!ELEllQUJD CI,Ap_S JII-.A (LlQUW.8-.} 2iMERCAP'.l;OE'IHJ\NOL ~~mm_iuy,for-Gal_lons-(1, dclailr~cord) Unit Quitntlty Quantityin~llon Gal .Sum Class: C01V1}3U$'J'JBIE LIQUID CLASS III-:B':(L_1QUID$) ·-cname Unit .Quanti'tr Quant#r in'Gaiion 9iil o:o~,s :o:q:?6 EUIY:L!>NE GLY<:;QL M SOLUTION 107-21-1 Gal ·0.0,01 Q..901 56-81-.S .Oal. 0.660' .Q,660 Oal 0:130 0:130 ~ummaxy..for O;t1lons (4 d~blil rcCQrds). Suti1 :J>:s11 Class; CORRO&VES (LIQ"UIDS) Gnmue Vnit Q!lllntity Q_uaµtity.i!i Gallon Genoptix, Inc BioPharma Laboratory Techn.ical Report/ Hazardous Mater.ials Summary (Rev. 2) :Control Ai:~'! J..J dn_:m1e :.(l.39J; Oi62S· Gal '().660 .GaJ. ·:~9Dlm,!HYDRO~J?E S9LU7ION,J,QM' 000l310~7H· Oiil ·p.ZW '0!260'• -SU1i1mory;for .Gallons-(6 detail records) sum. ,:z,37z . Cla~~: fLA'jl!NJA,$LE LIQUID CLASS 1-B (LIQUIDS)'. Cnarite. CAS# Unit quantity Q\mntity,,in .. Ga11on 1-~R9P:ANOT; ·1,7.1;3,-0 (f.il i:057 ·J,65.7 . .ETI)Al{P:L,209PR.OOF .64.;1.7 .. 5 Oal S.456' :llAS6:· '.);.'l'HANOL D,61:{Alil.REti. .li,,:t-17-.S ~al ·4,0QQ .tt:®!i. 0'ETHYL AL<sOHOL'FORMOLECOL~BlO ·64;17 • .5 Gal 0,528. :o.s2s .F!,AMM"ABLJ>,SbLV~W ASl'E 00()33$:0().o Qal .5$,000' ·ss,ooo SHY.lll~lOfJN'J'. 1o~;ss.3 Gal Q,5Q~ '.0;500' .$immiury.'for Gulluns(6 dctuil records) Su111· :69:S4l .Oltuts: FU.Ail.tJABLE LIQUID CLASS I-:C <(LlQtJIDSJ . 'C.ASff. '.Unit · ·Q~lui:ti!y .Q.t.1untityJn Giilfon l·;BY'l'ANOL 'Sumri);ujfoigallol)~ (I dt!~il,recor,~J . C:iass: f1lOHJ.,Y TOXICS (llQUJ/JS) CAS# .Gal sum . ,,Q,528, February 18, 2013 Page 45 Genoptix, Inc BioPharma Laboratory Technical Report I Hazardous Materials Summary (Rev. 2) <;_ontrolA.rep, J.t ~~,ME!tCAP'i;OE;nI,\?fQL -~mal)'_fottiallons·(t dc~_il.rci:or!fJ CAS# Qlq~~;· f!,lGJ;JL,Y T0}{ICS' (SOLID) -Criame. Q1S·DlMR,IINl;PLA'llNµM 15~3-27-1 . ClS-PJ~NBPL~IlNC.11!! Sutnmill)',for l:tis,.(2 dl.1aifrecord,;) /1/asi: INERT GA$, OASE0US.-(GAS} Cnome .i\R991'.I" Sum unft ;(tultnHty ~i. 2s;oo.o gTJllt 2.S,.00~ . Sfi111. 0.026. (Q'u·inidt.tJn Lbs. ;0.055 iO.OS~ '.0:1,0. '336:000 --------------------------------. $ummnry,for,Cu.,Ft, (1 dclailrccord} Class:· iRRITANTS {Lt QUIDS) ;cJJjit Q:U111,i~ity :Qu1)'nfity'i!i'.(fallon Oal. 5,$;000· .6.S;OPO. Ga\ 9.g~ ·o.,s~s. ·oat 0.026. '0.:026 Gal l,0,S,7 ·MS1 ,CtOROX8LEACH Gal 10.000 10:000. ,Plhln1llYLSUPIIQXll)E' Qal 0:026, ·0,02(i 7778·71-Q. O!ll Q.1~; ,0;1,z Gal '8,456, :S.456 t;al ,,,()QO. ,1.000 .Pngc,i'o.f'.,10 February 18, 2013 Page 46 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) :e_o_;,ttolArea. J.J. .,E'.111)'.( ALC,0:HOE-fOR}J0LEGULARDr,O ~·17.5 ''£'lllYLENE:Gt.YCOL. M'SOLU'l'!ON 107-21-1. .FL~IMABLE~OL VENT.WASTE 000338·00-0' 517-211·2 'lll!P.ES'DUFFJZR. (IM) 1.365-45-9 l'HOSPHATEBUEFERED $AUNE $bLUT! 7773.77.(j SHURYMoum 108·88·3 ,;SunumuyJ'or Gallons (ZO.dctail rccorils) :Clas-s: IHRITANtS {SOLID) ., ' PJ!O~P.IIA,TE:DlJFFER)ID SALJNEPOWDJ,; 1m;7,7.o .Summary,:for:L~s. (3. <ktail rccor4s) <;:lass: NONHA'ZARDOUS·(LIQUJDS) 'f.lAt/LE~ ~IUM~~E)-lTI;t\l; ~mp; Sunuria,y !or Gallo1is'(1 detail record) .. Unit Q:USn!Itr ,91!ul'lfijy.1n ·c;aiii>n Gal. j>:528: '.0.528 oar 0:001 ·MOl Gal 55;000 ss.ooo G~I. ~,13i· ·!}:.p2 O~I (/.~~· Mli.O., .. .. Gal >O,l~Z ''0,1;3! Gal 0.078, 0.078 Gnl o:r.32 ·-0.132. Gal o,soo. ,9..soo 9ii1 -O;f~O (o.i~o !Jal !).~2i ·o.m. Sulit ·138.100 :Q'l'l!t Quitntity· QuoittJtY. Jn Lbs. lb$. o.tn ·o.n1 J~li O.;U.i ,0,111 )b_s 0.021 :0:0.22 Sum 'O.iH :Unit Quantity ·Qunntityin Gallon 0,2§4 Suti1 February 18, 2013 Page 47 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazar<;lous Materials Summary (Rev. 2) iCpnttol:Area 1,.1 -(:nam~ CM# Unit Qua.nfity l0%·;.oRi"1AL1N WASTE"92%WATE~-4¾ · .005!)-0:();~ Oat $.5~000, 'l-l3UTANOL . 71-36"-3 Gal 0:528' -2-MERCAPTOETHANQL, 60~24-2 Gal 0.026 2-PROP~PL :-67-63·0 o;i.1. 1)157 ~'11_1~O1;2001-'~QQf' .M·l 7,~5 (i?l l!i'.156 _J!TlLWOL.DjZN4'l_'UR)1D '64·H·5 Qui ~-PW :ETIIY,1;.ALCOHOLJ<0R:MdLECULl\R.DfO . 64-i1~5 Gnl 0.528" :g.1HY££NE·GLYCOL MS"OLOO.'fON 107-21-f Gnt ·0:001. -F,L,1\.'v!MA~r.E,SOL VENT WA~'l'E ·_00033$•()0.\)_ Ga_l. 55.000. .FO:nri!il&J,Ydc,;~,;J-3~• 5(H)~-O t/iil M?~ ·f9~1al~chyde.,37% ~9-~ t/ill -0,"51!1 .FO~lN .so-oo:o Gal O,:iiGO ,:GLYCEROL .56-SlC5 Gal' 0:'660 I MOU,NIDIO MEDIUM. .OOOS8Mll)-0, "Oat o:1ss: SHUR/MOUNT 103,ss.3 .Gal -0.500 TRcYP~INWITU J.iDTA lX !>9()2-07-7 Q:il '0;156; "W'ATER~~J:HSO.t;.U'llON 1212~·92~.9· Oat 1),.nz: S4niinarf(oiOall011~·(17 ,iJc111il. re!!ord_s) SU!Jl Gleiss: 61HER HE_-AETH HAZARDS'(S6LI1J) ¢name 'CL\S# Uilit Qua)Jtify CJS-PfM\-~fi~PLA'llNt!M 1566J•l7-1 ,gr,1111 25.09~ G1$\J;)lA.\:fMI!sEL'LA'l,1Nl,IM. l.5663•27.l ,gram, :!WOQ -summitry. for Lbs. (2.ilctailtccordli) su,11- (luaµfify'in Gaiion Js.ooo, 0.528 '0.026 ·l;Q?7 ._8:456 ,,1:000 0:528 0.001 :.55,000 ;o,396. :o.s7s :O,<l\iO 'li,66"0 o.t:ss ,o;soo ;0,!56 ,Q,?22 .:i2s,iioe1. :Quantity:ill Lbs. o.os.s ,q.Q$_$ o.uo February 18, 2013 Page 48 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) . /..<,r;~apn. :10%FOR.'v!Al,lN WASTE:92%W ATER,.4Y. .OOSJ)-00°0 '.DlME'l1lY.LSo;P1:lOXIDB ,l:Q1~~fAJ.i.IN, · .-SUriumiiy:for Gallons (S-d~luil records} ,Class, SENSitJZERS.(SOLID.) .CAS# ·9rs:PTAMMI_NEPLi\1lNU,M Stm111i~forLtis. (Z detail records) Class: '1!.0J..1Cll (LIQt.JiDS) 'CAS#. -Fornialilcllydc,._36,5-3S¾ .F9hil_aldchydc,-3.7.% S0-00,0 f~~fr~IN Unit oar. Gal Gal Cl.al. J;iill• Unit grruli: gram. U.iilf o-dr Oal ~ Qu:mti~ $5:0'00 0.026. '0.396 · Q.528. · {).QGQ Sama . Quantity· ~S:(!aO, :2S,000 ::/Ulil, Qm1fi~ity 0,396 9,szs. -0;99q· 9cqanf(ty.'in ~_lion ··ss .. ooo,. •0.0'26 '0:396 ;0,.5~~- ;.O,(?~fi. -~;619' :Quantity,hi I;b,s . ;o:05$ :9:~ss -'0:110 QuarttitY: lp'Gallor :M9t,; :0.528 · ".PMQ .~--,,--.--c,-~-,,-.,.,..,,,--.....,,~---------'-----·.s11111mnfy.for .Onll1111s (l ddiiil records) Su,ii,· 1.!184 .Pogl) ~ of.10 February 18, 2013 Page49 , .. Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) ControMre;,. 1.2, ~MO,i),E (),.,'YLENE,SUBSntute) Slm,mary,JofCl'Jllpns.(l dl;ti\il:ri;ct\l'd) ·2.000. 2.000 Sum, '2.000 -C1c,s$: :C.0.MJJ(JSI'IBIE LIQUID :CLA$S:III-:S [LlQiJ1t/$J . -' - 'l'WJ,µ;N·i.O ,Gal -------------------------------S tip i ~ i, ary; for. O all QI i S (1 dl:!li,itrc¢\Jl'd) Sum ·0.026, . r;,z ,,, c· · QfDD7:i'C1'1TZD'$ (lT(JT nns·)· · y. .(JSS.! . . 'J.,U\..V.~J..r.;p,, :l'....,.V.LJ./l CAS# Unit Quuniity ,Quuntity,in G11ll011 . G~I. ~;OQ~ . .:S,;QQO, SPO~tJiYP~OXIDJ;:SQLUllQN;l'OM. !)()0131,0-73~2 9ill .0;0.21'; ··o.o:l<t Sullll_i1,aiy.'for ·q~llot~ (2:dct~ll r~tQrds), suni .·5.0Z/;' C:{ass;CRYOGENIC lNeRT. LIQT/PFlijD (Ll(JTJJD[j) Cnari1e Untt· Quan1itt· Quantity lo Gillion Oal 9~:20~· . .95,zoo· :tiquiif Ni(r0$cll, .000771.M7-'J Qa! 47.~0b 4MOO . .sumrimiy 'Jlll"Oallon.s (2 detail r~cords) Sum • 142.$0,0 Cl'(!ss:Ji'LA'Aif}.!ABLELIQUID CLASS 1-B'· (LIQUIDS) .cname Unit Quantitt 'Quantity.in Gallon ;E'lHANPL 6-1·,17·5 Oal· 2:000 ao.ooo io.o.oo :1m1YL AT,CQHOL FORM'Ot;ECULARDIO 6'1'·17•5 (Jul Q.396· ·.o.3_91; l'ilgc1of10 February 18, 2013 Page 50 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardpus Materials Summary (Rev. 2) :<;.pntroJAre11 J .2 ·C/.(JM.'. F~1A1ABLE LJQUlD CLASSI-B' (LIQ.tf.lD.S} Unit Q~aJtficy-Qua~fJ.{yin:t"..a_ifon .FL,~.MM/\i3LECORRQS~ WAS'.ffi SOL VE .. OOOi.39-00-0 Gal S.OOP· · ,tooo .Gal 4))00-. ,4.000 :REAQENT ALCOROL.f);i% .Gal ·4,00Q 4:000 , SW!llllBJ}if'or µ!!lions (6, detail.records), SUll), ·45.3~~, 'Glass: FL.A'Atlk/ABLE 1.JQUID. CLASS (.:C (£1Q.t11'D$) CAs# Unit Ql!ar1tity ,Qua~UtylnGallon x"YLlwlESR!STOtOOY !)RADE 1330-20-7 Gal 4,000 A:ooo. Su!ll!lllll')' f9r ,GallC1ill (1 dc,taiLrccor!I) :Sum Class;-HIGijtf TO.-¢Y1C,-$ (SOLID) ·som~rAZIDE lbs 1.Joi l.lOi §ummazy,for.Lbs,. (1 detail rc~ord) Sum- Class: IJJRlJ'ANJ'S,(LIQUIDS) :unit Quantity 7Qimnt{tY,i!i G11ll0Ii ,Oal 2:0:{1,Q 2:QOO, E-TII~9L,~QO PRQOF 64-17·.S Oat. 30.0Q!) iO.QOQ GJI. ·Q,3%· 0.3% FORi.\fi\1,;DEHYDE,~·IE-'lllANbL FREE-10¾ 0S0-00-0 L 1,000 .1),264, Gal 2,000, ~.Q()O ,0,1 t,QQO ·4.006 q~t 4_:QJio >t,000, 9005-G.J·S: oat 'Q:026, '0:02i; .Frii!ay.~tliniaty;15, '20,1'3 f>agc-s·or,:r0, February 18, 2013 Page 51 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) ).'Y1:ID1ESHISTOLQG;{ GRADE *1!11!!JafyfQr :Gall~s (? detail i'ccor~s) Ola~~;· 1RlUTANl/8,($0L.ID) -tni,ii,e. .CAS# -~OTASSIUM HYDROOBNCARBONA'IE 29l!-14-G :suinmafy for }'..bs,~ !lctiill rccor&) Unit gfani gram 8.IJ\lll J>. 4.000· sum qUilittl~)' so:Q® 11)1.l.t)QQ 25.MO '2.20'3.· S11m Clt;ts.~:· :O!rl-IER HPJ1L/tl-I_I-IAZAR08 {tIQfJIDS) . Cname 'El1IASOI; ·JtEAOEN'r~LGOHOL,95% XYtENES·lJISTOLOOY ORADB -S.iliimff!IY:(llr: Oulllll)~ (~ ~t~iLrecorµ~ CASit 1330-.2o.7 U1lit Gill· tat' Gal Oal '.I, (Jill :oar 'Gal Classr DtHERBEAI.fl:Jl11AZ;1RDS (S9t1.D} Cname d.AS# Quanti~ :MOO 30.060 0;~91$ :too~ J,@,o; 4.000. ,i:;ooo: ,tooo. ·tltilliit1t?,1fntbs .. :0.110. ,0,22') :o.()~S 12,203' ~-5.88 :Qul'!Jltjty:ln'Galion .-2.0.00· 30,000 '().:396 ;5.000 \0,2ir! '4:pno 4,000' ·11.0·00 ,49,c,60' .February 18, 2013 Page 52 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) -C.pntrolAreg, 1.2 -C)n_ami 'SODIUM'AZID~ ,1.101 ~umlJlary:f'.or L~. (I. <kta,il tcc;o!'(I) ·sum 0/qss~· VN:STABLE CW.ACTIVE) CLA$.SJ (SOLJI)) ~QPJ~r MW~ Summluyfot.L~:(1 ·'detail rccoril), Class: SENSITIZERS :(LIQUIDS) Cnaftie .cAS# 1!9~JALPgf!:YP~,_ME'l1IA~Of,. FJ~EIHO'(o 050.00-.0 .. Summary for.Gallons (1 dctitll.record) Unit )~~ trnlt ~ .Class: .WATERREACTIVECLiSS 2 (SOLID} CiJ.ari10 -CAS# Uhit SODICIMAZ!D.& 2662s,22.s !~s Sm,11mlt\Y',l'or:tb~ .. (l dcfoil-rccortO· .Quahtity· l,,)Ql .su,ja l ijuanHt ·. . qjQO· Siinr ,Quantity 1,101 S11111 1.lQl '.Q!ia11tityin-tbs: ;l;,fQl, -1'.i01 ,:quantifyln•Gailon 0;2~ '~ •. 21.4· :Quantity:in Ll>:s, l.101 ·1.101 February 18, 2013 Page 53 Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) EDUCATION Attachment 6 (Curriculum Vitae) Curriculum Vitae for Jeffrey Silvers, MPH, CIH, CSP February 18, 2013 Page 54 Masters of Public Health, Industrial Toxicology, Graduate School of Public Health, San Diego State University, 1992. Bachelor of Science, Health Sciences, Option: Industrial Hygiene, California State University Northridge, 1986. CERTIFICATES AND REGISTRATIONS Certified lndustrit::tl Hygienist, American Board of Industrial Hygiene, Certificate No. 5833. Certified Safety Professional in Comprehensive Practice, Board of Certified Safety Professionals, Certificate No. 13326. ADDITIONAL TRAINING ASTM Technical and Professional Training on the Environmental Site Assessments, April 2002. OSHA 40-Hr HAZWOPER Training 1991 and current with 8-Hour Refresher Training. Factory Trained at Laconic to Test, Repair, and Certify Biological Safety Cabinets, 1997. PROFESSIONAL HISTORY Occupational Services, Inc. (1994 to Present) . Mr. Silvers is Vice President and Director of Occupational Services, Inc. (AOSI=) in San Diego, CA Mr. Silvers manages a staff of sixteen environmental engineers, industrial hygienists and health physicists who provide environmental compliance, industrial hygiene, spill clean-up, radiation safety, biological safety and chemical safety services to clients in California. The services provided by OSI include environmental permitting, environmental site assessments, property transaction screens, indoor air quality, industrial hygiene sampling for organics, metals, dusts, asbestos, radioisotopes, and biological contaminants, radioactive materials licensing, sealed source leak tests, and radiation detection instrument calibrations. · Mr. Silvers has extensive environmental management experience in performing environmental site assessments and environmental compliance a.udits. He has managed client's hazardous, radioactive, and Biohazardous waste, prepared hundreds of hazardous materials business plans, industrial discharge permit applications, and chemical classification reports to building, fire, and planning departments. Mr. Silvers has been the point of contact during regulatory inspections conducted by the U.S. Environmental Protection Agency, Cal/OSHA, State of California Department of Health Services, and multiple county and municipal health departments and fire departments. He has decontaminated radioactive contaminated sites in Level C respiratory protection including hospital, laboratories, crematoriums, and outdoor environments. Mr. Silvers has presented hundreds of training courses on the subjects of 8-Hour HAZWOPER refresher, radiation safety, biological safety and blood borne pathogens, hazard communication, confined space entry, chemic~I hygiene, respiratory protection; laser safety, safe operation of forklifts, and general safety subjects such as company specific injury and Illness Prevention Programs. He has investigated workplace injuries and illnesses such as amputations and fatalities, maintained OSHA injury and illness records, performed construction safety oversight, performed facility wide environmental and safety audits, and performed workplace ergonomic evaluations. Mr. Silvers has written a great many clients site-specific written safety .programs like Respiratory Protection, Confined .... Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardou\, Materials Summary (Rev. 2) February 18, 2013 Page 55 Space Entry, Hazard Communication, Fire Prevention Plans, Hearing, Conservation, Lockout/Tag out, Prevention of Workpla_ce Violence, and Medical Surveillance. Mr. Silvers, as the Alternate Radiation Safety Officer.on Oasis State of.California radioactive materials license performs hundreds of instrument calibrations each year, samples and analyzes unknown radio nuclides and completes sealed source leak testing. For Oasis clients, Mr. Silvers presents radiation safety training courses, completes radiation contamination surveys and closeout surveys as requested. Science Applications International Corporation (1991-1994) Mr .. Silvers was a manager with the corporate Environmental Compliance & Health and Safety department at Science Applications International Corporation {ASAIC=) at the San Diego corporate headquarters. Mr. Silvers was the radiation safety officer {ARSO=) for Asics Broad scope Type B license. His corporate responsibilities included: Health physics, 8-hour HAZWOPER training, writing, editing and reviewing of SAIC health and safety plans, industrial hygiene sampling, confined space sampling and permitting, laser safety, employee information and tr~ining, authoring company environmental compliance and safety procedures, site assessments of treatment, storage, disposal fac_ilities {TSDF), authoring and reviewing site health and safety plans for hazardous waste operations and auditing of SAIC high risk locations and operations. Mr. Silvers was a member of the due diligence team performing reacquisition assessments and divestitures and provided health and safety legal support to Corporate Counsel. Mr. Silvers authored many original SAIC corporate health and safety procedures including Confined Space Entry, Lockout/Tag out, Medical Surveillance, Hearing Conservation, Laser Safety, and Radiation Protection. Hughes Aircraft Company (1986 -1991) Mr. Silvers was a Senior Environmental Health and Safety. Engineer and Supervisor for Hughes Aircraft Company, in Carlsbad, California. His responsibilities at the semiconductor, laser, and cathode ray tube manufacturing plant included radiation safety officer for Hughes' radioactive materials license (kilocurie Co-60 irradiator), industrial hygiene sampling, confined space sampling and permitting, laser safety, environmental engineering, occupational injury and illness investigations, hazardous materials and hazardous waste management, TSCA compliance for PCBs, DOT shipment of ·hazardous materials, fire prevention, workers' compensation, accident statistics, coordinated and trained the emergency response team on responding to fires, chemical spills and toxic gas releases. He was also the chairman of biweekly safety committee and managed the department's annual fiscal budget. Mr. Silvers coordinated the annual physicals and medical $Urveillance of fifty employees annually. Mr. Silvers as· a c~rtified forklift instructor certified over sixty forklift operators. General Motors Assembly Plant, Van Nuys, CA (1984) Mr. Silvers was a safety engineer at the automotive assembly plant for the Cameron, Firebird, and Trahs-Am, in Van Nuys, CA. Mr. Silvers performed confined space permitting and air sampling, respiratory .protection training and fit testing, industrial hygiene sampling for organic solvents in the walk-in paint booth, accident investigations, and noise sampling. Mr. Silvers reviewed material safety data sheets for accuracy and completeness, and compiled the plant's chemical inventory. PUBLICATIONS Depicter, A., Silvers, J.: Arsenic Levels in Hair _of Workers in a Semiconductor Fabrication Facility, American Industrial Hygiene Ass·ociation Journal, April 1995. ' PROFESSIONAL AFFILIATIONS: Mr. Silvers is a full member of the nationai American Industrial Hygiene Association and a current member and forrner director of· membership for the San Diego section of the American Industrial Hygiene Association. • Genoptix, Inc BioPharma Laboratory Technical Report/ Hazardous Materials Summary (Rev. 2) Attachment 7 (NCSA Certificate Number CFC0180.07) NCSA Certificate Number CFC0180.07 February 18, 2013 Page 56 Jeffrey A. Silvers, MPH, CIH, CSP: Certified California Fire Code Inspector NATIONAL CODE SERVICES ASSOCIATION Jeffrey A. Silvers, MPH, ClH, CSP Certified California Fire Code Inspector The National Code Services .,-bsociation attcata '/h11t.thelndlvid11ai namcd.on·thii;-certl.icnle J1:1s sntisJ'nctorlly tfemonstratcd knowledge of th1:· California Fire· Code by successfully completing tlic pt:csc.ribcd JViittcn c,-wn.!JiatloiJ, based on t!z.c~007 edition. Wttne••ed b11 ®r hcu11f Cff't(ffcat«.No, C,COl8_0,01 r .. u«4: Octobir !19, 2009 For.thf! l{alfonal Code 'Servlc;es l\ssociah'on . ·~,..... 411. tJ." .. -() ~~~cigan<!;Ch~ The Supreme Air LV fume hood, a new generation' of fume hood design, combines safe, energy efficien, design with a multitude of user-friendly features. The LV fume hood is a high performance, low constant volume design building on the features-of Kewaunee's proven Supreme Air fume hood line. It$ updated asthetic design incorporates reduced air volume technologies with more efficient air flow containment to provide unsurpassed safety and barrier-free use. Patented Dynamic Barrier Bypass provides safe flow of clean air between experiment and user. Removable Rear Baffles for easy cleaning and hood . maintenance. Energy Saving Lighting using single bulb, low profile T-5 fluorescent light fixture. Triangular Shaped .Access Panels with staggered service outlets for easy set-up and maintenance. Unique Interstitial, Vertical _ Slot Baffles for exceptional turbulence free airflow and minimal upper vortex roll. Spoiler Shaped Sash Handle directs airaway from user. Flush Sil/ Airfoil allows obstruction free access to fume hood. Self-closing Sash to 18" for less exhaust volume and maximum protection. (patent pending) SAFH-i 1 /09-2 Based on proven constant volume technology, the Kewaune.e Supreme Air LV fume hood avoids the requirements of expensive, high maintenance alternatives. It has oeen tested using the ANSI/ASH RAE 110-1995 proceedures to verify compliance with ANSI/AIHAZ9.5-2003. In addition, the LV hood has been tested using severe dynamic challenges (including the walk-by simulation apparatus of EN 14175) to confirm its superior containment c_apability. Notched Nylon Sash Belt Stainless steel cable reinforced, notched nylon belt and aluminum sprocket sash counterweight system for level, smooth, quiet sash operation. 3S1h" High Safety Glass Sash for optimal unobstructed sight. into fume hood. 28" Sash Opening with automatic hold-open latch for easy loading and unloading of hood. Unique Rear Outleted Anti-splash Cupsink mounts at front of hood worksurface without interfering with cabinet storage below. (Order separately with work top) Notched Sash Handle for neat and easy cord and hose management. Air Alert 600 Airflow Alarm with digital readout, visual and audible alarms, and onboard data logging. Recommended Option • -. l ~KEWAUNEE" m Scientific Corporation with Self-closing Vertical Rising Sash ··: · .... ·-· . ... -~ Available Options: Air Flow Alarms Service Fittings and Piping Electrical Fixtures and Wiring UL listed when pre-wired per UL 6101 OA-1 1805 UL classified with Kemglass or Stainless Steel liner Vapor Proof and Explosion Proof Lighting Stainless Steel Sill Tempered Sash Glass Tissue Screen Fire Extinguisher Distillation Rack Stainless Steel Duct Collar SAFH-11/09-1O .../ 0 0 ® © ~- i!} ·:•·• .. ,:.: ..> Available Models: Dynamic Barrier By-Pass Features: • Patented, self-closing sash to i 8" for less exhaust volume and maximum protection. • Patented Dynamic Barrier by-pass provides safe flow of clean air between experiment and user • Stainless steel cable reinforced, notched nylon belt and sprocketed sash counterweight system for level, smooth, quiet sash operation. • Unique interstitial, vertical slot baffles for exceptional turbulence free airflow and minimal upper vortex roll. Removable for easy cleaning and hood maintenance. • 35¼" high frameless safety glass sash for optimal unobstructed sight into h9od. • 28" high sash opening with automatic hold-open latch for easy loading and set-up. • T-5 fluorescent light for increased energy savings. • Tdangular shaped access panels with staggered service outlet for easy set-up and maintenance·. • Notched sash handle for neat and easy cord and hose management. • Designed and tested using ASH RAE 1 i 0-1995, BS 7258, and DIN '12 924 standards. • • Specifications: Supreme Air LV Bench Hood.s are furnished with a choice of liner and baffles, and each fume hood is complete with a lower deflector vane, counterbalanced, self-closing (to 18"), frameless sash of 1/4'' combination safety glass and interior plumbing .. Acidltional Parts. Fieciuirect : .;jQ M;,1k~ Up ·a CQ~pie~e _-·. :, '·.:, . ·Fume ·Hood Assembly . .. ' .. Work Top see page 49 access panels. Hood e·xteriors are fabricated of cold rolled steel, phosphate coated with a baked chemical resistant, synthetic resin finish. The exhaust duct collar is polyethylene, 1115/15" 0.0. (8 foot hoods·are furnished with two duct colla~s.) DIMENSIONS HEIGHT Overall Dimension 89¾" * Work Too 3711 >'! Clearance (sash uo\ 10311 * l~l<EWAUNEE" ~ Scientific Corporation Supreme Air LV B'ench Hoods are not designed for use with auxiliary air chambers. LENGTH DEPTH 48" 6011 7211 8411 9611 36¾" 3911 51 11 6311 7511 8711 2411 ... ... ... ... . .. Base Cabinets see page 61 • Subtract 1' ih height if wood base cabinets are used. Service Fittings see page 56 Airflow Requirements Cupsink see page 53 Fan/Blower see page 80 ., . . Li~er ~~~iQ_ns: T = Phenolic Resin G = Kemglass Fiberglass reinforced polyester K == KMER Kewaunee Modified Epoxy Resin S == Type 304 Stainless Steel The blank left in the fume hood catalog numbers is for designating t_he desired lining. Example: LV05T543448-00 would designate a 41 hood with a Phenolic Resin lining. Sq. Ft. Sq. Ft. HIGH SETTING MEDIUM SETTING LOW SETTING Opening Opening 100 FPM at 18" 84 FPM at 18" 55 FPM at 18" overall at28" Sash at 18" Sash 66 FPM at28' 55 FPM at28" 28" Not Recommended Hood Width Opening• Opening·* CFM SP CFM SP. CFM SP 4'-011 I 96" 7.85 5.15 515 0.20 430 0.15 285 0.10 5'-0" I 96" 10.27 6.73 675 0.20 565 0.15 370 0.12 6'-0" I 96" 12.69 8.31 830 0.25 700 0.20 460 0.15 7'-011 / 96" 15.10 9.90 9~0 0.33 830 0.25 545 0.18 a'-011 I 96" 17.52 11.49 1150 0.20 965 0.15 630 0.10 • Includes free area contributions from sash clearance spaces and bypass opening. Static pressures shown are for the pressure drop through the hoods only. The total pressure drop through the hood and the duct.system must be calculated to select the proper exhaust fan. Accessories Include: Two 120 volt AC 20 amp GFI receptacles, single-tube, T-5 fluorescent light fixture with bulb and 20 amp light switch. No wiring for the electrical fixtures is included unless H-Option is added to part number. Hoods with H-Option are UL listed. Optional Accessories: Each front post and interior end ·liner is punched for up to five (5) remote .control service fittings. The right hand post is punched for a second electrical fixture at the top which may be used for a fan switch or other electrical device. Service fittings, fan, fan switch, work top, cupsink, and base units must be ordered separately. High Perform~_nce Low Vel.oclty Bef'.ICh Fume Hoods-~ S~lf-closlng Vertical Rising Sash .... . . . . . . . . . .. 4'-0" 6'-0" 7'-0" 8'-0" j-363/4"--J r·--·········· · ·············11 !1 :!I 111 i1· ·l I , · t I :1 ~ ....... L .. ,==== '"'·~··L ...... !i r· ............. . •• ,. :11 :1 . Ir 1 ...... ~. t ...,_____,_..,1893/4" 1!-----!1!---~--!11 -;Tl -;T, :I 11 l 111 !/353/4" ~······-··*····==~., ......... .L= ....... !; LJ1 ....... .. (.:V05_543448-00 LV05_543472-00 t LV05_543460-00 . LV05_543484-00 LV05_543496-00 End View Note: See page 44 for chart of available options. SAFH-11/09-11 M~terial Safety Data Sheet Airgas. Carbon Dioxide jse~tion 1. Chemical product and company identific~tion Product name Supplier Product use Synonym MSDS# Date of Preparation/Revision In case of emergency Carbon Dioxide AIRGAS INC., on behalf of its subsidiaries 259 North Radnor-Chester Road Suite 100 Radnor, PA 19087.:5283 1-610-687-5253 Synthetic/Analyt'!cal chemistry. Carbonic~Acid, Carbon Dioxide Liquid, Carbon Dioxide, Refrigerated Liquid, Carbonic Anhydride : 001013 : /40,2012. : 1-866-734-3438 Section 2. Hazards identification Physical state Emergency overview Target organs Routes of entry Potential acute health effects !::yes Skin Inhalation Ingestion Potential chronic health effects Chronic effects Target organs Medical conditions aggravated by over- exposure Gas or Liquid. WARNING! GAS: CONTENTS UNDER PRESURE. MAY.CAUSE RESPIRATORY TRACT, EYE, AND SKIN IRRITATION. CAN CAUSE TARGET ORGAN DAMAGE. . Do not puncture or incinerate· container. Can cause rapid suffocation. LIQUID: MAY CAUSE RESPIRATORY TRACT, EYE, AND SKIN IRRITATION. CAN CAUSE TARGET ORGAN DAMAGE. Extremely cold liquid and gas under pressure. Can cause rapid suffocation. May cause severe frostbite. Do not puncture or incinerate container. Avoid contact with eyes, skin and clothing. May cause target organ damage, based on animal data. Wash thoroughly after handling. Keep container closed. Avoid breathing gas. Use with adequate ventilation. Contact with rapidly expanding gas, liquid, or solid can cause frostbite. May cause damage to the following organs: lungs. Inhalation Dermal Eyes Moderately irritating to eyes. Contact with rapidly expanding gas may cause burns or frostbite. Contact with cryogenic liquid ·can cause frostbite and cryogenic burns. Moderately irritating to the skin. Contact with rapidly expanding gas may cause burns or frostbite. Contact with cryogenic liquid can cause frostbite and cryogenic burns. Moderately irritating to the respiratory system. Ingestion is not a normal route of exposure for gases. Contact with cryogenic liquid can cause frostbite and cryogenic bµrns. May cause target organ damage, based on animal data. May cause damage to the following organs: lungs. Pre-existing disorders involving any target organs mentioned in this MSDS as being at risk may be aggravated by over-exposure to this product. See toxicological information (Section 11) I c__arbon i:Jioxide jsection 3. Composition, Information on Ingredients Niliwt CAS number % Volume Exposure limits Carbon Dioxide 124-38-9 100 ACGIH TLV (United States, 2/2010). STEL: 54000 mg/m3 15 ininute(s). STEL, 30000 ppm 15 minute(s). TWA: 9000 mg/m3 8 hour(s). TWA: 5000 ppm 8 hour(s). . NIOSH REL (United States, 6/2009). STEL: 54000 mg/m3 15 minute(s). STEL: 30000 ppm 15 minute(s). TWA: 9000 mg/m3 10 hour(s). TWA: 5000 ppm 10 hour(s). OSHA PEL (United States, 6/2010). TWA: 9000 mg/m3 8 hour(s). TWA: 5000 ppm 8 hour(s). OSHA PEL 1989 (United States, 3/1989). STEL: 54000 mg/m3 15 minute(s). STEL: 30000 ppm 15 minute(s). TWA: 18000 mg/m3 8 hour(s). TWA: 10000 ppm 8 hour(s). I Section 4. First aid measures. No action shall be taken involving any personal risk or without suitabl~ training.If it is suspected that fumes are still present, the rescuer should wear an appropriate mask or self-contained breathing apparatus.It may be dangerous to the person providing aid to give mouth-to-mouth resuscitation. Eye contact Check for and remove any contact lenses. Immediately flush eyes with plenty of water Skin contact Frostbite Inhalation Ingestion for at least 15 minutes, occasionally lifting the-upper and lower eyelids. Get medical attention immediately. · In cc;1se of contact, immediately flush skin with plenty of water for at least 15 minutes while removing contaminated clothing and shoes. Wash clothing before reuse. Clean shoes thoroughly before reuse. Get medical attention immediately. Try to warm up the frozen tissues and seek medical attention. Move exposed person to fresh air. If not breathing, if breathing is irregular or if respiratory arrest occurs, provide artificial respiration or oxygen by trained personnel. Loosen tight clothing such as a collar, tie, belt or waistband. Get medical attention immediately. As this product is a gas, refer to the inhalation section. Section 5. Fire-fighting measures Flammability of the product Products of combustion Fire-fighting media and instructions Special protective equipment for fire-fighters Non-flammable. Decomposition products may include the following materials: carbon dioxide carbon monoxide Use an extinguishing agent suitable for the surrounding fire. Apply water from a safe distance to cool container and protect surrounding area. If involved in fire, shut off flow immediately if it can be done without risk. Contains gas under pressure. In a fire or if heated, a pressure increase will occur and the container may burst or explode. Fire-fighters should wear appropriate protective equipment and self-contained breathing apparatus (SCBA) with a full face-piece operated in positive pressure mode. I c,arbon Dioxide jsection 6. Accidental release measures Personal precautions Immediately contact emergency personnel. Keep unnecessary personnel away. Use · suitable protective equipment (section 8). Shut off gas supply if this can be done safely. Isolate area until gas has dispersed. · Environmental precautions Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. Methods for cleaning up Immediately contact emergency personnel. Stop leak if without risk. Note: see section 1 for emergency contact information and section 13 for waste disposal. I Section 7. Handling and storage Handling Storage Wash thoroughly after handling. High pressure gas. Do not puncture or incinerate container. Use equipment rated for cylinder pressure. Close valve after each use and when empty. Keep container closed. Avoid contact with skin and clothing. Use with adequate ventilation. Avoid contact with eyes. Protect cylinders from physical damage; do not drag, roll, slide, or drop. Use a suitable-hand truck for cylinder movement. Never allow any unprotected part of the body to touch uninsulated pipes or v~ssels that contain cryogenic liquids. Prevent entrapment of liquid in closed systems or piping without pressure relief devices. Some materials may become brittle at low temperatures and will easily fracture. · Cylinders should be stored upright, with valve protection cap in place, and firmly secured to prevent falling or being knocked over. Cylinder temperatures should not exceed 52 °C (125 °F). For additional information concerning storage and handling refer to Compressed Gas Association pamphlets P-1 Safe Handling of Compressed Gases in Containers and P- 12 Safe Handling of Cryogenic Liquids available from the Compressed Gas Association, Inc. I Section 8 .. Exposure controls/personal protection Engineering controls Personal protection Eyes Skin Respiratory Hands Personal protection in case of a large spill Product name Use only with adequate ventilation. Use process enclosures, local exhaust ventilation or other engineering controls to keep worker exposure to airborne contaminants below any recommended or statutory limits. Safety eyewear complying with an approved standard should be used when a risk assessment indicates this is necessary to avoid exposure to liquid splashes, mists or dusts. · When working with cryogenic liquids, wear a full face shield. Personal protective equipment for the body should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. Use a properly fitted, air-pl!rifying or air-fed respirator complying with an approved standard if a risk assessment indicates this is necessary. Respirator selection must be based on known or anticipated exposure levels, the hazards of the product and the safe working limits of the selected respirator. . The applicable standards are (US) 29 CFR 1910.134 and (Canada) 294.4-93 Chemical-resistant, impervious gloves complying with an approved standard should be VJOrn at all times when handling chemical products if a risk assessment indicates this is necessary. Insulated gloves suitable for low temperatures Self-contained breathing apparatus (SCBA) should be used to avoid inhalation of the product. Full chemical-resistant suit and self-contained breathing apparatus should be worn only by trained and authorized persons. I c.arbon Dioxide. Carbon dioxide ACGIH TLV (United States, 2/2010). STEL: 54000 mg/m3 15 minute(s). STEL: 30000 ppm 15 minute(s). TWA: 9000 mg/m3 8 hour(s). TWA: 5000 ppm 8 hour(s). NIOSH REL (United States, 6/2009). STEL: 54000 mg/m3 15 minute(s). STEL:·30000 ppm 15 minute(s). TWA: 9000 mg/m3 10 hour(s). TWA: 5000 ppm 10 hour(s). OSHA PEL (United States, 6/2010). TWA: 9000 mg/m3 8 hour(s). · TWA: 5000 ppm 8 hour(s). OSHA PEL 1989 (United States, 3/1989). STEL: 54000 mg/m3 15 minute(s). STEL: 30000 ppm 15 minute(s). TWA: 18000 mg/m3 8 hour(s). TWA: 10000 ppm 8 hour(s). Consult local authorities for acceptable exposure limits. jsection 9. Physical and chemical properties Molecular weight Molecular formula Melting/freezing point Critical temperature Vapor pressure Vapor density Specific Volume (ft 3/lb} Gas Density (lb/ft 3) 44.01 g/mole C-02 Sublimation temperature: -79°C (-110.2 to °F) 30.9°C (87.6°F) 830 (psig) 1.53 (Air= 1) Liquid Density@BP: Solid density= 97.5 lb/ft3 (1562 kg/m3) 8.7719 0.114 jsection 10. stability and reactivity Stability and reactivity Hazardous decomposition products Hazardous polymerization The product is stable. Under normal conditions of storage and use, hazardous decomposition products should not be produced. Under normal conditions of storage and use, hazardous polymerization will not occur. -Section 11. Toxicological information Toxicity data Product/ingredient name Carbon dioxide IDLH Chronic effects on humans Other toxic effects on humans ~pecific effects Carcinogenic effects Mutagenic effects Reproduction toxicity Result LC50 Inhalation Gas. 40000 ppm Species Rat Dose 470000 ppm May cause damage to the following organs: lungs. Exposure 30 minutes No specific information is available in our database regarding the other toxic effects of this material to humans. No known significant effects or critical hazards. No known significant effects or critical hazards. No known significant effects or critical hazards. I C,arbon Dioxide jsection 12. Ecological information Aquatic ecotoxicity Not available. Toxicity of the products of biodegradation Environmental fate not available Not available. Environmental hazards This product shows a low bioaccumulation potential. Toxicity to the environment Not availabie. I section 13. Disposal considerations Product removed from the cylinder must be disposed of in accordance with appropriate Federal, State, local regulation.Return cylinders with residual product to Airgas, Inc.Do not dispose of locally. Section 14. Transport information Regulatory UN number Proper shipping Class Packing group Label Additional information name information DOT Classification UN1013 CARBON DIOXIDE 2.2 Not applicable (gas). + Limited gyantity Yes. . UN2187 Carbon dioxide, refrigerated liquid P51ck51ging in§trucj;iQn Passenger aircraft Quantity limitation: 75 kg Cargo aircraft Quantity limitation: 150 kg TOG Classification UN1013 CARBON DIOXIDE 2.2 Not applicable (gas). + l;xgl2§il£e Liroit aad Limited UN2187 Carbon dioxide, Qyantit~ refrigerated liquid Index 0.125 ' Pi!§§ingec ~i!r~ing R2ad Qr Rail ~ 75 Mexico UN1013 CARBON DIOXIDE .2.2 Not applicable (gas). + - Classification UN2187 Carbon dioxide, refrigerated liquid ·'Refer to CFR 49 (or authority having jurisdiction) to determine the information required for shipment of the product." I Cifrbon Dioxide jsection ·15. Regulatory information un;ted states U.S. Federal regulations State regulations c~nada WHMIS (Canada) TSCA 8(a) IUR: This material. is listed or exempted. United States inventory (TSCA 8b): This material is listed or exempted. SARA 302/304/311/312 extremely hazardous substances: No products were found. SARA 302/304 emergency planning and notification: No products were found. SARA302/304/311/312 hazardous chemicals: Carbon dioxide SARA 311/312 MSDS distribution -chemical inventory-hazard identification: Carbon dioxide: Sudden release of pressure,· Immediate (acute) health hazard, Delayed (chronic) health hazard Connecticut Carcinogen Reporting: This material is not listed. Connecticut Hazardous Material Survey: This material is not listed. Florida substances: This material is not listed. Illinois Chemical Safety Act: This material is not listed. Illinois Toxic Substances Disclosure to Employee Act: This material is not listed. Louisiana Reporting: This material is not listed. Louisiana Spill: This material is not listed. Massachusetts Spill: This material is not listed. Massachusetts Substances: This material is listed. Michigan Critical Material: This material is not listed. Minnesota Hazardous Substances: This material is not listed. New Jersey Hazardous Substances: This material is listed. New Jersey Spill: This material is not listed. New Jersey Toxic Catastrophe Prevention Act: This material is not listed. New York Acutely Hazardous· Substances: This material is not listed. New York Toxic Chemical Release Reporting: This material is not listed. Pennsylvania RTK Hazardous Substances: This material is listed. Rhode Island HazardQus Substances: This material is not listed. Class A: Compressed gas. CEPA Toxic substances: This material is listed. Canadian ARET: This material is not listed. Canadian NPRI: This material is not listed. Alberta Designated Substa·nces: This material is not listed. Ontario Designated Substances: This material is not listed. -Quebec Designated Substances: This material is not listed. _js_e_c_ti_o_n_1_6_._0_t ___ h_e_r_in_f_o_rm_a_ti_o_n __ -___ ...,..._ ___________ I United States Label requirements Canada Label requirements GAS: CONTENTS UNDER PRESURE. MAY CAUSE RESPIRATORY TRACT, EYE, AND SKIN IRRITATION. CAN CAUSE TARGET ORGAN DAMAGE. Do not puncture or incinerate container. Can cause rapid suffocation. LIQUID: MAY CAUSE RESPIRATORY TRACT, EYE, AND SKIN IRRITATION. CAN CAUSE TARGET ORGAN DAMAGE. Extremely cold liquid and gas undE;3r pressure. Can cause rapid suffocation. May cause severe frostbite. Class A: Compressed gas. 1-c~rbon Dioxide Hazardous Material Information System (U.S.A.) National Fire Protection Association (U.S.A.) Notice to reader liquid: Health Fire hazard Reactivity 0 Personal protection Flammability - Health Instability Special liquid: Flammability Health Instability Special To the best of our knowledge, the information contained herein is accurate. However, neither the above-named supplier, nor any of its subsidiaries, assumes any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the 1,.1ser. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. Material Safety Data Sheet Airgas. Nitrogen !section 1. Chemical product and company identification Product nam·e Supplier Product use Synonym MSDS# Oat~ of Preparation/Revision In case of emergency Nitrogen AIRGAS INC., on behalf of its subsidiaries 259 North Radnor-Chester Road Suite 100 Ra<;lnor, PA 19087-5283 1-610-687-5253 Synthetic/Analytical chemistry. Liquid -cryogenic coolant. nitrogen (dot); nitrogen gas; Nitrogen NF, LIN, Cryogenic Liquid Nitrogen, Liquid Nitrogen 001040 1/14/2011. 1-866-734-3438 Section 2. Hazards identification Physical state Emergency overview Routes of entry Potential acute health effects Eyes Skin Inhalation Ingestion Mec;lical conditions aggravated by over- exposure Gas. [NORMALLY A COLORLESS GAS: MAY BE A CLEAR COLORLESS LIQUID AT LOW TEMPERATURES; SOLD AS A COMPRESSED GAS OR LIQUID IN STEEL CYLINDERS.] WARNING! GAS: CONTENTS UNDER PRESURE. Do not puncture or incinerate container. Can cause rapid suffocation. May cause severe frostbite. LIQUID: -Extremely cold liquid and gas under pressure. - Can cause rapid suffocation. May cause severe frostbite. Do not puncture or incinerate container. Contact with rapidly expanding gases or liquids can cause frostbite. Inhalation Contact with rapidly expanding gas may cause burns or frostbite. Contact with cryogenic liquid can cause frostbite and cryogenic burns. Contact with rapidly expanding gas may cause burns or frostbite. Contact with cryogenic liquid can cause frostbite and cryogenic burns. Acts as a simple asphyxiant. Ingestion is not a normal route of exposure for gases. Contact with cryogenic liquid can cause frostbite and cryogenic burns. Acute or chronJc respiratory conditions may be aggravated by overexposure to this gas. See toxicological information (Section 11) Jsection 3. Composition, lnformatio~ on Ingredients· Nilm.i CAS number % Volume Exposure limits Nitrogen 7727-37-9 100 Oxygen Depletion [Asphyxiant] jNitrogen' I Section 4. First aid measures No action shall be taken involving any personal risk or without suitable training.If it is suspected that fumes are still present, the rescuer should wear an appropriate mask or self-contained breathing apparatus.It may be dangerous to the person providing aid to give mouth..;to-mouth resuscitation. Eye contact Check for and remove any contact lenses. Immediately flush eyes with plenty of water for at least 15 minutes, occasionally lifting the lipper and lower eyelids. Get medical attention immediately. Skin contact Frostbite Inhalation Ingestion None expected. Try to warm up the frozen tissues and seek medical attention. Move exposed person to fresh air. If not breathing, if breathing is irregular or if respiratory arrest occurs, provide artificial respiration or oxygen by trained personnel. Loosen tight clothing such as a collar, tie, belt or waistband. Get medical attention immediately. As this product is a gas, refer to the inhalation section. Section 5. Fire-fighting measures Flammability of the product Products of combustion Fire-fighting media and instructions Special protective equipment for fire-fighters Non-flammable. Decomposition products may include the following materials: nitrogen oxides Use an extinguishing agent suitable for the surrounding fire. Apply water from a safe distance to cool co.ntainer and protect surrounding area. If involved in fire, shut off flow immediately if it can be done without risk. Contains gas under pressure. In a fire or if heated, a pressure increase will occur and the container may burst or explode. Fire-fighters should wear appropriate protective equipment and self-contained breathing apparatus (SCBA) with.a full face-piece operated in positive pressure mode. jsection 6. Accidental release measures Personal precautions Immediately contact emergency personnel. Keep unnecessary personnel away. Use suitable protective equipment (section 8). Shut off gas supply if this can be done safely. Isolate area until gas has dispersed. Environmental precautions Avoid dispersal of spilled material and runoff and contact with soil, waterways, drains and sewers. Methods for cleaning up Immediately contact emergency personnel. Stop leak if without risk. Note: see section 1 for emergency contact information and section 13 for waste disposal. I Section 7. Handling and storage Handling Storage High pressure gas. Do not puncture or incinerate container. Use equipment rated for cylinder pressure. Close valve after each use and when empty. Protect cylinders from physical damage; do not drag, roll, slide, or drop. Use a suitable hand truck for cylinder movement. Never allow any unprotected part of the body to touch uninsulated pipes or vessels that contain cryogenic liquids. Prevent entrapment of liquid in closed systems or piping without pressure relief devices. Some materials may become brittle at low temperatures and will easily fracture. Cylinders should be stored upright, with valve protection cap in place, and firmly secured to prevent falling or being knocked over. Cylinder temperatures should not exceed 52 °C (125 °F). For additional information concerning storage and handling refer to Compressed Gas Association pamphlets P-1 Safe Handling of Compressed Gases in Containers and P- 12 Safe Handling of Cryogenic Liquids available from the Compressed Gas Association, Inc. 'Nitrogen' I section 8~ Exposure controls/personal protection Engineering controls Personal protection Eyes Skin Respiratory Hands Personal protection in case of a large spill Product name Nitrogen Use only with adequate ventilation. Use process enclosures, local exhaust ventilation or other engineering controls to keep worker exposure to airborne contaminants below any recommended or statutory limits. Safety eyewear complying with an approved standard should be used when a risk assessment indicates this is necessary to avoid exposure to liquid splashes, mists or dusts. When working with cryogenic liquids, wear a full face shield. Personal protective equipment for the body should be selected based on the task being performed and the risks involved and should be approved by a specialist before handling this product. Use a properly fitted, air-purifying or air-fed respirator complying with an approved standard if a risk assessment indicates this is necessary. Respirator selection must be based on known or anticipated exposure levels, the hazards of the product and the safe working limits of the selected respirator. The applicable standards are {US) 29 CFR 1910.134 and {Canada) 294.4-93 Chemical-resistant, impervious gloves complying with an approved standard should be worn at all times when handling chemical products if a risk assessment indicates this is necessary. Insulated gloves suitabl~ for low temperatures Self-contained breathing apparatus (SCBA) should be used to avoid inhalation of the product. Oxygen Depletion [Asphyxiant] Consult local auttiorities for acceptable exposure limits. I Section 9 .. Physical and chemical propert:ies Molecular weight Molecular formula Boiling/condensation point Melting/freezing poir:it Critical temperature Vapor density Specific Volume (ft 3/lb) Gas Density (lb/ft 3) 28.02 g/mole N2 -195.8°C {-320.4°F) -210°C (-346°F) -146.9°C {-232.4°F) 0.967 {Air = 1) Liquid Density@BP: 50.46 lb/ft3 {808.3 kg/m3) 13.8889 0.072 I Section 10. Stability and reactivity Stabilit¥ and reactivity Hazardous decomposition products The product is stable. Under normal conditions of storage and use, hazardous decomposition products should not be produced. Hazardous polymerization Under normal conditions of storage and use, hazardous polymerization will not occur. jsection 1·1. Toxicological information Toxicity data Other toxic effects on humans Specific effects Carcinogenic effects Mutagenic effects Reproduction toxicity No specific information is available in our database regarding the other toxic effects of this material to humans. No known significant effects or critical hazards. No known significant effects or critical hazards. No known significant effects or critical hazards. jNitrogen"' jsection 12. Ec~logical ·in!ormation Aquatic ecotoxjcjty Not avail~ble. Environmental fate Environmental hazafds Toxicity to the environment Not available. No known significant effects or critical hazards. Not available. I Section 13. Disposal considerations Product removed from the cylinder must be disposed of in accordance with appropriate Federal, State, local regulation.Return cylinders with residual product to Airgas, Inc.Do not dispose of locally. Section 14. Transport information Regulatory UN number Proper shipping Class Packing group Label Additional information name information DOT Classification UN1066 NITROGEN, 2.2 Not applicable (gas). + !.,imited COMPRESSED QYimUtv Yes. UN1977 Nitrogen, refrigerated Paclu1giag liquid instruction Passenger aircraft Quantity limitation: 75 kg Cargo aircraft Quantity limitation: 150 kg TOG Classification UN1066 NITROGEN, 2.2 Not applicable (gas). + Exglosive COMPRESSED Limit 1nd Limited Quaatib: UN1977 Nitrogen, refrigerated Index liquid 0.125 · Passenger ~s1r0ting Ro1d or R1il lD.dll 75 Mexico . UN1066 NITROGEN, 2.2 Not applicable (gas). + - Classification COMPRESSED UN1977 Nitrogen, refrigerated liquid "Refer to CFR 49 (or authority having jurisdiction) to determine the information required for shipment of the product." I Nitrogen·, jsection· 15. Regulatory information United states U.S. Federal regulations State regulations Canada WHMIS (Canada) TSCA 8(a) IUR: Partial exernption United States inventory (TSCA Sb): This material is listed or exempted. SARA 302/304/311/312 extremely hazardous substances: No products were found. SARA 302/304 ,mergency planning and notification: No products were found. SARA 302/304/311/312 hazardous chemicals: Nitrogen SARA311/312 MSDS distribution· chemical inventory· hazard identification: Nitrogen: Sudden release of pressure · Connecticut Carcinogen Reporting: This materiaris not listed. Connecticut Hazardous Material Survey: This material is not listed. Florida substances: This material is not listed. Illinois Chemical Safety Act: This material is not listed. Illinois Toxic Substances Disclosure to Employee Act: This material is not listed. Louisiana Reporting: This material is not listed. Louisiana Spill: This material is not listed·. · Massachusetts Spill: This material is not listed. Massachusetts Substances: This material is listed. Michigan Critical Material: This material is not listed. Minnesota Hazardous Substances: This material is not listed. New Jersey Hazardous Substances: This material is listed. New Jersey Spill: This material is not listed. New Jersey Toxic Catastrophe Prevention Act: This material is not listed. New York Acutely Hazardous Substances: This material is not listed. New York Toxic Chemical Release Reporting: This material is not listed. Pennsylvania RTK Hazardous Substances: This material is listed. Rhode Island Hazardous Substances: This material is not listed. Class A: Compressed gas. CEPA Toxic substances: This material is not listed. Canadian ARET: This material is not listed. Canadian NPRI: This material is not listed. Alberta Designated Substances: This material is not listed. Ontario Designated Substances: This material is not listed. Quebec Designated Substances: This material is not listed. !section 16. Other information United State~ Label r:equirements Canada Label requirements GAS: CONTENTS UNDER PRESURE. Do not puncture or incinerate container. Can cause rapid suffocation. · May cause severe frostbite. LIQUID: Extremely cold liquid and gas under pressure. Can cause rapid suffocation. May cause severe frostbite. Class A: Compressed gas. INitrogenT Hazardous Material Information System (U.S.A.) National Fire Protection Association (U.S.A.) Notice to reader liquid: Reactivity Personal protection ~la.-nmability Health v: Instability_ Special liquid: Flammabiiity Health Instability Special To the best of our knowledge, the information contained herein is accurate. However, neither the above-named supplier, nor any of its subsidiaries, assumes any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability Qf any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Although «;:ertain-hazards are described herein, we cannot guarantee that these are the only hazards that exist. Business Name Genoptix, Inc. Project Address SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Telephone# OFFICE USE ONLY UPFP# _______ _ HV# ________ _ BP DATE,_-.,.,/ __ .,__ __ Business Contact - M keSmith 6 5J6,-5580 State Zip Code APN# 1890 Rutherford Road City Carlsbad 92008- -Malling Address City - Garlsbad State -Zip Code _92008- Plan File# 1811 Aston Av_enue Project Contact MykeSmith Telephone# -760 516-5580 X -Tlte.folfowli'lg questions rep~sentthiffaclllty's:actlvltles, NC>Tthe$"peclflc project description. PART I: FIRE-DEPARTMENT-HAZARDOUS MATERIALS DIVISION:.OCCUPANCY CLASSIFICATION: lndir.ate hy r.irr.ling the item, whether your husiness will use, process, or store--any-of-the -folloWing-hazardous-materials. If any of the items .a.re circled, applicant must contact the Fire Protection Agency With jurisdiction prior to plan-submittal. Facility's Square Footage (including proposed · .-_ , upancy Rating: "' -., 1. Exploslv: o~ Blasti~ Agents 5, Or~~nic Peroxides 9: ·--~.:__:. ___ . ,~ .. ~-ti::· · 1 -:~ ~~;=~~-~ ~6 ' ~i . . ------------------·-. ----~-,-', - PART-II: SAN-DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISIONS {HMO): If the answer to any of the questions is yes, applir.ant·11fiisrconlar.nhe County-of San Diego Hazardous Materials-·Divislon, -5500 overland Avenue, Suite 11 o, San Diego, CA 92123. Cali' (858) 505-6700 pnor to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 2013-01-14 Expected Date of Occupancy: 2013-01-14 0 CalARP Exempt YES NO (for new construction or remodeling projects) 1. [8J D Is your business listed on the reverse side of this form? (check all that apply). Date Initials 2. ~ D Will your !)uslness dispose of Hazardous Substances or Medical Waste-In any amount? . 3. [8J D Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds ; D CalARP Required I 4. 5. 6. 7. D [8J D 0 200 cubic feet, or-carcinogens/reproductive toxins in any quantity? i Date 1:81 Will your business use·an existing or Install an underground·storage tank? ! Initials D Will your business store or handle Regulated Substances (CalARP)? [81 Will your business use or Install a Hazardous Waste Tank System (Title 22, Article 10)? [81 Will your busines[> store petroleum In tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). 0 CalARP Complete I Date Initials PA'RT 111:.:SMl DiEGo,·COUN:r:Y AIR POLLUTION CONTROL DISTRICT:, If the answer to any of the questions below is yes, applicant must contact the Air Pollufion Control Distrir.l (APCD}, 10124 Old Grove Road, San Diego, CA 92131-1649. lelephone (858) 586-2600 prior to the issuance <if a building or demolition pemiit. Note: lf the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification fonn to the APCD at least 10 working days prior to commenr.ing demolition or renovation, exc.ept demolltion or renovation of-residential stnir.fures of four units .or less, Contact the APCD for more information. YES 1. D 2. 0, 3. B 4. 5. tJ NO [81 D ; f&l Will the subject facil,ity, ot construction activities include. operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at hffD;//www.~9Cgflnfg/fg(s/()eJmlls:~lf~ and the list of typic-.al equipment requiring an APCD permit on the reverse side of this from. Contacff\PCD=if'yo1.fhave any:questioris);·-~-' · · (ANSWER-ONLY IF QUESTION 1 IS YES) Will the sub1ect facility be located within 1,000 feet at the outer boundary of a school (K through 12)? (Search the California Sc:hool Direc:tory al http://www.cde.ca.gov/re/sd/ for publir. and pnvate sr.hools or r.ontar.t the appropriate school distrir.t). Has a survey been performed to-detennine the presence of Asbestos Containing Materials? WIii there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? WIii there be demolltlon Involving the removal of a load supporting structural member? Briefly describe business activities: ·sriefly ciescrioe proposed ptojeci: RLQ.t.ochno l ogy/Hpflaorch . TenanJ lmR(Ol/.em~11ts to exi&Jihg building. JI I Ii 112= Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:,c---.---,-,--,--..---=-~-------,-,,....,-,=.,..,,.,,.,......=-=,.,.,..,,,..,,,,_---,--,.,.-=----,,--..,..,.- BY: DATE: I I El<,EM!'T Off_NO F!)RT!f_ER [NF!JRM_ATLO~ "EOOIREP RELEASl;D.:,FOJJBUILDINJ; .~l;RMlf BUJ NOT ~OR O<}~_uf1ANCY . RELEASED FOR OCCUPANCY COUNTY·HMQ· _APCQ. COUNJY-HMD APCD COUN'FY-HMD APCD ·A ·stainp-1n-thi~ oox o·nfy exempts: li1fsiness·es ·tronrnomplefing-ol"IJpiJalirig a fla;zafdoiJS Materliils''Btlsiness~Pla(1, Otlie(per111itlii19 feq11ire1rnfr1lif rnay slill 1:11)f>ly .. II M-9 I 71 (02/1 I;) (''nunly nfSfin Die_~n -IWI 1-1 hm11·ifn11s M11l~rfob Div1s11m INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Email Address.,---1~1:.LLL.L.1..JJ.J..J-.Je/,-W:U.':.li..J,<tL.&:.l.:L..uL'-'-------------- PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) D Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting/ Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Blotech Laboratory {I.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting/ Forming Pesticide Manufacturing/ CarWash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors} Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching /Milling Research and Development Film /X·ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufact1.1ring Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap/ Detergent Manufacturing Industrial Laundry Waste Treatment/ Storage SIC Code(s} (if known}: ____________________ _ Estimated volume of industrial wastewater to be discharged (gal/ day): 3 ~c ... \\oV\S c--el "-Y . List hazardous wastes generated (typ~/volume): Mtfh"'"' t C..c~lc-lfl.(!iD w<>..S+e 5'~ ·,ill~<.; W<-<ldY i.Jl<.t<'r IW·•· ~ "-'-¢\.(of'{i-l 4,.{i~ )"1.efk<.~cA )o , Ov\ W h:.k. Date operation began/or will begin at this location: ey_,Jpv.:·t l>PCM1l;JJ ·-ReL-OC<J;:nJ;J t . Have you applied for a Wastewater Discharge, Permit from the Encina Wastewater Authority? Yes No If yes, when: ___ 1_CA __ . _l y'-='2..;;_0.,_,IO~_.:.-· ________ _ Site Contact "J°-:~~~t:<C SSA\\;""""' Title f.-..,·a~·+iiS \1o.ll\~4~C Signature , . "' P11-,]~~ Pt,,... J'o-.w-Phone No. 1h <> ')/ 6 6'/'J 'J..-~ ENCINA WAS EWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 \ s\),'.) FAX: {760) 476-9852 . \1'\ \'v\ \\ - THE CITY 01" SAN p1EGIO Project No.: City of San Diego Development Services 1222 First Ave., MS-302 San Diego, CA· 92101 (619) 446-5000 _ I Notification No.: Water Meter A.ddress: 1890 Rutherford Road Carlsbad CA 92008 ' . . '· . ., . Building or Project Address: 1890 Rutherford Road, Carlsbad, CA 92008 .. Water Meter Data Card Sales Order No.: .-Connection Object No.: FORM DS-16 AUGUST 2011 Maximum Length of the Water System: 479 INo. of Building Stories: 2 I F1ushometer Valve Fixtures Used @Yes ONo TABLE A-2-2010 California Plumbing Code Minimum # # # TOTAL Appliances, Appurlenal).ces or Fixtures Fixture Branch Private Public Asssembly X Fixtures Fixtures Fixtures ACROSS Pipe Size Added Removed Remaining ;t . ' Bathtub or Com.binatiop. Batb/Shr (fill) 4.0 .. 1/2" 4.0 -X . . .. 3/4" Bathtub Fill Valve 3/4" 10.0 , 10.0 -X ... , . X Bidet 1/2" 1.0 -,. . . ... . . .. ' .. .. . . Clothes Washer, domestic 1/2" 4.0 4.0 -X . . + ••• . . . Dental Unit, .cuspidor 1/2" -l:O -X . . .. .. .. Dishwasher, domestic 1/2" 1.5 1.5 -X 1 .. '. Drinking Fotintain or Wa~r Cooler 1/2" 0.5 0.!5 0.75 X: 2· .. +1 C' + ' • • • •• +• .. Hose Bib 1/2" 2.5 2.5 -X 1 .. '. . : H~se _Bib, each additional 1/2" 1.0 1.0 -X 2 .. ... Lavatory 1/2" 1.0 '1.0 1.0 X 4 16 +4 ' Lawn Sp~er, each head -1.0 1.0 -x .. . -.. ... Mobile Home, each (Miniiµum) -12.0 --X .Bar-Sink 1/2" 1.0 2.0 -X 12 12 .+24 . Clinic Faucet Sink 1/2" .. 3.0 -X Clinic Flushometer Valve l" -8.0 -X wifh n,;. ;;., :~.:·.. · ,t ·f;.. · · · .. Kitchen Sink, domestic 1/2" 1.5 1.5 -X 2 1 +3 · Laundry Sink . 1/2" 1.5 1.5 X .. · Service Sink or Iv.fop Basin . . Ii2""·-i:s-·3.0 -· ... X .. ... 2 +1.5 --I - Washup 'S_ink, each set of faucets 1/2" -2,0 -.x .... . .. . . Shower, per 4ead 1/2" 2;0 2.0 -X 2 2 +4 .. -. . . . tJ~al, 1.0 GP;F' Flushometer Valve 3/4" 3.0 4.0 5.0 x 1 3 +4 . . .. .. .. . ... . . · Urinal, greater than 1.0 GPF Flush V .. 3/4" 4.0 5.0 6.0 X Urin~~,, flush. tat!lt. 1/2" 2.0 2·.o 3.0 X .. -· ... W.ashfo~t~ii;l,; circular spray 3/4" -4.0 -X .. . Wtr Clo~t, L6 GPF Gravity lank ' 1/2" .2.5 2.5 S.5 X .. .. ,. . .. Wtr Closet, 1.6 GP:e' Flushomtr Tank 1/2" 2.5 2,5 3.5 X _Wt~ Closet: l.6 GPF Flushomtr Valve X .. 1" 5.0 5.0 8.0 5 19 +2~ ., .. , .. -Wtr ClosE3t, >1.6 GPF Gravity Tank 1/2" 3.0 5.5 7.0 X :W.trClose~, ;:-1.6 Q-PF FlushomtrValve 1" 7.0 8.0 10:0 X --Oth,er Water Requirements GPMfor For Explanations, see2010 California Plumbing Code,.page 318. · Total Fuo;ure_Units -> Show NET change in demand +66.5 ,• (for non-residential use ONLY) CAPACITY FEES ARE BASED ON ALI,. NEW A.NP l OR ADDITIONAL DEMAND Note: If any fixtures or water requirements are designated by GPM -City Staff will convert all use to GPM for meter sizing. I affirm that the information given is correct. The approval given for minimum meter size and maximum water capacity of water pipe are based solely on the information and the ·building plans. Any deviation under construction will require resub- mission of.corrected data for <!etermination of adequacy of water pipe and meter sizes. Signature (Owner/Tenant or Agent) Scott Newto,Jtl C'PJJ Date Signed 11/16/2012 .. -. The.:pm:ti,on below will be completed h¥ th~ _i>~yelopment Services J)e;partment Total F.U for Water capacity Fees: Total F,U. for Sewer Capacity Fees: · ~ . ~ ~ ('l'otal F:U. for Meter Sizing: ) Pre~&ure.Iiegulation Required? Yes !:J No !:J Backflow Pteventor Required? Yes CJ No d ~pproved !\Jeter Size: ,. . ' Wat~r Sµpp_ly Lin,e ~ize; D~ve~Qpme:qt S~~ces Department Approved By:. · D_ate ,A.pproved: , Printed on recycled paper. Visit our web §ite-atwww.sandiego.gov/development-services. Upon request, this information is avail~ble in alternative formats for persons with disabilities. DS-16 (08-11) Pa_ge2.of 2 City of San Diego • Development Services Department • Water Meter Data Card _ Instructions for the completlon_and filing of Water Meter Data Card Water Meter Address Often several buildings sh~re one water meter. In this case, the water meter-address may be different than the permit-- ting building address. Contact the Public Utilities De,Partment; Water at (619) 515- 3500 to determine the-address of the existing meters. A new meter will require a new address. All addresses are assigned by the Development Services Department. Building Address List the building {project) address, if different from the meter 1;1ddress. · Maximum Length of Water System Provide the maximum length of the water system, me_asured from the meter to the plumbing fixture furthest from the me., te:r;. Number of Building Stories Provide the number of building stories. Water Closet Gravi~y Tank vs. Flushometer Valve - Carefully plaGe your fixture count in the correct location for accurate meter sizing. Matrix to Petermine Meter Size and Wa_ter/Sewer l)e- mand Complete the columns of the matrix by supplying the quan- tity and type of fixtures being "Added" "Re-majning" and/or, "Removed." Note: Relocated are considered "Remaining'' since there is no chi:µige in demand. Accuracy of the fixture unit-count is necessary to determine the appropriate meter size. See Figure 1 below for an ex- ample. Fixture Unit Multiplier Each plumbing fixture is given a fixture unit value based from the 2010 California Plumbing Code. Fixture units are used for water meter sizing purposes. The unit count for each fixture 1s deternnneaby multJ.plymg the nuft).b¢r of each fix: --- ture typ~ by the number in the multipUer column. Fixtures Added In the "Fixtures Added" column, list the number of new fix- tures or the number of fixtures being added to an existing project under the appropriate fixture type. See Figure 1. Ex- ample A. Fixtures Removed In the "Fixtures Removed" column, list the number of fixtures that are actually being removed which will create a reduction in the water/sewer demand. Note: Replacing a sink with a new sink or a water closet with a new water closet, etc., does not constitute "removed," they are considered "remain- ing." See Figure 1. Example B. Leave this column blank for purely residential uses. Fixtures Remaining In the "Fixtures Remaining'' column, list the number of fix- tures that will remain or that will be relocated during the construction phase of the project. Other Water Requirements There are some fixtures not listed or items that cannot be given a fixture unit value. An example is the gallons per minute (GPM) requirements for process water (water that is used m industrial, manufacturing and commercial facilities for processing purposes). Process water includes car washfa- cilities, cooling towers, boilers, can wash, autoclaves, photo development equipment and any other non-fixture type water usage application. (Do not include the GPM require- ments for closed systems.) Fire sprinkler flow for a combined system should be listed here. Make sure this information is provided on your plans. Sprinkler Heads Add all 1/4, 1/2, 3/4 and full irrigation sprinkler heads to determine the total number of full sprinkler heads. For ex- ample; two 1/4 heads and one 1/2 head will equal one full sprinkler head. Leave blank if separate irrigation meter. -GP-M-(Gallons-per<l't'Iinute) --- When any Water Requirement is listed by GPM demand, ALL :fixtures will be converted to GPM for the benefit of me- ter sizing. Capacity fees will be based on a combination of both fixture unit count and GPM demand. GENERAL USE -applies to business, commercial, industriai, and assembly occupancies other than those defined under "Heavy Use." Jncludedare the public and common areas in hotels, motels, and multi-dwelling buildings. HEAVY USE -applies to toilet facilities in occupancies that place a heavy, but intermittent time-based demand on the water supply syste~, such ;is schools, auditoriums, stadiwp.s, race courses, transportation terminals, theaters, and similar occupancies where queuing is likely to occur during periods of peak use. FiGURE 1. Example A of Fixture Matrix Use 1.0 multiplied by 2 bar sinks= +2 additional demand, etc. Fixtures Remaining does not affect fees but it may affect meter sizing. -. l\,finimum # # # TOTAL Appliances, Appurtenances or Fixtures Fixture Branch Private Public Asssembly X Fixtures Fixtures Fixtures ACROSS Pipe Size Added Removed Remaining ± ----Bar Sink 1/2" 1.0 2.0 -x. 2 -.,. +i --· --- Bathtub or Combination Bath/Shr (fill) 112" ' -' . 4.0· --X 2 --+8 B1det 1/2" 1.0 -X --.. --. -- Total Fixtures Show NET Increase +10 or Decrease in Demand FIGURE 1. Example B of Fixture Matrix Use MinimUil,l # # # TOTAL Appliances, Appurtenances or Fixtures_ Fixture Branch Private Public Asssembly X Fixtures Fixtures Fixtures ACROSS Pipe Size Added .Removed Remaining ± -. B~SinkV2" 1/2" 1.0· 2.0 ' -X -l 2 -1 '> . -. ' . B~thtub or Combinatiop Bath/Shr (fill) 1/2" 4.0 --X 1 -2 +4 -Bidet 1/2" 1,0 -X 1 -+.1 .. Total Fixtures Show NET Increase +4 or Decrease in Demand :!:. . ~-...... -.. r ... -. ... ---I ----CB122479 1890 RUTHERFORD RD I GENOPTIX -45,869 SF Tl = --. -----i> ·- l I ( V>/ l 1-e.n'i \'D f6'J ,G tt2 0 1 1 ,_._/ u--> ,._ 1-<--r ~ 1.«~&J. ., I.~ . ~ ~ -\0 -na.c e,o~).<__ wl .(.lo.? (\"<w\-~J-1 FEes CJ cv .c-: ~C' .,,,._ I \ I I I Final lnsp. Approved B ~~ '1'D l.:-,,C:,VI \ L-~ ...)~. <....&>-\LJ.:>d -t{c:Lrv~.), ... ~ BUILDING y p~~ '° f'/....,~ PLANNING ENGINEERING FIRE Expedite? l ~ J N \l(id,~ p~ "JD~~ l.:}--\4'\~ z_ \S°G&IL-wJY' t2-( 11 I 1z -6·--Ttf € 5~ i {~/I!,. -Ci*-f !I. -Iv &a. F, 'tl-!E. ..,. [s6 i 1. [ w jod cs. ~i) ixA tJ,f f'i ca 1,,-f--I £Jj1q/10 ~:re~ f.>f',C,!L .z./ z_i/ I~ -Ctv IV <W 'i I \ -fe, G 6-ty Ct t<j .!_!_C @, .tAcK. if z,7{ (3 --r (ANJ e cl>ll-Cl<- 3./ ? I 1 3 '2,,15 -JJ w/ aen~ nJ-fu <i- . -ner ( ~rm ~pl~ ~ plru\S @_ ~ CA-OD eme.r t,g'l-b...d' 1f-) ~vter; .3j<r;(1~ Qo.Jr<\-e t r0 ---\o rw L ~rf' \{ bu:X. ~ ,_,a ~ ~ -te£S ~ 11 ( I ~~ ~~€.A -to ~ proJ eD ()\~ @.-~?ia.. .. /"2.. ~H" ,<;:) -AFS Checked by: __ _ HazMat APCD !---------_.-.. --~ Health Forms[Fees Encina Fire HazHealtMPCD PE&M School Sewer ~- y N y N y N y N lmpArea: FY:tz.(t} Annex: 'j' ( ff actor: SffELL 7,tffJ SF f,4!h Date Date Date Date Building f°Z;/'f/ ,~, ~, \ 5 { 11 Planning Engineering I z/J f t,z,. Fire 2./~I \2.. lc::!>/.;;> lflQ_one City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-28-2013 Plan Check Revision Permit No:PCR13079 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 1890 RUTHERFORD RD CBAD PCR Status: Parcel No: Valuation: Reference #: PC#: 2121203500 $0.00 CB122479 Lot#: 0 Applied: Construction Type: NEW Entered By: Plan Approved: Issued: Project Title: GENOPTIX-ADDING ADDITIONAL Inspect Area: COOLING TO SE:RVER ROOM/ SPLITING SERVER ROOM INTO Applicant: DAVID BOYD 4499 RUFFIN RD SAN DIEGO CA 92123 619-231-0751 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Total Fees: $250.00 Inspector: Owner: PDG CARLSBAD 47&48 LP 1825 GILLESPIE WAY#102 EL CAJON CA 92020 Total Payments To Date: FINAL APPROVAL Date: $250.00 $0.00 $0.00 $0.00 Balance Due: Clearance: ISSUED 05/24/2013 LSM 06/28/2013 06/28/2013 $250.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in-Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service-fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as ta which the statute of limitations has nreviouslv otherwise exnired. A ~ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No.~--~~cg__,.__ .___I '3-=--0._I..___O,.,___~Qriginal Plan Check No. ~g, I 2, 2 41 °1 Project Address -I~~~ Rim+~rQi?.,D IZP. Ml<,~~i C/7-()08 Date 5 /24 /2oJ3 Contact tJfW I CJ /210'.(D Ph (t,/q.,. 281-076 I Fax Email dbOfjdU/?bt}(VC,,n,CD/rl ContactAddress 44-C/1 l?vmn. /zo,tv CitySat1 DtgbO Zip o/J-/~.3 General Scope of Work-J:Nh1}210f2.. 1:.I. At3v1StONS . 1D 5'tJ7Z~ /?bOM Original plans prepared by _an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: )s}· Plans D Calculations D. Soils D Energy D Other~---------- 2. Describe revisions in detail A t Jtte 3. List page(s) where each revision is shown 4. List revised sheets that replace existin sheets 5. Dqes this revision, in any way, alter the exterior of the project? D Yes E('No 6. Does this revision add ANY new floor area(s}? D Yes ~ No 7. Does this revision affect any fire related issues? D Yes D No 8. ls this a complete set? D Yes lil No t)NL'1 AFFl?C,-e7:> 811-eGJ.S ~ ' ~Signature ~-/Ve,wc~eb l ~35 Faraday Avenue, Carl~bctd, CA 92008 fb.: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil Corporation In (l'artnersliip witli qo-vemment for (}3ui{tfing Safety DATE: 6/25/2013 JURISDICTION: City of Carlsbad a APPLICANW er JURIS. a PLAN REVIEWER a FILE SET: II PLAN CHECK NO.: 12-2479 rev (PCR13079) PROJECT ADDRESS: 1840 Rutherford Road PROJECT NAME: CENOPTIX CTCE T. I. Revisions ~ The plans transmitted herewith have been corrected where necessary and substantially Gomply- with the jurisdiction's building codes. D The plans transmitted herewith will substantiaJ!Y comply with the jurisdiction's codes D D D when minor deficiencies identified below are t~solved 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 you_r information. The plans are being held at Esgil Corporation uAlil corre~ans are submitted for recheck. The applicant's copy ofc' . _l heck list is enciosed for the jurisdiction to forward to the applicant contact person. \;lhe G. \ I 1 -. D The applicant's copy of the check list has been sent to: ... ·[8'.] EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person D REMARKS: By: David Yao EsGil Corporation D GA D EJ D PC Enclosures: original approved plan 6/19 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,, EsGil Corporation In (1.'artnersnip wit/i, government for c.Bui{aing Safety DATE: 6/4/2013 Jl)RISDl~TION: City of Carlsbad PLAN CHECK NO.: 12~2479 rev (PCR13079) PROJECT ADDRESS: 1:-840...Rutherford Road \~'lO . SET: I PROJECT NAME: CENOPTIX CTCE T. I. Revisions CJ,,A~ANT IJf JURIS. dt=>t"/\ REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes. when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should b~ 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. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's .copy of the check list has been sent to: David Boyd D EsGil Corporation staff did not advise the applic_ant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: David Boyd ('\(,J-1) Telephone#: 619-231-0751 Date contacted: ~ f y) I.) (by: \4v ) Email: dboyd@fpbarch.com Fax #: e Mai~/ Telephone/ Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation 0 GA ~ EJ O PC 5/28 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ~city of Carlsbad 12-2479 rev (PCR13079) 6/4/2013 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad (PCR13079) PROJECT ADDRESS: 1840 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 5/28 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 12-2479 rev DATE REVIEW COMPLETED: 6/4/2013 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 disabled access. 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 Plahning Department, Engineering Department or other departments. 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. The approval of the plans does not permit the violation of any state, county or city law. • To facilitate rechecking, please identify, hext to each item, the sheet of the plans upon which. each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No ,.J ., -"City of Carlsbad 12-2479 rev (PCR13079) 6/4/2013 Please mak~ all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver alt corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1-635 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. 1. The revised sheet A2.1N appears to show the north Wall of new UPS room (1902A) been eliminated. Please clarify 2. Clarify the status for the new electronic equipment design and the applicability of Article 645 in the CEC. Review 645.4 specifically to see if the requirements contained therein apply to the server room and/or UPS room. If so, detail: + The fire resistant construction, including openings and mechanical penetrations for these two rooms. + Detail electrical shut off per 645.10 (electronic equipment and HV AC): Electrical design and shut off controls. ( and) + 645.11 UPS system shutoff: Electrical design and shut off controls. 3. 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 Eric Jensen at Esgil Corporation. Thank you. , ~··city of Carlsbad 12-2479 rev (PCR13079) .) 6/4/2013 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad (PCR13079) PLAN CHECK NO.: 12-2479 rev PREPARED ·sy: David Yao DATE: 6/4/2013 BUILDING ADDRESS: 1840 Rutherford Road BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier revislons .. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb By Ordinance .. Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Complete Review D Repetitive fee _3Repeats • Based on 'hourly rate Comments: D Other 0 Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. 0 Structural Only -------$---1 o-o---: o-~ I Hrs· @ • ($) $2so.001 $200.00j Sheet 1 of 1 macvalue.doc + ,«~~ ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL , P-29 [)ATE: 5-30-13 PROJECT NAME;: PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov PLAN CHECK NO: PCR 13-79 SET#: · ADDRESS: 1S90 Rutherford Rd APN: 212-120-35 ~ This plan check review is comp.lete and has been APPROVED by the Planning Division. , By: Chris Sexton A .Final Inspection by the Planning Division is required D Yes [g] No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached·checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: dboyd@fpbarch.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: . . . . . ., ... PLANNIN,G ENGINEERING ,. FlR.E PREVENTION 76{)0602-4610 · . 760-60~~27!:?0 .7(;>0-602466$ , .. .. · . D Chris Sexton D Kathleen Lawrehce D Greg Ryan 760-602-4624 760-602-27 41 760-602•4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov .Gregory.Ryan@carlsbadca.gov .. D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760,-602~~773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca:gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: <; ~ «1~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL U M . E., COP'! Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 06/18/2013 PROJECT NAME: GENOPTIX -SERVER ROOM PROJECT ID: PCR13079 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 1,890 RUTHERFORD RD APN: ~ This plan check revi~w is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is required ~ Yes D No OJ This plan check review is NOT COMPLETE. rtems missing or incorrect are listed on the at~ached checklist. Please resubmit amended plans as required. Plan Check Comments have been se.nt to: FPBA You may also have corrections from one or more of the divisions listed below. Approval from-these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton 750:.602-4624 Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: See Attached :ENGl~'EE:ff.1-10:: .·. -.. ;1·~~0~~2i1;?0 .. · .. \ ' ~ ' ,., ' ' , . ' . : ' . ~ ' .. : · D Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov IZJ Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov D CindyWong 760-602-4662 Cynthia.Wong@carlsbadca.gov D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov ' BUILDING DEP"f., Carls_bad F.ire Department :'I -----------------~--------C-=--=0-P~~"~j __ Plan Review Date of Report: ·Name: Address: Permit#: Job Name: . Job Address: Requirements Category: PCR , 06-18-2013 DAVID BOYD 4499 RUFFIN RD SAN DIEGO CA 92123 PCR13079 GENOPTIX-ADDING ADDITIONAL 1890 RUTHERFORD RDCBAD Reviewed by: q ~al( Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes 11clouded11, to this office for review and approval'ONLY if other corrections require resubmittal. Conditions: CITY OF CARLSBAD FIRE DEPARTMENT -APPROVED: W/ NOTES THIS PROJECTHASBEEN 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. 1. Revise fire notes as follows: 3. Delete reference to FHPS P-00-6. 5. Delete 'FOR' after distance and change to 'OR'. 7. Change (2010 CRC ... to 2010 CFC 903.4) 2. Wet fire sprinkler system shall remain in the server room. You may elect to change out the existing sprinkler heads to ultra-high temp heads, but they shall remain in place. 3. UNDER DEFERRED SUBMITTALS ADD A NOTE: SPECIALTY GAS FIRE SUPPRESSION SYSTEM Entry: 06/18/2013 By: GR Action: AP ~ -J __ .... ,, ·- -- May 24, 2013 FERGUSON PAPE BALDWIN ARCHITECTS The City of Carlsbad Development Services Building Division 1635 Faraday Avenue (760) 602-2719 / Subject: Plan Check Revlslon-Ge~optlx CTCE T.I. Plan Check No. CB122479 ASI #9 Narrative Sheet No~ Revision Description T1 .1 Added sheet M5. 7 to the sheet index. A2.1 N Added wall (type B) and door 1902A with card reader. A2.3 Added new mechanical units to the roof plan. A2.6 Added door 1902A to the door sct;edule. A3.1 N Revised RCP to show two separate rooms. Added -new lighting per electrical and new mechanical diffusers per mechanical. · S2.3N Added· structural framing for new mechanical equipment M1 .4 1. Added FC-4 and CU-4 for server room unit. 2. Added Computer Room A/C schedule (CRAC 1-3). M4.1.1 1. Added 3 CRAC units and FC-4 to revised computer room. 2. Added related ductwork to server room. M4.1.8 1. Added refrigerant piping from roof to A/C units in computer room. 2. Added condensate piping (pumped) from computer room, discharging to existing mopsi,:1k. · M4.3.1 Added condensing units on roof for new computer room A/C units. M5. 7 New Sheet. Added 2 sections at computer room. E1 .2 . Title 24 revised to account for added server room lighting. E1 .4 Server room clean type fixtures added to fixture schedule.(F19 and F20) E5.1 A 1 'x4' and 2'x4' clean type fixtures added to server room. James T. Ferguson Architect President Theodore 'R. Breunich Vice President CFO Philip J. Pape Architect Vice President Andrew S. Darragh Architect Vice President Kennon W. Baldwin Architect Principal Daniel E. Rosenberg Architect Senior Associate 4499 Ruffin Road, Suite 300, S!ln Diego CA 92123 619 231 0751 Fax 619-231 4396 www.fpbarch.com 11.--- -- BMR-RTC First Floor Renovation 11/12/2012 Page2 E6.1A E8.1A .., E9.1 E10.2 E11.1 1. ½" scale Server Room 1902 power plan added. 2. Connections added to (3) CRAC units and (2) fan .coils. 3. (2) s~rver·room UPS panels added. _ 4. Power devices, wireway, plug strips, bus bar, conduit sleeves, card readers and cable tray added to server room. 1 Connections added to mechanical units CCU-1,2,3 and CU-4 UPS and (2) panels added to singleline diagram. Panel schedule UPS1A and UPS18 added to sheet. Panel schedule revised to reflect changes listed above. Detail '116 cable tray with wiremold mounting detail added to sheet. -- May 24, 2013 FERGUSON PAPE BALDWIN ARCHITECTS The City of Carlsbad Development Services Building Division 1635 Faraday Avenue (760) 602-2719 Subject: Plan Check Revision -Genoptix CTCE T,I. Plan Check No. CB122479 ASI #~ Narrative Sheet No. T1.1 A2.1N A2.3 A2.6 A3.1N S2.3N M1.4 M4.1.1 M4.1.8 M4.3.1 MS.7 E1.2 E1.4 E5.1A Revision Description Added sheet MS. 7 to the sheet index. Added wall (type B) and door 1902A with card reader. Added new mechanical units to the roof plan. Added door 1902A to the door schedule. Revised RCP to show two separate rooms. Added new lighting per electrical and new mechanical diffusers per mechanical. Added structural framing for new mechanical equipment 1. Added FC-4 and CU-4' for server room unit. 2. Added Computer Room A/C schedule (CRAC 1-3). 1. 2. 1. 2. Added 3 CRAC units and FC-4 to revised computer room. Added related ductwork to server room. Added refrigerant piping from roof to A/C units in computer room. Added condensate piping (pumped) from computer room, discharging to existing mopsink. Added condensing units on roof for new computer room A/C units. New Sheet. Added 2 sections at computer room. Title 24 revised to account for added server room lighting. Server room clean type fixtures added to fixture schedule.(F19 and F20) 1 'x4' and· 2'x4' clean type fixtures added to server room. James T, Ferguson Architect President Philip J. Pape Architect Vice President Kennon W. Baldwin Architect Principal Theodore R. Breunich Vice President CFO Andrew S. Darragh Architect' Vice President Daniel E. Rosenberg Architect Senior Associate 4499 Ruffin Road, Suite 300, San Diego CA 92123 619 231 0751 Fax 619 231 4396 www.fpbarch.com - BMR-RTC First Floor Renovation 11/12/2012 Page2 E6.1A E8.1A E9.1 E10.2 E11.1 1. ½" scale Server Room 1902 power plan.added. 2. Connections added to (3) CRAC units and (2) fan coils. 3. (2) server room UPS panels added. 4. Power devices, wireway:, plug strips, bus bar, conduit sleeves, card readers and cable tray added to server-room. Connections added to mechanical units CCU-1,2,3 and CU-4 UPS and (2) panels adqed to singleline diagram. Panel schedule UPS1A and UPS1 B added to sheet. Panel schedule revised to reflect changes listed above. Oetail #6 cable tray with wiremold mounting detail added to sheet. Henry Mayer From: Sent: To: Subject: Hi Henry David Boyd [dboyd@fpbarch.com] Wednesday, June 26, 2013 4:51 PM hmayer@mayer.com Genoptix CTCE -City of Carlsbad Slipsheeting To recap, City of Carlsbad (1635 Faraday, Carlsbad) has the original record permit set for the above project, and we are processing a plan change (19 sheets I believe) that needs to be slipsheet~d into the record permit set by a bonded repro company. The City has a copy of the approved plan change (Server Roonj) drawings there as well. The Carlsbad permit number is CB12-2479.rev_PCR13079, and you can speak to Janet Altar or Laura Moore at the City of Carlsbad. The address of the project is 1890 Rutherford, Carlsbad. Please let me know when the slipsheeting is done, and I can let the Contractor know to go and pull the permit. Thank you David w. Boyd Senior Project Architect, Associate 619 231 0751 fpbarch.com =:::) 3. \ ::::usoN ~ BALDWIN ARCHITECTS 4499 Ruffin Rd. Suite 300 San Diego, CA 92123 1 PCR13079 1890 RUTHERFORD RD " GENOPTIX-ADDING ADDITION, 5/d-4( / s TD pe-A-1J / Fi !GE/ e,srr1L w( e-6/d' ~'-17CJ -rt; I / A-:;i.., J Al/ A..:>.-3 j A--.;i."-1 / A--B. Iµ /s:i. 3'/ m ,. '-I //11 c.f. l,f /hi '-1-, I. Y nt'-f. 3. '/ fYl s.-, / er . .:i./t:5 1. c../(6 s: ,.,t/e~., /ll-/e s-, ,. *'/Gc;r., f:}f// €{?:D/r-3 ~ t£ pe,e ~ ~,r.../-, 13 e;s&-iL ~ &/ff/;~., (J·o/ "LL-@ ?CK 0~ ft>{s6t'L () tit !rp f /, ca ,v/-. C,(2-4 It~- ~1,z._1(1~ - v_/20/rs /lo/N /J&,JU.$ @ f'CJe -~ H-Avc ,Blllft_riNTE./2.. ff?:K_ l1f -lo .._j I 'f s J,,..J. ,-<S#f' I e;. (J-'J._ se:r-o/'fsheMe,l=r M?lv. ~- $)~~ ' ' --~--;-,.-~--~ .......... ~--·--::-::t, .. ____ ....,. ....................... _ SW c:J1ssUED I [JCV Approved Date By BUILDING b/2,;;-/1-::2, D0f PlANNING €Jao/,""} (',<::, I ENGINEERING I - FIRE Expedite7(4~\ tk//t(/1-:S Gra-L AFS Checked by: I HazMat APCD Health Forms/Fees Sent Rec'd Due? By Encina y N Fire y N HazHealthAPCD ,y N PE&M y N School y "' Sewer y N Sto.rmwater y N Special Inspection y N CFD: y N l.andUse: Density: lmpArea: FY: Annex: Factor: PFF: y N Comments Date Date Date Date Building rd4-/t3 Planning Engineering Fire Need? Su f'S 11-ee.:n!U'r-')!Qone /l.en4rn ;,4.,,., ..fnllT\A-IU' ~,re.. ,~on-~ ~ "1 'a Done f!\M..L "LA-t!).S DDohe DDone DDone '< . ' ODone City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-12-2013 Plan Check Revision Permit No:PCR13096 Build_ing Inspection Request Line (760) 602-2725 Job Address: Permit Type: 1890 RUTHERFORD RD CBAD PCR Status: Parcel No: Valuation: Reference #: PC#: 2121203500 $0.00 Lot#: 0 Applied: Construction Type: NEW Entered By: Plan Approved: Issued: Project Title: GENOPTIX -REIVSE Tl SF Inspect Area: TO INCLUDE ADDITIONAL DEMO AREAS, OFFICE AREAS, Applicant: DAVID BOYD STE 300 4499 RUFFIN RD SAN DIEGO CA 92123-4392 619-231-0751 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Total Fees: $250.00 lnspect()r: Owner: PDG CARLSBAD 47&4!3 LP 1825 GILL~SPIE WAY#102 EL CAJON CA 92020 $250.00 $0.00 $0.00 Total Payments To Date: $250.d0 Balance Due: FINAL APPROVAL Date: Clearance: ISSUED 07/11/2013 SKS 08/12/2013 08/12/2013 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or otlier similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been oiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exnired. ,, . ~ RECEI «~JP· ~UL 11 20\3 PLAN CHECK REVISION . ~ c I TY ° F saAD APPLICATION CARt\S.Blt)1stoN B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No .. '\) ~ \ b tPJ lpOriginal Plan Check No. be, l Z...Z.4,1:j . . ~-ZOO'o Project Address 1'v4t? I<.~fe-of2A? R.ol ~ CAoate r/tu/7-o l~ Contact 1/Al\0 ex:,-{p Ph (pt:t-V~ l-o~ I Fax &1 ~ -2.:;J-:f-3 Cf i.P Email o\ bo, A @.. fpb~ r~. U>vYi . . . Contact Address ili<t ~.f-f-1n fZo~~) Stz-. '3o°City -=; • 0. . Zip 1"1..l&~ General Scope ofWork IN rf"~ Df... oP-{"-1tf2,. ,-: , • ~/4 Su.>r-JS 1b ~u..11 + ~ t OE Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: ~Plans D Calculations D Soils D Energy D Other~·---------- 2. 3. 4. Describe revisions in detail List page{s) where List revised sheets each revision is that replace shown existing sheets 0~ AAA-c-¼-foO ~~VE.-~~. f'j2..0'V\t;>1N'6\ AVv S~c: , ~,nu~\.. Offive ~6\~ 1'b to \. ~~ ( i &4 s n~ ) PCR13096 1890 RUTHERFORD RD i ~~ ' i GENOPTIX -REIVSE Tl SF I TO INCLUDE ADDITIONAL DEMO AREAS, OFFICE I kZ.IP,7-ti; AREAS, CHANGE TO DOORS, NEW STOREFRONT,· t-Jlc:MJ. CEILINGSfr-BAR, LIGHTING, REPLACE DIFFUSERS AND i DUCTWORK, ADD POWER/DATA IN OFFICE 1301, NEW I ELECTRICAL PANEL I PCR t Lot#: DAVID BOYD l i I I ; 5. Does this revision, in any way, alter the exterior of the project? D Yes -g No 6. Does this revision add ANY new floor area(s)? t8}. Yes tJ No Aw' L. 4\ Z.C\') <;P 1. Does this revision affect any fire related issues? D Yes D No l-1 • ~ ·s-. ls-this a comprefo set?'. D Yes -~-Nb ONti\1 ~ ~(-k:-vF..;t't ~ iJ . '~6-\A.A..oet:> ~Signature ~~ . . . J 635 Faraday Avenue, Carlsbad, CA CJ2008 eb,: 760-602~ 2719 ~: 760-602-8558 frllilll;. bUilding@carlsbadca.gov · www.carlsbadca.gov · -FERGUSON PAPE BALDWIN ARCHITECTS AUg{Jst10, 2013 The City of Carlsbad Development Services Building Division 1635 Faraday Avenue (760) 602-2719 Subject: Plan Change-Genoptix.CTCE T.I. Plan Check No. C!:3122479 South Side Changes ASI 016 ASI 016 Narrative Sheet No. T1.1 A0.1S A0.2S A2.1$x A2.2S A2.4S A2.5S A2.6 A2.6.2 A2.8 A3.1S A3.1S Revision Description Project Scope revised to add additional Tl area of-4,295 SF. First Floor South Demo: Added demolition area (clouded). Second Floor South Demo: Added demolition area (clouded). First Floor South: Additional Office Tl area added (clouded) to scope, including Open Office and File Storage Room. Second Floor South: Additional Office Tl area added (clouded) to scope, including Open Office, Conference Rooms, and private Offices. First Floor South Finishes: Additional Finishes information added (clouded) to added scope ,area. Second Floor South Finishes: Additional Finishes information added (clouded) to added scope area. Door Schedule Level 1: Sheet changed to show first floor doors only; door 1300 added (clouded). Door Schedule Level 2: Sheet added and shows second floor doors only; added scope doors shown clouded. Window Schedule: Elevations added for new window/storefront scope (clouded) First Floor Sooth RCP: Ceilings updated with newt-bar, soffits, and lighting in the added scope area (clouded). First Floor South RCP: Ceilings updated with new t-bar, soffits, and lighting in the added scope area (clouded). James T. Ferguson Architect President Philip J. Pape Architect Vice President Kennon W. Baldwin Architect Vice President Theodore R. Breunich Vice President CFO Andrew S. Darragh Architect Vice President Daniel E. Rosenberg Archi~ect Senior Associate 4499 Ruffin Road Suite 300 San Diego CA 92123 619 231 0751 Fax 61·9 231 4396 www.fpbarch.com A3.2S A6.4 Plan Change Genoptix CTCE T.I. Plan Check No. CB122479 Sou.th Side Changes ASI 016 Narrative FPBA Project Number 12055 7/10/2013 Page2 Second· Floor South RCP: Ceilings updated with newt-bar, soffits, and lighting in the added scope area (clouded). · Interior Elevations: Elevation 19 modified (wider filler panel at right, deleted upper cabinets), and Elevation 33 added for added scope, air clouded. 'v Genoptix CTCE Tl ..,. ASI #16 M2.1.2& M2.2.2: . 1. Demo existing diffusers and ductwork as shown on 1st and 2nd floor plans. (Intent is to replace djffusers and flex connections where new ceilings are being installed and align diffusers to new ceiling grid.) M4.1.2 '& M4.2.2 1. . Replaced demo'd diffusers and ductwork with new to align with revised ceiling grid layout. m'cinsulti C O N S-U L'T t N G Job Name:Genoptix ASl-16 Narrative Sheet Change: E1.2 Title 24 revised to reflect first and second floor lighting. E5.1B -Open office suspended linear fixture added in open office 1301. -2x2 direct/indirect fixtures shifted with several new fixtures added in corridor. -Square down lights added in corridor above Reception 1000 -New 2x2 direct/indirect fixtures added in Reception 1000 E5.2B -Open office suspended linear fixture added in open office 2000 . New 2x4 dire.ct/indirect fixtures added in private offices. -corridor switching revised . . -Square down lights added in corridor. Provide integral battery back up for LED down lights. ·e6.1B -Power/Data added for Open Office ' 1301. E6.28. -Power added in Conference rm 2001 above. Floor core shifted to center of room. · E9.1 New panel OP4A added E10.2 Panel schedules revised per changes above . .. --FERGUSON PAPE BALDWIN ARCHITECTS August10,2013 The City of Carlsbad Development Services Building Division 1635 Faraday Avenue (760) 602,-2719 Subj~ct: Plan Change -Genoptix CTCE T.I. Plan Check No. CB122479 South Side Changes ASI 016 ASI 016 Narrative Sheet No. T1.1 A0.1S A0.2S A2.1-Sx A2.2S A2.4S A2.5S A2.6 A2.6.2 A2.8 A3.1S A3.1S Revision Description Project Scope revised to add additional Tl area of 4,295 SF. First Floor South Demo: Added demolition area (clouded). Second Floor South Demo: Added demolition area (clouded). First Floor South: Additional Office Tl area added (clouded) to scope, including Open Office and File Storage Room. Second Floor South: Additional Office Tl area added (cl<;>uded) to scope, including Open Office, Conference Rooms, and private Offices. First Floor South Finishes: Additional Finishes information added (clouded) to added scope area. Second Floor South Finishes: Additional Finishes information added (clouded) to added scope area. Door Schedule Level 1: Sheet changed to show first floor doors only; door 1300 added (clouded). Door Schedule Level 2: Sheet added and shows second floor doors only; added scope doors shown clouded. Window Schedule: Elevations added for new window/storefront scope (clouded) First Floor South RCP: Ceilings updated with new t-bar,. soffits, and lighting in the added scope area (clouded). First Floor South RCP: Ceilings updated with newt-bar, soffits, and lighting in the added scope area (clouded). James T. Ferguson Architect President Philip· J. Pape Architect Vice President Kennon W. Baldwin Architect Vice President Theodore R. Breunich Vice President CFO Andrew S. Darragh Architect Vice President· Daniel E. Rosenberg Architect Senior Associate 4499 Ruffm Road Suite 300 San Diego CA 92123 619 231 0751 Fax 619 231 4396 www.fpbarch.com lh• A3.2S A6.4 _ Plan Change Genoptix CTCE T.I. Plan Check No. CB122479 South Side Changes ASI 016 Narrative FPBA Project Number 12055 7/10/2013 Page2 Second Floor South RCP: Ceilings updated With newt-bar, soffits, and lighting in the added scope area (clouded). Interior Elevations: Elevation 19 modified (wider filler panel at right, deleted upper cabinets), and Elevation 33 added for added scope, all clouded. ., ' ' . Genoptix CTCE Tl -ASI #16 M2.1.2 & M2.2.2: 1. Demo existing diffusers and ductwork as shown on 1st and 2nd floor plans. {Intent is to replace ,diffusers and flex connections where new ceilings are being installed and align diffusers to new ceiling grid,) M4.1.2 & M4.2.2 1. Replaced demo'd diffusers and ductwork with new to align with revised ceiling grid layout. .. Job Name:Genoptix ASl-16 Narrative Sheet Change: -- E1.2 Title 24 revised to reflect first and second: floor lighting. ES.113 -Open office suspended linear fixture added in open office 1301. -2x2 direct/indirect fixtures shifted . with several new fixtures added in corridor. -Square down lights added in corridor above Reception 1000 -New 2:x2 direct/indirect fixtures ~dded in _Reception 1000 E5.2B -Open office suspended linear -fixture added in open office 2000 . -New 2x4 direct/indirect fixtures added in private offices. -corridor switching revised. -Square down lights added in corridor. Provide integral battery back lip for LED down lights. E6~1B . -Power/Data added for Open Office 1301. - E6.2B. -Power added in Conference rm 2001 above. Floor core shifted to center gf room. · E9~1 New panel OP4A added E10.2 _ Panel schedules revised per chanaeJ above. -··- EsGil Corporation . < In <Partners/i.ip wit/i. (jo'Pernment for (]Jui(aing Safety DATE: 7/22/2013 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2479 rev#2(PCR13096) SET: I PROJECT ADDRESS: 1890 Rutherford Road CJ APPLICANT CJ JURIS. CJ PLAN REVIEWER CJ FILE PROJECT NAME: GENOPTIX INC. CTCE TENANT IMPROVEMENT REVISIONS D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's · codes. [g] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor -deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applic~nt's copy of the check list has been sent to: [g] EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person [gj REMARKS: The inked clo1~:aei1 on sheet A2.1 S shall be made on city set of the plan (at building department). (w~;ge room more than 100 sf. The partitions around the room shall extend to the underside of the floor above.) By: David Yao Enclosures: original approved plan 12-24 79 EsGil Corporation [] GA O EJ O PC 7/15 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 12-2479 rev#2(PCR13096) 7/22/2013 > .. ' [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad rev#2(PCR13096) PLAN CHECK NO.: 12-2479 PREPARED BY: David Yao DATE: 7/22/2013 BUILDING ADDRESS: 1890 Rutherford Road BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier .. revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ord_inance Bldg. Permit·ree by Ordinance · . ..-1 Plan Check Fee by Ordinance Type of Review: D Complete Review D Repetitive Fee 3 Repeats * Based on hourly rate Comments: D Other 0 Hourly EsGil Fee TYPE OF CONSTRUCTION: . Reg. VALUE Mod . D Structural Only 21 Hrs.@* =====$=1 O=O=.O=~ ($) $250.ooj $200.001 Sheet 1 of 1 macvalue.doc + ~ «i~ ¥ CITY Of PLANNING DIVISION BUILDING PLAN CHECK APPROVAL CARLSBAD P-29 DATE: 7-16-13 PROJECT NAME: PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.rrnv PLAN CHECK NO: PCR 13-96 SET#: 1 ADDRESS: 1890 Rutherford Rd APN: -. ~ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required D Yes [8J No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D this plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubm_it amended plans as required. Plan Check APPROVAL has been sent to: For questions or clarifications on the attached checklist please contact the following reviewer as marked: .. .. . ' '' -PLANNING. ENGINEERIN.G BRE. PREVENTION 7,60-602-4610 . 760-602-2750 760~60:;2-4665 - [2s] Chris Sexton D Kathleen Lawrence D Greg Ryan 7!50°602-4624 760,602-27 4j_ 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D _Cindy Wong 760-602-4675 76'0-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri 760-602-4664 Dominic.Fieri@carisbadca.gov Rem~rks: PCR13096 1890 RUTHFRFORD RD L " ._....,-<-,. ....... ~,...,,_, ' I "" _,_., rn=NOPT.IX.-R!=IV8!= Tl,SF 1/11) I?> ~ @, pC{Z.. fW-C/l-, Pl-f\fl1 1b ru.re."'l Fi.y:_ ,s-rorc.-E"AZDN, D.J ~ '\lJ -E-$C--\ L-I ,,J ( (J'(u\ (7 G6 I b 7,, 4 -zC, ~/1v(13 ~ w ~ 1 /1'---;;_/ I'? !/~~) I~ 7/.ai /13 RTS-.,,--\J ~ e,~/f~( ~k-_) hptw b/. r. ~ ./-n (j ? ~ 4'. '2--iJ' • adti .,Ad:, tMAf ~ <I'-J,L-~ ~ 12 p(!,/1__ ~ --··:~-,--~- '• f', ,. . "'""":-•• ~~L-..,. ..... --~---· .!.,., . .,_.,, ... . '~•' ~ "· "' ' ,.. ... ~ ....... SW l:JISSUED I l:JCV Approved _,., , , Date By BUILDING !P'l---\ in,-r . ... 7/ z._z-/13 Pl/ PLANNING 7/tr,,/,3 (!_f::l ENGINEERING FIRE Expedite? y N AFS Checked by: HazMat APCD Health Forms/Fees Sent Rec'd Due? By Encina y N Are y N HazHealthAPCD y •N PE&M y N School y N Sewer y N Stormwater y N Special Inspection y N CFO: y N LandUse: Density: lmpArea: FY: Annex: Factor: PFF:, y rii Comments Date Date Date Date Building Planning Engineering Fire Need? l'iY, . Rv-l"'i.~ ~{ v..::..\~.,__~ Cr---) anone r A 11..,.--z . ..J ... (7c, (' ~ l 'f'.S"\c¼._) aoone \}\\r<. \~\ -h, /1~ 1-.. \,:;, (...e.,( L'-v c:--zQ a Done ~C10~1r I ~one • aoone .. aoone . .