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HomeMy WebLinkAbout2282 FARADAY AVE; ; CB073114; PermitI "· City of Carlsbad 06-11-2008 '1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB073114 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2282 FARADAY AV CBAD Tl Sub Type: INDUST Lot#: 0 Status: Valuation: 2120614600 $251,001.00 Construction Type: NEW Applied: Occupancy Group: Reference #: Entere~1, By: Project Title: ISIS-ALTER STORAGE YARD FOR Plan Apprcived: NEW STORAGE TANKS & SPILL PITS FOR RAW AND WASTE ls$ued: Applicant: BLEVINS LEAF 7090 CAMINO PACHECO SAN DIEGO CA 92111 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check 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 Con. Fee $1,106.97 $0.00 $719.53 $720.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0:00 $0.00 $0.00 $0.00 $0.00 $0.00 Inspect Area: Plan Check#: Owner: BMR-2282 FARADAY AVENUE LLC C/O PARADIGM TAX GROUP 3645 RUFFIN RD #310 SAN DIEGO CA 92123 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL - ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee ISSUED 12/14/2007 MDP 06/11/2008 06/11/2008 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $110.00 $24.00 $0.00 $0.00 $0.00 $0.00 ?? TOTAL PERMIT FEES $2,680.50 Total Fees: $2,680.50 Total Payments To Date: Inspector:~ $2,680.50 Balance Due: $0.00 BUILDING PLANS ~TITS'fORAGE-= Suu\ l"'tt!'-P _ATTACHED Clear.:::nce: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, CJ other exactit5ns·hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these feeol.sxactions. 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 mformation 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 Ave., Carlsbad, CA 92008 760-602-2717 / 2718/ 2719' Fax: 760-602-8558 Building Permit Application ,ti/ LOT# ADDRESS ('/ ~'7D(O .,. ~- Plan Check No. Est. Value Plan Ck. Deposit Date SUITE#/SPACE#/UNIT# APN "Z' # OF UNITS # BEDROOMS # ~ATHRODMS TENANT BUSINESS NAME GARAGE (SF) PATIOS (SF) DECKS (SF) l!/7-J ( J ZIP APPLICANT NAME ._-- ONTRACTOR BUS. NAME /.J /L/J . 1 1,.c-L) <"' . Cl<.R:. rrr1<.f/Vt..--~ ADDRESS~ ,i5 EA-Sr STATE l ZIP FIRE SPRINKLERS YES D NOD '(''i/1---~ CZpf-.I/St/3. FAX FAX tt~ EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. # STATE Lie.II CLASS B~~ I -:/-5" 14 /Sec. 7031.5 Business and Professions Code: Any City or Countr, which requires a permit to construe~ alte~ improve, demolish or P,air any structure1 prior to its issuance, also requires the applicant for such permit ricensed JJursuant to the provisions of the Contractor's License law {Chapter 9, commending with Section 1000 of Division 3 of the Business and Pro,essions Code} or that he is exempt therefrom, and the basis for e Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). . Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the labor Code, for the perfo.rmance of the work for which this permit is issued. ~ave and will maintain wor rs' compensation, as required by Section 3700 of the Labor Code, for the perfo~:zce of the work for which this permit is issued. My workers' compens lion in~urance carrier and policy numberare:lnsuranceC ~ E".S H -~14 PolicyN~f:6'2%2fth?'70f$: ~ Expiration e f}!-;,~Z:Z,.- This section need not be complete if the permit is for one hundred dollars ($100) or less: _3q-kJ-a--11 4150 · · D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California. WARNING: Failure to secure workers' compe sation coverage is unlawful, and shall subject an employer to criminal penaltiernd civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, dama e id Section 3706 of the labor code, interest and attorney's fees. /6 CONTRACTOR SIGNATUR ,., DATE l I ~ ~©-B' I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). D I am exempt under Section ____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D Yes D No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address / phone / type of work): · /6 PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes D No . Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes D No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D Yes D No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certify that I have read the application and slate that the above infonnation is correct and that the infonnation on the plans is accurate. I agree to comply with all City ordinances and Slate laws relating to building construction. lchereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA pennlt is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every pennit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such pennit is not commenced within 180 days from the date of such pennit o · th uildin or work authorized l9y such pennit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Unifonn Building Code). 16APPLICANT'ss1GNATURE DATE /v/1<" Upt I City of Carlsbad Bldg ~nspection Request For: 05/06/2009 Permit# CB073114 Inspector Assignment: TP --- Title: ISIS-ALTER STORAGE YARD FOR Description: NEW STORAGE TANKS & SPILL PITS FOR RAW AND WASTE MATERIAL Type: Tl Sub Type: INDUST Job Address: 2282 FARADAY AV Phone: 6197086363 Inspector: I--Suite: Lot: 0 Location: APPLICANT BLEVINS LEAF Owner: BMR-2282 FARADAY AVENUE LLC Remarks: Total Time: Requested By: RONNIE Entered By: CHRISTINE CD 19 29 39 49 Description Act Comments Final Structural L Final Plumbing += Final Electrical Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR02200 ISSUED PCR02223 ISSUED PCR02246 ISSUED PCR02247 ISSUED PCR08064 \AsSUED PCR08105 PENDING PCR08106\ /issUED PCR08111./ 1ssUED PCR08113\/lSSUED ISIS PHARMACEUTICALS; INTERIOR REMODEL, TRANSMITTAL DATED 7 /15/02 ISIS PHARMACUTICALS; STRUCTURAL REVISIONS ISIS PHARM-AS-BUILT REVISIONS; AS PER DELTA 6 ISIS PHARM-STRUCTURAL REVISION; AS PER DELTA 3 ISIS-REGRADE TO ACCOMMODATE; CONTAINMENT OF FOAM DISCHARGE AND D ISIS: DEFERR:DETAILS ON ATTACH; MENT OF SCRUBBER TO PLATFORM ISIS: REVISE.TANK PAD; ISIS-CMU FOUNDATION CHANGE; PAGES Sl.0, SI.1,S2.1 ISIS: REVISION OF PAVED AREA; TO ACCOMODATE FIRE PROTECTION EQUIP. & R PCR08120 ISSUED ISIS-CHANGE FRAMING AT ACCESS; OPENINGS PCR08130 ISSUED ISIS-INTERIOR DOOR CHANGES&; EXTENDING REVISIONS IN TO AREA LAB #166 ( PCR99184 ISSUED ISIS PHARMCEUTICALS; ELECTRIC REVISIONS Inspection History Date Description Act lnsp Comments 04/09/2009 89 Final Combo PA TP FOR USE ONLY i. City of Carlsbad Bldg Inspection Request For: 05/06/2009 Permit# CB073114 Inspector Assignment: TP 03/31/2009 31 Underground/Conduit-Wiring PA TP SEAL OFFS FILLED 03/20/2009 34 Rough Electric AP TP 11/06/2008 12 Steel/Bond Beam AP TP S.O.G.@OTA 10/16/2008 12 Steel/Bond Beam AP TP SCREEN WALL FLAG POLE FTGS 10/15/2008 11 Ftg/Foundation/Piers NR TP SCREEN POLE CLMNS FTGS 10/15/2008 12 Steel/Bond Beam NR TP 09/30/2008 66 Grout AP TP 09/26/2008 11 Fig/Foundation/Piers AP PD 4PADS 09/19/2008 11 Fig/Foundation/Piers AP TP OUTDOOR TANKS SLAB 09/19/2008 12 Steel/Bond Beam AP TP OUTDOOR TANKS SLAB. 09/19/2008 31 Underground/Conduit-Wiring AP TP 09/19/2008 31 Underground/Conduit-Wiring AP TP 1/0 GROUND RING lHIV of Carlsbad ·~ Final Building Inspection Dept: Building Engineering Planning CMWD St Lite1 ~ Plan Check#: Date: 04/09/2009 Permit#: • CB073114 Permit Type: Tl Project Name: ISIS-ALTER STORAGE YARD FOR Sub Type: INDUST NEW STORAGE TANKS & SPILL PITS FOR RAW AND W Address: Contact Person: GREG Sewer Dist: CA Phone: 3145746963 Water Dist: CA Lot: 0 ......................................................................... , ............................................................................... . ~;pected &44-e-Date ,r/r/az Approved: K_ Disapproved: __ . Inspected: Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ •••••••••••.•••••••••••••••••••••••••••••••••••.••.••••••.••.••.••••••••••••.•..•••.••••••.••.• , .• i,,, ••.••.••••••••••.•.••.••••••.••••.••••••.•.••.•••••.. Comments: ------------------------------- .. ' City of Carlsbad Bldg Inspection Request For: 09/30/2008 Permit# CB073114 Inspector Assignment: TP Title: ISIS-ALTER STORAGE YARD FOR Description: NEW STORAGE TANKS & SPILL PITS FOR RAW AND WASTE MATERIAL --- Type:TI Job Address: Suite: Location: Sub Type: IN DUST 2282 FARADAY AV Lot: O Phone: 6197086363 lnsp~ctor. L APPLICANT BLEVINS LEAF Owner: BMR-2282 FARADAY AVENUE LLC Remarks: A M PLEASE Total Time: Requested By: ROMMIE Entered By: CHRISTINE CD Description Act Comments 66 Grout IL--~---- Date Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR02200 ISSUED PCR02223 ISSUED PCR02246 ISSUED PCR02247 ISSUED PCR08064 ISSUED PCR08105 PENDING PCR08106 ISSUED ISIS PHARMACEUTICALS; INTERIOR REMODEL, TRANSMITTAL DATED 7/15/02 ISIS PHARMACUTICALS; STRUCTURAL REVISIONS ISIS PHARM-AS-BUILT REVISIONS; AS PER DELTA 6 ISIS PHARM-STRUCTURAL REVISION; AS PER DELTA 3 ISIS-REGRADE TO ACCOMMODATE; CONTAINMENT OF FOAM DISCHARGE AND D ISIS: DEFERR:DET AILS ON ATTACH; MENT OF SCRUBBER TO PLATFORM ISIS: REVISE TANK PAI); PCR08111 PENDING ISIS-CMU FOUNDATION CHANGE; PAGES Sl.O, Sl.1,S2.1 PCR08113 PENDING ISIS: REVISION OF PAVED AREA; TO ACCOMODATE FIRE PROTECTION EQUIP. & R PCR99184 ISSUED ISIS PHARMCElJTICALS; ELECTRIC REVISIONS Inspection History Description Act lnsp Comments 09/26/2008 11 Ftg/Foundation/Piers AP PD ·4 PADS 09/19/2008 11 Ftg/Foundation/Piers AP TP OUTDOOR TANKS SLAB 09/19/2008 12 Steel/Bond Beam AP TP OUTDOOR TANKS SLAB. 09/19/2008 31 Underground/Conduit-Wiring AP TP 09/19/2008 31 Underground/Conduit-Wiring AP TP 1/0 GROUND RING CONSTRUCTION TESTING & ENGINEERING, INC. " " ESCONDIDO, CA 1441 Montiel Rd. Suite 115 Escondido, CA 92026 (760)]46-4955 (760) 746-9806 FAX SAN.DIEGO, CA. RIVERSIDE, CA 124 East3oth St 14538 Meridian Pkwy Suites B and C Suite A National City, CA 91950 ff.iveraide, CA 9~518 (619) 649-4000 (951) 571-4081 (619).649-4038 'FAX (951) 571-4188 FAX VEf,IJURA,CA 1645.Pacmc Ave. Suite 107 Oxnard, CA 93033 (805) 486-6475 (805) 486-9016 FAX FINAL REPORT FOR TRACY, CA 242 W. Laroh Rd. Smte F Tracy, CA 95304 (209) 839-2890 (209) 839-2895 FAX SACRAMENTO, CA N. PALM SPRINGS, CA 3628 Madison Ave. 19020 Indian Ave. Suite 22 Sutte 2-K N. Highlands, CA 95660 N. Palm Spnngs, CA 92258 (916) 331-6030 (760) 329-4677 (916) 331-6037 FAX (760) 328-4896 FAX SPECIAL INSPECTION AND MATERIAL TESTING April 9, 2009 City Of Carlsbad Building Inspection Dypartment 1635 Faraday Avenue Carlsbad, CA 92009 CTE Job No.10-9348O SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL . INSPECTION PERFORMED UNDER PERMIT NUMBER: CB073 l 14 ADDRESS: 2282 Faraday Avenue Director of Building Inspection: I declaTe under penalty of perjury that, to the best of my knowledge, all of the work requiring special inspection and materials sampling of reinforced concrete, reinforced masonry, field welding, high strength bolting, high strength grouting of column base plates, and epoxy installation has been completed. The inspected work for the structure/s constructed under the subject permit is in. conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Bujlding Code executed on this ninth day of April 2009. . Tom Gaeto State of California Registration Number: 40182 Expiration Date: 9/30/10 ~ !\ -I .· Signature: ~ MERCED, CA 3058 Beachwood Dr. Meroed, CA 95348 (209) 388-9933 (209) 388-9939 FAX GEOTECHNICAL I ENVIRONMENTAL CONSTRUCTIO-N INSPECTION AND TESTING I CIVIL ENGINEERING I SURVEYING . CoNSTRUCTION TEsT~NG &ENGlNEERING,INc.·~ .. ---- ESCONDIDO • TRACY• RIVER.$1DE , OXNAR]) • LAN.CASTER • SACRAMENTO INSPECTION RE·PORT PROJECTNAME:~1,°"ck/'M,;/C :Pds. ADDRESS:_ 2222. .rnuJ~ AuI3 &\9>&.a. ARCHITEct: :B.t~r tJs. -~ fl ENGINEER:. ~ ( N:6 CONTRACTOR: --'C-~"-"'' -~B..___ _____ _ INSPECTION DATE: _q~-_-.--_(~'5~·~-t~).3'~-~--- PLAN FILE: ____________ _ BLDG. PERMIT: CBo13-H4- oTHER: _____________ _ . 1N~J>)!lCTION . · ( ) CdNtREtE ' {) MAS'ONRY · ( }P.T .. CONC. . . ( ) FIELD WELD : · .( ) SHOP WELDING ( ) PILE '!)RIVING . ( ) BATCH PLANT . ( ).EXP. ANCHOR ·~opm~_.: PAGE OF CTE JOB# /I) -93lf8si REPORT# _____ _ MATERIAL IDENTIFICATION CONC.MIX:#IPSI'------~--- .GRQVTMIX,Jf/PSI'-. ___ _ .MORTAR TYPE/PSI~~--~~- 'R:EBA;R:GRA,DE_· _ _. _____ _ STR.STEEL ~---,------ F[.S.BOLT_~--~-~~~ 'M:AS. BLOGKC-'-. ---~---~ ( ) CONCRETE ( ) MORTAR ( ) GROUT · C ) FJREPROOFJNG ( )J%AS,ONRY BLOCK ( ) RE13AR ( ) STRUCTURAL STEEL ( ) BOLTS· · -Certificatton.:of Cc:>rnpli~rice~ AU w.6rk,, Unless 'otherWi~e .noted, co!hplie.s with tit~iapprqved·_plans and .spe.~ifi~ations and· · • · ttie ur'!ifor.rn· .. building _cQ~~-·. · · · · · · · · , · • , · ~&U . ', ' ; ! ,' .;... , -NAME: {PRINT) ~, :. , · • ~~ JJ_tf-: CERTIFICATION NO: z&-,~~-:j. ;/!&_ . . l -- _;;I, I' ' t···. ,, CoNSTRUCTION TESTING-& ENGINEERING, INC. ESCONDIDO • TRACY~ RIVERSIDE • OXNARD • LAN~ASTER • SACRAMEN.TO INSPECTION REPORT PROJECT NAME:.,....-'--<. /.~-'fi~.--_t_S' ______ _ ADD~SS: . -~d?J:_f;&. ~./;).&( ~ - ,,. W-& J:!,·/Jrtlt), ~., . ··-:·.~~-~/ ,· ·. AR,CHr'.fECT:. ~ Ct/~· ENG:fNiJEER: .. ./J6¾k . . CONTRA:CTQR:.. C,£.jP . . . INSPECT~ON BATE: ·. r/-l~ ~-. PLANFI:tE: ---~-~-~---~ ·BLDG PERMIT.., . t;fo.:-d; ?JI I .1 ... ·INSPECTION· . .( } CQNt:.REtE . ( )MASONRY (} P.T. CONC.: . ( ) FIBL])_WELD .. . . ( ) S.fIOP WELDING · · ( ) PILE DR:MNG . ( ) BATCH.PLANT . ( )EXP.ANCHOR ' . PAGE~OF_L· CtE JOB #/0 ~ t/J--<; REPORT# ... · . . .MATEiUAL.:o>ENTIFICATIO:N. , CON£.MlX#/PSI---,-___ --"--'--_ · GR.but M]X#/Psr_· ~--~~- : :-MORTAR TYi>E/PSI~~~-- ,REB:A:RGR;ADE ____ ~- ,', ,, I',.' ST..R,, ST..E~L. __ -,---,---'--- . :H,S.1301.:t~. -----"---'---· -Xh!~R. !ff'~~;r~T~9~otJ~s......-~------. -~- (}CON.CRETE. ( )M<ORTAA ( }GROUT ()FHtEfROO:Ft.NJJ ,( }MASON'RYEJLQCK ( }REBAR ( ) STRUCTVRALSTEE'L · ( )~BOLTS . IN$Pl;CTION·Pi=RF0RllilED, JOB PB.OBI-EM; MATERIAL:ID~NTlf.iCAT-IOt;J, PR(.).~RESS',,WORK:F{E;,JECTEO; =Rt;M~R:K$ :, ~ -> ' ' ' '' ' ' -' ' ~· ' ' ' ' '• ' Cer,ti.flcatior, of (;Qmpli~nce:,,Ali w't>rk, ,unless-,: : etwise• h'o{ecfc, cqmpiies· withithe,~ppfOV.ed pians :an:t'l spec.iflcatiQns. at:1.c1: . : the unffprm ,buildina ·ct;>de~ . · · · · ·· · · · NAMR:;IUNT) : .. ( ,· ~ ... · ~· •. L $~.,,: . SWN~-, .. CERTIFJCATIGNNO: l~~ ,·./flM/ti!ll~.' C.0NsTRUcT10N-TEsTING&ENGINEERING,1Nc ... . - ESCONDIDo' .• TRACY o RiVE.RSIDE o.OXNAR1l o LANCASTER o SACRAMENTO INSPECTION REPORT ARCHITECT:_ ~laf(°',4)$ c.cd;ez_f ENGINEER: . ¥)e.v;,'tv-e CONTRACTOR: _·Crf.-8~--"'·"""-'-------- INSPECTION DATE: _,q_--.-_,{~~~-0~<6~----- PLAN FILE:--------,------ BLDG PERMIT: c.,,~tJ73.J( 'f 'iNS;I>ECTI_ON . ' ( }CONCRETE · ,( )MASONRY ( )P.T. CONC. '()F>IELDWELD • (.) SHOI? WELDING ( ·) PILE DRIYING ( . ) :BATCH PLANT • ( ) EXP. ANCHQR PAGE_OF __ CTE JOB# )D--Cj'El/?f REPORT# ------:--~ '1\1:ATEIUA;L JDEN1'1FICATiON CONC.}4IX:#/BSI ------,---~--- _GROt:)T MJX#/PSI'--· ------'- MORTAR TYPE/PSI~-~----' ·REBA:RGRADE...__A::~a~cG~~------'--=-~-(!)=-' .STR STEEL_: --~--'---,--- . H.S.BOLT-,-,--~--~.....,.......,-- fy.{AS. :SLbCK'--·----',---- OTHER: --------------g{J·;orI.tw~eypfc~ _· ~~~~~R~°-E~ __ -_ ~----- MA'FERIAL SAMPI,IN.G -. ·--!--·-, ,. ' --""" -- ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING .( ) MASON.RY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS: .INSPECTION PERFO~MEb, Joa PROB!,,.EM., MA'TERIAL IOENi=IFl~A:r;iON?,PROGRE&S, 'W,()RK REJECT!;~. ·REMARKS .. ' l?,(, f;J;,, ~- Certification Qf Qompliance: Ail wor~, unless otherwise·noted, complies-•with-thec1pproved,plahs and 'Specificatio ~ and _the.uniform .puiJdin.g-cod~._ -. NAME: (PRINT) 8 .-. : .. · --~,b . . -. -SIGNAT CERTTFICATIONNO~'W:i[f u ... "'~·qzt§J CoNSTRUCTION .TESTING & E-NGINEERING, INC. --. ·- .ESCONDIDO• TRACY• RIVERSIDE • OXNAR:l'l • LANCASTER o SA.CR.AMENTO -'' -' -' INSPECTION REPORT PROJECT NAME: tl,2-vv:;'(2;4( -C:-rJ!c P4C2s ADDRESS: Z.2.-7$ 2. FA-.12.A:t2 iA--<1 Ave Cv2-c5Js½Q ARCHITECT: g \ E J' r N '.-:, cu .rs 2-:u ENGINEER: 1) __ ~· _9~f~lv0~€::~,-_______ _ CONTRACTOR: ~(__~. £_~· ~B~------- INSPECTION DATE: 9 -f°!-O 'if' ----"----'---'----'--"'-------- PLANFfLE: ------------- BLDG. PERMIT: C/307:51/~ OTHER:_'-------------- INSPECTION . ( ) CONCREJ'E ( }MASONRY- .( ) P.:1\ CONC .. : ( ) FlELP WELD ; ( } $HOP WELDING ( ) PILE DRIVING .. · ( ) BATCH PLANT : ( ) EXP: ANCHOR. _ ;()QOTBER_. -MATERIAL S.AMPLINH PAGE OF CTE JOB# J [)-q3Z/%--- REPORT#------ M;.'\TERIAL IDENTIFICATION- CONC.l\1IX#lPSI __ _,_ ___ _ GROUT MIX#/PSJ~--~----- MORTAR: TYPE1PSI -------,--,c- STR._STEEJ:-_~------,..~-- H.S.BOLT~-~---;:-------- MAS. BLGCK'----~---- ( ) CONCRETE ( ) MORTAR ( ) GRGUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUC:f'URAL STEEL ( ) BOLTS· . INSPECTION PERFORMED, JO'B PRb13LEM, MAT.ERIAL IDENTIFICATION·, PROGRESS; WOR,K RJ~JECTED, REMARKS ·. " • < ' ·., • ~-j -12._~Q__i;::_t~l"\i--~-ee~--~--~;rr=-.1__~"'---==~!::!_'--~=-::::,_. -~_i_._;::_' ="""~_'::c=· ~~-:.1:..: :::..::--~-~~" ·=: ~,-..)_c'=----- VvlA~ ~ ~ {14 ~ ~-&~--H"b0 4+fh 1 Certjficatipn -<:>f Compliance: All work; unlesl? otherwi~e noted, .complies with the approved: plans and specifi'tations am;I . • the, i,mifor.i:n bLJilding c9de. · CoNSTRUCTION .TESTING & ENGINEERING, rn-c~ ESCONDIDO ~TRACY• RIVERSIDE O OXNARD O LANCASTER o SACRAMENTO INSPECTION REPORT PROJECT NAME: ·\ ~ \ '$ C..,~ t \....LZ:...Q £~ t:::> ADDRESS: 2'2..642.. ~-RA D.e--:Y :})n CA, Q...-L..~~ A..-'.t) , CA ARCHITECT: ____________ _ ENGINEER: . 1) Z;.u\ t--!Z.... CONTRACTOR: C....("'~ lb ~ ;:H L-t).<LQ,.,S. INSPECTIONDATE: 9:/iz.."L / O 8 -. . PLAN FILE: ------------- BLDG PERMIT:-----------~ INSPECTION MCONCRff[E ( }MASONRY ( )P:T.CONC. · . ( ) PLLE DR!VING: . ·_. ( ) BATCH PLANT . :( ) EXP. AN¢HOR PAGE OF CTE JOB# IO~ 93 ~/j(;.- REPORT# ------ MA'.tEIUALIDENTIFICATION- coNc:Mtx#IPSI 3owo,s7/4,:(X.JO · .. . . /. GROU:t MIX#/PSI ------- MORTAR TYPE/PSI'--~----'---- ST)l.STEEL~. -~------'--,.---' H.S.~0,!:,T~·-------- . MAS,BLOCK'--------'-~~ OTHER:~~~---~-~-~-~--:.( )OTHER .. ' ... ·-, -. ...... ,.__.__,. _________ ..,........_ ......... .......,_....__ __ .......... .....;..._.,.....;......_ MATERIAL SAMPL'l:NG t ~ CONCRETE ( ) MORTAR ( ) 'GROUT ( ) STRUCTURAL STE~L . "( ) BO:LTS· . ( ) FIREPROOFING . ( ) MASONRY BLOCK ( )REBAR INSPECTION Pl;RFORMEP., JOB PROSl;.EM,.-MAT:ERIAi.~. IDENTIFI.C:AiilON, PROGRESS., WORK REJECTEIJ, REMJ1;Rk$ Q ·..:1-.. ~-4,.CXZ.D T'-7:t,_ Q c._;.\,i'--JFQQ .. C", \·eY'" $:cit:1., \~-5.:c.A,.;~:rl iO(\J Ar--.:.D Pt Ac. z: l¼Z:.A..ff' A~b , C:o"'-.)$c,i .). 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C.ertiflcati<m ·Of Compllanee: ~llwork, µnless, o.ther,:wise n9t~d, complies With·ihe ap,prpv:ed plan~ and specifications and, . the 1,1n1f6rm buiJd!09· eode.. . · . . .. . _ ,CONSTRUCTION T£81'IN<;; & E~GINEERING, INC .. , ESCON:D:IJ)O • TRACY• RIVERSIDE •· OXNARD o LANCASTER o SACRAMENTO INSPECTION REPORT PROJECT NAME: CL~LA ( 1A ,-.) r__ '?A,1:)9, ADDRESS: t,2f}2 .~~ y/L.. 6211. is D, ARCI-HTECT: ''B (evr V'S$ ~ al/ ENGINEER: Uevrry)3' CONTRACTOR: e__e._\3 -=------'==----------- INSPECTION DATE: '7 -z_ l.f-o? PLAN FILE: -~---------- BLDG. PERMIT: · CBo 7 31 ,y OTHER:_"-----------~---- · rnsPEC'J'ION . ( ) CONCRETE '.( )MASONRY ·c }P.T. CONC. -( ) FIELD WELD ( ). SH0PWELDING ( )'PILEDRIV:ING ' ( ) BATCH PLANT ( ) EXP. :ANCHOR -' -· · 09-oi~R :e;?v~:1 MAl'EIDAt'SAMP.LIN.G' -,---' PAGE OF CTE JOB # 1D ., 93</?J:-;; REPORT#~--~-~ -MATElUAL IDENTI;E'ICATION CONC.MIX#/PSI ___ ~-- GROUT MI:X#i.PSi ~--~-- MORTAR TYPE/PSl __ -'-,----~ ·stR. STEEL~-------~- H,S,BQLT _______ _ MAS.BLOCK~--~--- ELECT:ROQE'----~----- ( ) CONCRETE ( ) MORTAR '( ) GROUT { }F1REPROOF1NG ( ) MASONRY B~OCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSPECTION PERFORMED, JOB PROBLEM, iVIA!ERiAL IDENTIFICATION, PROGR!=S$·, WORK REJEC"fl=tl, REMARKS ' ., ,,' ' ' '_ ' ' ' Vf½c--<Lve--tl? 9\-&c £--~ 4----s--~· ~-A-12. f>~{s · · N °(!_//-1_,<j LAh4-- rhA.\3 ~ e,:f-Mt r · ~Q.N >l 1 -_ ~/-.r &1/4-3 · fe/14-~ eev, ";1ro-rJ __ z ~-~ ~ lf 12 tf,_ 0 ,(_ t ~ ~~ .iM-,>J _c;. L~ / J/V -k _ /V(_,~ "t-&a.l'~.h '--rJ'J (.O·v0C,_~ ~·~. --- Av( tLrJU'$ u./1.-~ -£>i-,,~ttaf k p~ £>?#~ i-¢ , · lwt2s t.4£rt.£ UB4RYI-V @Po fi A<--rJ ~f\-Q_ '.f L..+~ i:35_ pBe..• 6"6 (2-*--t7,72. , . Certifi~ation :of Compliance:: All work, -unless otherwi!~e noted) complies with the -app,-rroyed plan:, an~ $p.eeificatioris ana ' th,e unjfor:ITJ bu_ilding co.de. ,. ' ---' . -' ' --. CoNSTRUCTION TESTING & EN,GINE:ERING,.INC. ESCONDIDO • TRACY• RIVERSIDE • OXNARD • LANCASTER • SACRAMENTO INSPECTION REPORT PROJECT NAME: {!j;.,c-vv.,;:;i,~t 1A:rJ le-Pic/1.,t; ADDRESS: 22$2 ~IVfb.( D£, Qed,s&cf _ ARCHITECT: &MNS Li.1'6ei> ENGINEER, D'i?;vlrJe CONTRACTOR: ('.;. R-B ~~~-------- INS PE C tl ON DATE: -'f---2-5' -0<;'5 PLAN FILE:-~--------~- BLDG PERM.IT: _(:__,~~"---"c,_7....__,..._~..,_.L{'--'</'--· ----- OTHER: IN:SP;ECTION , (?9. CONCRETE ( )MASONRY ( ) P,T. CONC. : ( ) FIELD WELD . ( ) SHOP WELD!NG I , , , ( ) PILE DRlVING , ( ) BATCH PLANT · ' ( j EXP.. ANCHOR ' .()().OTHER~·_ MATERIAL SAMPLING ~-. ' . PAGE OF CTE JOB# / (}-'f3o/?f ,- REPORT# _____ _ M.ATERiAL IDENtIFlCATiON GONC.MJX#IPS1&5'5rllJ0$1. ' -qaoo 9ROUT MIX#/.PSI _ · ~----~ MORTAR TYPE/l'SI_· --~-~ ,REBARGRADE~A~,' te_· /_$"~----4?=-0-· · STR.STEEL'--. ______ _ .If.SJ30:tT_~------ MAS.BL,OCK_. -~-~-- (}4 CONCRETE ( ) MORTAR ( }GROUT . ( ) FIREPROOFING ( )MASONRY BLOCK { ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS· Certification of Cqlnplianc:e: All wor,k,:uniess:otnerwfse noted; ,c9mplies w,tt, th~ 'approyed,p(ans ahtj ,$p~Gifi'Catiqns and,- the uiiifoi:tn, ~uilcfing; code. . · · , · NAME: ~PRlli:t) 9A4! ,.;)\ 1 _ UAZ K: CERTIFICATION NO: ~-e>~W [ ;;p.a_ s:oe-ez.t--~ CoNsTRuct10N TESTING & ENGINEERING,INc .. ,, . . ESCONDIDO •TRACY• ru::v:ERSJDE-• OXNARD • LANCASTER • SACRAMENTO . INSPECTION REPORT -' '' ' -- PROJECT NAME: ___,,./....,.5',.._.1'7",,.S:~· : ______ _ ADDREss:· _ A21.:i.. rfl'R-Et~ 4/e ~l5!krq 0/f. ARCHITECT: f{l~ (}/$[it9 . JNSPEJCJ'lON . : ( } CONCRETE }Q MASQNRY .... PAGE _j_ OF J_ CtE JQB'# //J~ t'/2fff (c E.EPOR'f# -----c-'--~~- 'iviATERIAt IDEN1'IFiCATION .. ' ' : ,, CO~C.MIX#JPSI ___ ~~- ,i -_ ,. ' · GROUTMIX#IPSI~-~--~--. ,., ENGINEER: · . . r/J61JJ~ · . MORTAR TYPE/PSI ~ ,_ /t.M/if/, ( ) FIELD_ WELD . ·· ·. REBAR,'GRADE A6L'f Ci/! ,0 CONTRACTOR: ---'. ~.....,·.·,=1Z.,,../2~: --:-. ------- INSPECTION DATE: ~./4$ PLAN FILE: ----~----'-~-'---~ BLDG. PERMIT: . 6:tf ,. C) /J;) /f -j OTHER: ____ ___, __ ~----~ ( ).SHOPWELPING :{ ) PILE ])lUVING .( ) J;3ATGB,· :(>LANT . U EXP. ANCH01cu QIJ~-7 . .AN O~HE~~€l&fu .MATERCAL.SAMPL1NG . ---~---~-,. ., ----------·~-. STR.STEE~------- MAS.BLOCK_~~~--- ELECTRODE.-=-'------- ( ) CONCRETE ( ) MORTAR _ ( ) GROUT ( ), FIREPROOFING ( ) MASONRY BLOC:K ( ) REBAR ( ) STRUCTµRAL STEEL ( ),BOLTS . Certlflcati~n,of corripii~nc~, All· Wor~. unless otherWise•nQted~ compiie~~with the:.~ppr.ev~d-pians ~~c! ~pecif.ic.a.ti~hi:; .and ; · the uniform buikU~g: "?~ . '3• -~ · · · , · , · · · · · NAME·: {PRINT)., . . . CERTIFICATION NO: j~ ·. jll-j}/{'Jlt.!J~, 1tj. . '-' ~ ' _-: ~ ' CoNSTRUCTION TESTING & ENGINEERING, INC. ' -' ESCONDIDO •-TRACY• RIVERSIDE • OXNARD O LANCASTER • SACRAMENTO iNSPE'CTION REPORT -' -' . ~ ) ' . PROJECT NAME: J 5 /5. --'------~---- ADDRESS: .. :}J..b ~ ~ . -~ c½. ARCHITECT, (jlev1J,s &J6:l!f!2 ENGINEER: ,.. JjlJ:;y[;d . _ CONTRACTOR: -C.1,-,1~~-=· _'~------~-~ INSPECTIONDATE: . !}b,·~J' ·,ie, PLAN FILE:----------,------ --. -' :rn-s:PF)'GTIQN . . ( ) -C_ONC:RETE .()MASONRY c ) P. t: ,coNc. I • , , • • l ) FIELD WELD (.) SHOP WELDING. , ( ) PILE DR:WlNG (.) BATCH FLANT. ( )EXP.ANCHOR PAGE _l OF_l_ CTE JOB # /J-Cj3 Yi(r( ·REPORT# ------ MATERIAl,TI;>ENTiFIC:ATION CONQ.MIX#/PSt'---~----"-,---- ·GROtJ'r:MIX#/PSI'-------- MORTAR"FYPE/PSI_-s.-----a-_~-- REBAA,GRADE.46,l5'. ~- STK S'.f~EL __ ~----- H.S.BOLT __ ~-----,----- MAS. BJ;;OC::K'----~----BLDG PERMIT; -"-"L'"'../3 __ --l=-:) _,_'7-=--3~; l___,!/'------,-c-- OTHER: ~· OTFIER' ~. EI;,ECTRODE~--~=-,.,--- . MATERIAL.SAMPLING •,l(jo ------------, -·- ( ) CONCRETE ( ) MORTAR ( )' GROUT . ( ) FIREPROOFING ( } MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS . INSPEGTION PERFORMED, JOB PROBLEM, MATERIAU0ENTIFICATION, PROGRESS, WORK REJECTED, REMARK$ ,' • "' • ¥ , ·--• • ' ~ ' • . Certification of Com1>lf anc~: Aii work, unles·s othe111Vi$e ridted, •complies with the ·approved pian~ ctnd· speeiffoation~ .ancl . the uniform ·buil~ihg· cc;, !:!~-, · · · · NAME: (Pl<Wt) ___,Lt-f.~~~~~~~_,__'----'---- CERTIFICATIONN ·:k:ct'F-jtf~]p.-FfJ--· . CoNSTRUCTION TEsTIN·G & ENGINEERING, IN.c. . '. ESCONDIDO •-TRACY• RIVERSlllE it OXNARD o J;,.ANCASTER o SACRAMENTO. INSPECTION REPORT PAGE -. l OF j · CTE JOB# · /0-~ 9Ji/t(;;- ' PROJECT NAME: /.5 / 5 -~-------- ADDRESS: ___,µ~· ~-c-=2'..,c.c,4..._.. .. -~-""-. --'----'--'~~-~~-1fy....,__.A~-\12~'&'-'-. -- &gjs ~_·_(A-• CONTRACTOR: (!Jc/2 .. INSPECTI0NDATE: __ jt)=--, 1 ,-....,l'f--i-r)_q~y ____ _ PLAN FILE:-~----~----- BI;,DG PERMIT: CJ:£5 • f) 2? //f OTHER: lNSJ.>ECT.JON { ) CGNCEETE ( )MASONRY ( )P.T .. CONC. .-C) FIEL:i) W~LD . , ( ) SBOP WELDING ·( )P1LEPRIVING : ()BATCH PtAN'l' ' REPORT# ----~- . MATERIALJ})ENTIF:i:CATION · CONC:MIX#/4PSI __ ~--- GR.dUT MIX.#i'PSI._: _____ _ MORTAR TY.PE/PSI. _____ _ STR: STEEL-'--. ______ _ H.S.BOLT ' '' /: ~.' - ) · MA~. BLOCK . ( BXP .. ANCHOR -----'--,---'--- .. ffe?T.~R. k1?fX!f_ELECTR~.~~-~~----· MATERLtl, SAMPLING-. ( ) CONCR.'l~TB . ( ) MORTAR · . (} GROUT ( ) FIREPR;GOF1NG ( ) MASONRY BLOCK .( ). REBAR ( ) STRUCTURAL STEEL ( ) BOL'I'S · , .. INSP.EGTION PERFORMED, JOB PROBLEM, l\'.IATE"IAL '10(::NTIFICATION, ,j:,.~QGRESS, WORK . .REJEC"fED, REMARKS , . ' . . ' ---' ' . ' , , . . . - \i. \ . CONSTRUCTION TESTING & ENGINEERING.INC. -' ' ' ' -" " --" --------· . -ESCONDIDO• TRACY• RIVERSTI)Jt • OXNARD • LANCASTER • SACRAMENTO_ INSPECTION REPORT . ' PROJECT NAME: -'---j/f-V'-. 2~'/~5_· -~----~ ADDRESS,.-~.&cl ~~ AA; -_ Ci112.?S'l?41J, -_t?(j: --' -r - ARCHITECT: __ 13/JEV.DJ.t, {;Uf>,,e:¥2 ENGINEER: · __ tib\l.!Jf1_ CONTRAC'rOR: --___ C,--'--'--(2..~f>'--,. ·------,,------~ INSPECTtON ])A'.fE: -/ 6. 'it/4 lf rf7 PLAN Flili.,E: --~-,---'--"-,-----'--"-------- _ INSPECTION () CONCRETE ( }MASONRY () P.T. CQNC. - :{ }FIELJ) WELD ' : ( } SHOP WE:LDING , _-( ) PILE DRIVING '.( ) BATCH PLANT. _ ( ) EXP: Af:,ICHOR -_ PAGEJ_opj_ CTE JO~ # ,/(J ~ i3~/rf?:j ·REPORT#. ----~- CONC.MIX#/PSI -----~ GROTJ'TMIX#/PSI'---~----- --' MORTAR l"YPEil'SI~-----;-"~-- ._REBAR.GRADE ;trzy:/~ ~ - STR.STEEL_~~---- H.S.~OL,T.-'--, --'-------,.____..__ -MAS. BLOCK'-, ~-----~-BLDG .PERMIT: ~-C_..{..,_..__i. ~--O .. ,,_--~-F---_ -3-+-/~lf----~----- ·OTB:ER:-'-', ~-----------'---------'-'-~-__ • ~0:T!IB:8--W~ -ELE~TR0DE~: -~~---- ' MATERIAL SAMPJLlNG • ' • • -~ < ( ) CONCRETE ( ) :MORTAR -( ) GROUT -(} FIREPROOFING .( ) MASONR:YBLOCK . ( J REBAR ( ) STRUC'rt.JRAL STEEL ( ) BOLTS' ,?,-,·· ---c~rtificatitm tsf Com~tta·ncir:~ AW Wdfk, -u~l~ss; otlietWise ~~t~d, ddmpi,iiswitn, tft(fappt-Ov~(f'pla,.; ~--a'·ncl speciffca'tionif anµ;----~ - the uniform btiildirig co Jt ' . . ' ' ' ' ' NAME_: (P·RJNT) ~~~.:Mµ~-M4~~L---'---7-- CERTIFICA.TION NO: ____,,___,_~-+-+---'-"---'-~-~ CoNSTRUCTlON TESTING & ENGINEERING, tNc. ESCONDID.Q •,TRACY• RIVERSIDE•. OXNARD • LANCAS'rER • SACRAMEN'FO INSPECTION REPORT PAGE j_ OF _L_ GTE JOB# /t)_,,, CZJrJ-?(j' REPORT# PROJECT NAME: i5:(S ,_ Ctle.1v11itn ~J:s Y~ -IN_s __ P_E __ C...,.TI--.~-N-, _,_ ......... .,.._-MA'.-.-TE.,...RI.,...·.-A""""'L ..... ID-E=N=.T---IF-_:::Ic:::a_.-T-.-r-o--.. -N-=--,-= ADDRESS: . 7:k2 /~ JM!:, . r)C_·c_ONCRE·_+TE··. · · .. ·i·oc"-.,I) "'J."': . ~ ~ / V . 'CQNC.MIX#!PSI ~ ~ 'V ', V ,t' I ''' Jfl Lw7{_$/411.,,i N'J · · . · : · r . VDlu · /Jnp j "'f1 u · { }MA,SONRY ARCHITECT: . /3W/J.L£ 6Vt:£:;7t2 ( )P.T. CONC. ENGINEER: ·..D.e/2 Jiff , ( ) FTELE> WEL];) CONTRACTOR:.. e_,,e(J ,( )SHOPWELDINO INSPECTIONDATE: JD /11p/4g ( )PI.L:BDRIVING F I PLAN FILE: ___________ _ BLDG. PERMIT,: ----C-· 13_· --~·l,,,,_1_,'1_.-z~J~i-f ___ _ . OTHER,_·~--------~-~~ (.) )3ATCH PLANT . ' ( )EXP:ANCHOR' . ( J'.')'I'HFIR MATERIA.L:SAMPLIN,G , . '-;" . . -~ . --. ·: GROUT MLX#/PSi ____ ~_ MORTAR TYPE/PSI. ___ ~-- STR. STEEL -----+---- MAS. BL9CK~. -------,.-- ELECTRODE'-.~~-----. ' ' ('>( CONCRETE ( ) MORTAR . ( ) GROUT ( ) FIREPROOFING {) STRUCTURAL STEEL _( ) BOLTS· , . ·. . _(,/ ' ( ) MASONRY BLOCK () REBAR . ,INSPl;CtlON PER.FORMED, JOB PROBLEM; MATERIAL IQENTIFICATION, PROGRESS, WORK~i;J~CTED; RijlVJARKS· ... . -. -~ - . , · Cet1ificatlcm 6fCotnp!ian~e: All work; unlesi,;, e>therwise noted, corhplies:vvlth ·th(;) c:1pproved plan$' c:}ncf:specifit::~fions an~· . · , the uniform building code. , · · · · · · · · , · '·· · NAME: (PRTNT) ---,~"""-"'~~~=-~~-~~- CERTIFlCA::Il(}N NO,: -"-~--+~f"-F-""-W--~-~~~~ C:oNSTRUCTION TESTING·& ENGINEERING, ~Ne ... ' ._ " -. ' . ESCONl>IDO • TRACY• RIVERSIDE o OXNARD o LANCASTER -o. SACRAMENTO INSPECTION REPORT PR0IBCT NAME: JS" Is ~~~~------ ADDRESS: flt'.417.M/4 c; G:'4Y-ZcAL r dlVC, 2b¥l-. ~llAoAy ARCHITECT: (f L-,€U 1£/V J ENGINEER: , (Jl8VIA/,£. ~MC;. CONTRACTOR: Cl?IY f/;4-tif/V.QL.'f"" INSPECTIONDATE: ~/::r0r PLANHLE: -~----.,------~- BLDG. PRRMit: COd~Y//S-:- OT~R: . . 7_£' ~ ?-''{~. _· . ~SPF;CTION . ( )CONCRETE ( )MASONRY, , ( ) P,T..C0NC. · ( ) FIELb.WELJ) . • ( ·) SHOP WELDiNG · i( }PILEDR:iVING,,. : ( ) BATCH PLANT' ' (.) :ExP. ANCHQR . :() OTJIBR ... MATERlALSAMPLiNG PAGE OF CTEJOB#/O;. ?Yf/J:-"~ REPORT# -~---- . , MATERIAL IDENTEF1CATION, . .. CONC.MIX#/PSI ,, --~---~ GROUTMIX#msr_·_· ____ _ REBARQRADE_· ·--~-~- S'liR. STEEL _4___ro-q, ftJ.f!; .RS.BOLT~--------'-~ MAS, B.LOCK'-----'--'--~- . ~LECTRQ~E F,7//r d ( \CONCJWTE ( ) MORTAR ( ) GROUT ( )FJREPROOF'.!NG ( ) MASONRY BLOCK ( ) REBAR ( ).STRUCTURAL STEEL. ( ) BOLTS lNSPECTIPN PERFORMED; JQij:'P~e8t:6M; MATERIAL ·IPl:NTIFICATION, PROGRESS, WbRK,REJECTEDi REMARK$· • . ~ : L/E:fll P:t"&;g W~L/26& _ G~/z-r:f'.7'-/?/?a c,&'J r ? 70' <-:LC/<: /1,4--h TAJ-d. /6 /?£ ?C~ 4 ,€7 /z?,-f '/ ' c·ertificatio~, of C<;mipJiance: All ,W6rk, eiriless otner,wl~e noteq, cortlplies with the ap ,<;>\fed; p ns anci, specjfications and , ·t_he unif<>,i'm l>ujldihg, code. · . . : , · ~ . :. · .. , . : · · ... . . · . · , , • . . . ·. SIGNA;, C'oNSTRUCTION TES TING & E-NGlNEE'RING, INC. --. ------- ESCONDIDO •TRACY• iUVERSIDE • OXNARi> • LANCASTER • SACRAMENTO INSPECTION REPORT ARCHITECT:-~------'--------- ENGINEER: _ ______:::,{f;.::::.._. -£~·· ~/.:_-_V--~=~"--N-----'='....J'-' ~--- CONTRACTOR: t);t;<.,r;1 &'f INSPECTION DATE: / cf /7{ /2· J> PLAN FILE:-~---------- BLDG PERMIT: Ct? 0 7.,7'/_/ 'r': OTHER: . ,:C/#tl/14/Y ,( )P.T. CONC. : t ) f~LP WEtD- . ( ) S;HOP WELDJNG . l 1() PILE DRIVING_ . . , ( ) BATCH PLANT ' - '( )EXP.ANCHOR · : ( ) 0'.f'.HER MATERIAL SAMPLING PAGE OF CTE JOB #LCJ ,., 97 YFG REPORT# -------. MATERIAL IDENTIFICATION CONC.MIX#/PSI'--'-~--~- GR.OUTMIX#/PSI._~-~-- . MORTAR,. TYPE/PSI. ___ ~_ REBAR,GR.ADE. _____ _ MAS. BJ;,OCK._· ----~- ' ELECTRODE._.,____~--- ( )CONCirnTE ( )MORT.AR ( }GROUT ( )'FIREPROOFINq', · ( )MASONRYBLOCK ( )REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INi.Pi;~T,ION: P-~Rli:ORME_Q;',JOB· PROBI-EM~-·MAT~RIAL IDEN:FIFICATION,, PROGRES·S; WORK-REJECTED, REMARKS . ~ ,·::.· .... -~_'..: :, ~',.•,' '_-,'_ .·'·, ·,',,_ -.-:·,~·~ '\',,.-,~ i,~' ',.,~,,, . , ' ,, . ' ~ -. 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INS,PECTION PERFORMEOr JOa 'fiROBl-EM, MAJ;J:RIAt ID.ENtlFICAt!ON, P~OGRESS, WORK REJ~CTEE>, REMARKS ,',' -·· -.,,._,_ .. l,,y e-,~~/?V ltf .;Z./V' J eE <"V ct.,,V, -)£___.U«-=,CJ,...,./l'-=-. 1_~_-_/_GP'-=--'------=C'--=o"--'c...=-=..,cu-c--/11..---'--'· ./V_-----,----"L?.=-· -"-'-~-'.r:,__, "£=---~l'~'--~1:'--. ~<s~· .-__ c~-.. ~L_£:~. ;~_; _N_· -f'-----'A_..;-,,.e_. :.r=--=c'----_ CJ;C o 1;;e3 &, r-. f?l/ ll(. ?-0 Pl a G//V ,:-c17c. #. r C:r't aC,,[_.T , C~rtification of CompJiance: All work, uni~$$ .ottler.wi~~-,not~q;. co#)plije~. wit~: tpe. cjpprov -Jar:iS. and specificaticms-arid the unifortn buil~ing co.de~ _ _ . _ ._ ._. . .. · . CoNSTRUCTION TESTING & E NGINEERJNG, INC. ESCONDIDO ®TRACY() RIVERSIDE () OXNARD e LANCASTER 0 SACRAMENTO INSPECTION REPORT PROJECT NAME: )$/ OM,t_#/~[~e. U -f, ~&Is ADDRESS: ;J:2 8;l fu/t.Ae/47 du t' ~& . .{s/,/1-ef ARCHITECT: IS !eu1i1.s G);ed ;kc--£·iec£. ENGINEER: Deu 1:U. £.51~x.1~ IA c CONTRACTOR: c::: K ,a / ~~ INSPECTION DATE: //-& -08 PLAN FILE: ____________ _ BLDG. PERMIT: a oi 51; x OTHER: CP-f cdo-6tt:.. T/#1.K I/dot fr~.r INSPECTION ( )CONCRETE ( )MASONRY ( )P.T. CONC. ( ) FlpLD WELD ( ) SHOP WELDING ( ) PU£ DRIVING ( ) BATCH PLANT ( )EXP.ANCHOR ( )01:@R MATERIAL SAMPLING PAGE_/ OF_l_ CTE JOB # /O -?j 'Y,!l (3, REPORT# _____ _ MATERIAL IDENTIFICATION CONC.MIX#/PSI~------ GROUTMIX#/PSI. _____ _ MORTAR TYPE/PSI _____ _ STR.STEEL -------- H.S.BOLT _______ _ MAS.J;ILOCK-,--_____ _ ELECTRODE ______ ~ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSP.ECTJON P.ERFdRMED, JOB -PROBLEM, MATERIAL IOENllFICATldN, PROGRESS, WORK REJECTED, REMARKS ' 1, ' '~ :. , __ ,.,'.-. -~--•• _, _, • ,' ! ~ -.~ • • ;'. • • • • • //).S,PIZ-Cte.el 7ti-L ffe,,64zt..-/&S~/ld-t~ -zi'/L. c,-ateftb?d ~.., ¥dr'h~ ,&1 L~ 4_, .d'. s-/4 3. 5 N g;~f-'4 Ak-+ ~£/4; /d~/ S' -t~K e&l'kf Pj&-1~~#<R ~ ~-af7,dl,U[ £.x..~s: ~~ /~S . ~~ ,,..2.e-z cr,~il t.uU-/1~ks ~"<-~ ~ ~ &_.,6,tll(. µ, o ..v--e A& /-,rl~--~t,?>#(. $)'a t;/2:zL~l"!-efs M <>A4(_ I 2 2. Qt:'.\. Mt.S. Certification_ .ofCompli,mi::e: AH work, urile~ othel"w'is~ aiote~, ~omplies with the approved plans and specifications and the unit9rm buildiog,_cpde. . NAME (PRINT) <{)/T>u.~ g /tz.L. CERTIFICATIONN0:.54 /C,c ogs;;l'r:2¥ SIGNA~~ CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY• RIVERSIDE • OXNARD c LANCASTER e SACRAMENTO INSPECTION REPORT PROJECT NAME: /.S.5:, / ?/2,,v?Md C#q,/2 ;;_,M5 ADDRESS: ;?~ ~d .ntr1./J44y .#v e.... h/t,/4~.,.d ARCHITECT: gkv1,\_s L&<-hee/ ;f~;~ ENGINEER: D€ UpA.( hyL~IA-./4 INC.- CONTRACTOR: C ~8 P//'dM&s INSPECTION DATE: __ ,___,/J~-~7_-~o~g~---- PLAN FILE: ____________ _ r BLDG. PERMIT: -----~-B~· 0~?--3~L~l~1 ___ _ JNSfECTION ~,~QNCRETE (.) -MA,SONRY ( ) P. T. CONC. (. ) FW,:Lt> VIELD (, i,SHO~ W$LDINO ( ) rit1t':QRMNG { ) BA'fOH\fLANT ('):E:xP .. ANCiIOR 'I ,·, ( }9tH!E~ .. MATERIA:t SAMPLING PAGE _f_ OF :2.. CTEJOB # /t} -'l,JY8 G REPORT# ------ MATERIAL ID.EN'f'WICATION CONC.MIX#IPSJ.3'03 l'.V6f' (? 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ESCONDIDO• TRACY e RIVERSIDE e OXNARD • LANCASTER e SACRAMENTO INSPECTION REPORT PROJECT NAME: /..SS/ IJ,t..e#t,lCf!l!ti,r;.;,_fr ADDRESS: 2~~.2 F,,,..~,,_y 4 ft,/ e__ t:~1sJA<1 r ARCIDTECT: ~ /-e.v/,,1.s Gk~( #~,iccdf ENGINEER: fleu1~ /£..,,7/"-b/C/~ l~c. CONTRACTOR: C. R iJ I: ~11-f.K s:: INSPEcnoN DATE: I 1-?--ozr PLAN FILE: ------------- BLDG PERMIT: ___________ _ OTHER: _____________ _ 1NSPli;~TION ( )CONCRETE ( )\MASONE:¥ ( f P.T. CONG. ( fF.r.EtD WELD . ( ). SHOP WEJ:,l)JNG ( )PILifli>RTVING · .. ( ) '.B:A:,t~It PLANT ~ ). ~XP; A.NCHQR : ..• 'MMY·~~ /;j.L ~-"-'·'K . . . : • MATERIAL SAMPLING PAGE_d_OF_,2__ CTEJOB #/o -7 3-Y.8 (2 REPORT# ------ MATERIAL IDENTIFICATION CONC:.MlX#/PSI ______ _ GROUT MIX#IPSI ------- MORTAR TYPE/PSI _____ _ REBAR GRADE ------- STR.STEEL _______ _ H.S.BbLT _______ _ MA$.BLOCK~------ ELECTRODE _______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFINq ( ) MASONRY BLOCK ( )REBAR ( ) STRUCTURAL STEEL ( ) BOLTS IN~Pec::riQN)>~~6ttMeo~·JOElP~()Bi;;l;M_, MAt.EfRiAt. 1be~triff10Airlq~, PRO.GRES$, WORK REJECTED, REMARKS ,_,',:-_~---. -,.'. ,, . ' ' ·-~ ·.:,,:·,,*" ::~ ,·, ,'. ,--,.~,, -~!,,'<-_.. --• -'·--~ Certification QH;9""piiafl~i Ail work~-u~,~ o~hetwi$Enioted, CQmp!ies with the approved f)lans and specifications and the !Jnifpr,m p,µi,dinu<~~~-' . . , . , ·. , . ·. . . . '' ., -' -' .. "'" ' ' -' '' ., ' ', . -. . --, NAME: (PRINT) 0 ~/J't)/ /( dJ1r.. CERTIFICATION NO: .SC, i). T:2 JC. C.. r, 8,£.f) T ~.ft I CoNSTRUCTION TESTING & ENGINEERING, INC. -. --- ESCONDIDO ~-TAACY • RIVERSIDE • OXNARD • LANCASTER • S.ACRAMEN'FO · INSPECTION REPORT PROJECT NAME: J,_· -(..,-f'--"-J:..._T_-------- ADDRESS: f'l/-14,,11n,u1c € f.A.TJ:CA-,L er 2 z;., ~-/C'-/J-,-/ZJ4--(24y ~ ARCHITECT: a=: L C:-lLL /\,,I . ENGINEER: -REVl!'/Vf CONTRACTOR: _ C../c 8 INSPECTION DATE: -.-?-/ //¥ /4} PLAN FILE: ------------ BL b G. PERMIT: ~cc: o 7·3 //K. · OTHER: . 7/ 2_:' 0 _6. _ INSPECTiON - :( }CONCRETE ·c )MASONRY ;{ } RT. CONC. · #IELJJ:WELD . ; . ' ;(·}SHOP WELDING :{ ) PILE PRMNG_ '..( JBATCHPLANT · i( ) EXP, ANCHOR :~~rI-IER_ MATERIAL SAMPLING ~'" --, . PAGE OF CTEJOB#/O·--~r;;rc; REPORT#. ~----- MATERIALJDENTIFICATION CQNC.MIX#/PSI_-_____ _ GROUTMIX#/PSI'--·· ...,...-,------,-'----- . MORTAR TYPE/PSI ___ ~--- REBAR GRA:DE~---~-~- . ~~~-STEEL. tJ:7:' ( ·_ ·ms:m,a ½> J707. MAS.BLOCK ------- . ELECTRODE ______ _ ( ) CONCRETE ( ) MORTAR ( )GROUT . ( }FfREPROOFLNG ( ) MASO:NRY BLOCK ( )REBAR ( ) STRUCTURAL STEEL ( ) BOLTS . INSPECTION .PERFORMED, JOB P'RoaLEMj ·MAllERl~L IDSNtlFIQAtlON; ·PRO.GRESS, WORK REJECTED, -REMARKS ' • '. ' ~ ' • ' > -' ·~ ' -, • " ' OIV _ J /7'£ r:-o/2· &J~L,R/A!'C p g-;,ze: c77 a/\;;" :!.7 IY"tl j).P cu er«-,. Certifjc;ation of'Corri'pii~Jlc~;. Ail wc;,r.R:~ .unle$s ott1er:wis~.t1oted1 .comp!fes---wi_th tbe,.i!lppr6:veq - the uniform ~uiid!n.g:_code. · . · : : : _ . : : .. . 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GROUT MI!X#/PSI'--. ~--~--,- MORTAR TYP):l/PSI~~--,--...,.,__ REBARGThADE.-,---'----___ _ STR. STEEL A-:::r Q - '. ( ) PILE DRIViNG -? / It ~To/~· /4,'J'd / · ( )BATCH PLANT MAS.BLOCK /~_/Tl _//~--·( )EXP.ANCHOR -/ · ·. · -;2£,Y---OD .C?fOTHER,,f'./'t.1¥,Y ELECTRODE _-_-. -. • - MATERIAL SAMPLING- ( ) CONCRETE ( ) MORTAR ( ) GR01JT ( ) FIREPROOFINq-( ) MASONRY BLOCK ( ) REBAR ( )StR:BCTtJllAL STEEL ( ) BOLTS .t ', ~.--_, ~ .. ' iNSPECTION·,P:ERFORMtzO; JOB ·PROS~EM,1Mf\''f,ERIAl; lll>l;NTIFICATION, -PROGRESS, WORK REJ~CTEO,. REMARKS '., ' '~ ' • • , • ' .i-~'-' i -. . '· -•• : ' ' . ' •• 7'f 6.11? j G /CV;;;.!}' /'1Z£r'-· ?_ J:#J: ~A-L4-/-9-// (}'"/Y' _ ¥r ~A:...T /.J-3a7 e 2-C:OL{A~/V 8 _4,ff/2-c;X A or.f ·:x,-s:: 7!1',, PS--f :lo/" /? 4 r.:tr:J "To74--'-o--e tR 41--1 ifoLe s 8/o'~N f t?fi~n-/~o t {)~ &1 %/Le£ ?/2-Pf/ll -ro 01 <lKY .-. I" L 4 c~m G'r/r: .:Z-YJ/ A '--LA-v,:7Y( ~ Atu:o_ 15/u)Cy e o/;-d?tA/ e_ ;::(v4-/7'r;s' '3.' S-:-,N /+ J J e-r (..A///# Herr£/? 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ESCONDIDO • TRACY• RIVERSIDE.• OXNARD • LANCASTER • SACRAMENTO INSPECTION REPORT PROJECT NAME: J s Ts ADDRESS: j?//4/l/11 /4C le CA.,,-7''/ CA-t...rf ARCHITECT: .J?. c_·_ A . 7 µ c.' ENGINEER: ___ O_E_. v_· _1/V_-£" ___ ~_ J2.. ,<"!'::> ~ .,;? /7 /.? CONTRACTOR: r: £CZ. r.__r,·~ --------~-- INSPECTION :O AIE: __ /~~~0_/-=g:-""fa_q-=~'-----~~ PLAN FILE:-'-~---------- BLDG PERMIT: Cff·t) 7.::J //V OTHER:· · _ ~0~ / (J F ;2__. '.INSPECTION ; . : ( ) CONCRETE ' . :'{ ) MASONRY . J J P.T. CONC. ( ) FIELD WELD { ) SHOP WELDING ;~) PILEDRTVING :. ( ) BATCH P.LANT ' ( ) EXP. ANCHOR . . ' ;'VJ OTimR £/'ux~y 7tro o ,, ,2 / o-t) MATERIAL:SAMPLING PAGE. OF CTE JOB# /0-~~QG REPORT# ______ _ MATEIUAL IDENTIFJCATION · c;:oNC.MlX#IPSI~----- GROVTMIX#IPSI._____ ____ _ MORTARTYPE~Sl._· ____ _ 1-µS.-BLOCKs...__~----'--~- ELECTRODE. ___ ~--- (. ) CONCRETE · · .(. ) MORTAR { ) GROUT ( }FiREPltOOFmq ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( )BOLTS . l~~P~C'tlON;i?ERFORM~D. JOQ ,P~oa~M;:~Tl;~IA~JQEt,Hii=ICATION, .PROGRESS, WORK REJJ;CTED~ REMARKS " ' -"-' .. -,, ' '' ' ' ' ' -. ' :: ,,~ -;-, -. .;{__ /lll /~(l,t_~,r e-4-,e-;::J,,M~ eJz~.r/~/;p' ~ $/o~/'-,' ,4/\,/ .J'T,A-L'-/Yi~.,.?£'r &if',"2. -,/J,Z~ : o.ertifit'a(it;,Ji.,at .fa,mpliail~t!, j.11,.w~tit,, ii11Je~s,9t~eh~,ti~e: ~ot~~. compli~i witn ti-ie . .appro .. t(p ns anq specifications and tti~ ,911,ifQrh'f buiidin9 «::o~E?-:. _: . .· -· · ·· , · · · · · · NAME: ePRINT) . A. _j,--~ E' ~ \ .. CERTIFICATION NO:. ~J/ C{ c£ 6',Y/4.-4(. /'. · I • ' • .1'::"1T.,_,ri.,...,..-:,"..r-tT;l1711,.TT...--t • ...-it 1"'1A-.,n,-...,....'ll"'T'~mT...-:,,.,..., T.'1-..,,-.;-,o-iraa.~.....-,-.-,,.,r_-i,.,T,....-rr,..,:.,r1m...--..'T,-., n. ,...--...T=::w-........, ,-.,nr,..--. ..... T CoNSTRUCTION TESTING & E,NGINEERING, INC .. ESCONDIDO •TRACY• RIVERSIDE • OXNAR.I) • LANCA:s'l'ER • SACRAMENTO INSPECTION REPORT PAGE· OF CTEJOB# /0 ~ fE<:./.lfG REPORT# ------ PROJECT NAME: _-:r._; _J~·z;~J ______ _ ADDRESS: /Jf,//J/2/'1'1,4 C -!?Ur I CAL f '. iNS,PEC'FION : ( ) CO]'qCRETE '', l.YIATERIAL lIJENTIFJC:A,TION CONC.MIX#/PSI~~-~-- ARCHITECT: --~S_: ... _C~ .. _A_.,_._· ::Z_· _N_ .. _C~--- .n)-. ENGINEER: ·V/t= ,V / NE I ( ):MASONRY . ( ) P:T. CONC. .; ( ) FIELD WELD MORTAR TYPE/PSI~. ----- CONTRAC'FOR: ___ ft.L-9'--i ,,=Ec,._;·_c=-,· ~_c,_.·' _a."'-'-, :g_· - INSPECTION DATE: ___ //-#--0~/~='; _,,,_0~-•-t}~j)_· · __ _ PLAN FILE:_· ___________ _ ( ) SI.IOI> WELDING · STR. ST.EEL . :() PiLEPRlVING ;t,7-· -,--/,.7:'f/,~-, .. ----'- . ~ :?" <r . A 3 a Z ( ) BATCH PLAN; .. BLDG PERMIT: OTHER:~~=/1=-·~=--=~ =4,==(I'=,Z::=£=.=====-= '( )E~.ANCFJOR M.'\:S.BLOCK;....._~----- ' :MorBEit !f 11.oxY .. -ELE0TR:ODE---,-----~- MATERIAL SAMPLING' . ( ) CbNCRETE ( ) MORTAR ( ') GROUT . ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL ST~EL ( ) BOLTS --+-- INSPECTION PER;FORMEb, JOB PROBtEM~ MATERIAL. IDENT:IFICATJON, PROGRESS; WORK Rl;:JECTED, REMARKS ,; ' "> -' " ' Certifitation. of Oomplia'nce~· All wprk; unless otheilwi$e noted;. tomplies. with the.appro the .. uniform. bLiilQinQ ~o~e; . . . , · · · · · · · · · · · · ----------· -_, _______ ----·--" ~ c •. -------· --------- . CoNSTRUCTION TtsTrnG & ENGINEERING, INc. · , .. . ESCONDIDO,• TMCY;, .:8:WERSID:it • OXNARD o LANCASTER o SACRAMENTO INSPECTION REPORT PROJECT NAME: J .J ::Z: ( ADDRESS: e//4--/ZMA c_ E'47ZCA:L-f ARCHITECT: __ B:_ .. ,,'--------'c_,_. _4:"'"""."''---~4-'-'. N''----·=-c·_~ ENGINEER: l)~V /.N;i/f" ---~-~~--~-- CONT RAC TOR: . C.,jc /Y -~/,~ __ t',~~ /~,~~ .... -0. -a-,,-·-c,-- INSPECTION DATE: --,--~---"--#-'~~_o __ _ PLANF(LE: ___________ _ !:lNSPECllON: · •\ }'( } CONCRE,IB ic),MA~oNRi,:· ~' , ' MA:.T,ERJAL SAMPLING . PAGE. OF , . CTE 1013 # /"CJ, 7ff Y'~G, REPORT#~ .. ~-"--,-~~ . . . MATERlt\LIDENTiFICATION .. '@ROWMIX#/PSI_. --~--- .. M0RT.I\RTYPE/PSI'-----~~- ( ) CONCRETE (.} MORTAR · ( ) 'GROW ( ) '.flltEPRdOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL ST.EEL { ) BOLTS v· Ct$J/51lJ/ lv'P P /e-£ ;0· . ~· .. ~M fTA-Ll,,~<J'/V --o~~ . . . ·y· ~--10-:: 'T e . C::aL4~/1/' . IY/4-s-e; /'Lr .e A-l'-f/12oY 'J: J· f ,4.,tY! ~ /+. . O 9'$ J E/e,V$',c7 . £.-/Z ~C// P'/Y o P t,,v-1!?£. .. ,2~.--;? .-A--tf TJ:7"-U/}?, $OL /fvC J/VwC:. Certification o(Q(;)mp!iar'!4e: ,~iJ:~g~;;u~l~~s .. ~th~i:Wi$~ ,n~i~:ci C,6rn,p}ie~with· .th~:·~PPl'.Q)'8 ',• ''~ns and• speciflc~tiQ'flS an<:!' .. theoniformQuil(Jin_gcQ~e. ::. _.:.-:,,. :. ~ .. , .. ,.:: : .. : :_ : .. , ... · -• · ., .. :· .. : ..... :".' .. · _ .> ... · .. ·. · NAME: (PRl.NT) .. ~ h..-.. ' · M. · . ' , cERTJFICATIONNo: #:~~)7<rl//-g~ · scz ~----------'-', -~-------' _._. ________ :z'----·--------·----------, _____ _ -~'19/2005 11:10 #0372 P. 003 / 004 CONSTHUCTION TESTIN!G & ENGlNEERING, INC. CIVIL El'iBINEERIN6 l li~OTECH!HC~L ! ENI/IRO.Nt.lEliTAl l cosmOtTIOM lNSPEtTIOff AND TESTING t SUP.VEYl!fli CLIENT DATE ARCHITECT Isis Pharmaceuticals 11/19/2008 Blevins cubed Arch. ENG1N1:1:ri Devine Engineering coNTilAcroR south bay welding ~-. · · PR~m; Isis Pharmaceuticals ADORES.S 2282 Faraday crrv Carlsbad, Ca. !I~~ JOB# ~~ BUILDING Pl.iRMIT/OSA/OSl'lf'I)# CHck hE.·;·~ to E;~ter text. PLAN Fite ttN/ A w.o.# N/A ~--_,, ...... , ••• ,. ,., •• ,.,_ ... ---, .----.·--· ... ,_,,._ ,'''',"' .,., ... ,, ... ,-.-, "•: •• ··-··-•• ----.---.,, .. -·.-•• ••• ,,· J ''" 7.ul,;i~f ... , ..... ,...,..,. •• ,~ , .... _,, ,.•r ·.,··:"-.· ... · ... •~-.-·-·---·~· '· '1•• l~SP.E010N ., ._ · · ·~AMP~ES 1 •• ATV.. . . . ;' · . .. · ·;· . .' . .IVIATERlf'![;DES:<;R_IPJlON-. ." '..._. , · .. · .. ·:. . ,··:'*&\,.,. . . .. CHECJ<LlS'.f. · · .. · ., '• ,;. , •1; O ................ ,.,. ....... ··-·· 0 • ,,., •• .. OMOO _____ .., __ ONOM•••·---•M,.,_, __ , .... N•~•• .. ••• .. -••'KHN ,nooO', 0 .. ,., •• \ •• ,-.. , ... _.,..., .. __ ,\_,,_, 00.\0 ,, •' O .e-....... 0000 .... I O O • 0 ,o•. M00,0000 IM .... I,:_,:, N.D.T. Ultra Sonic Steel, Plates #A~572/ Grade-SO Steel, I-Beams # A-992 Electrode: # E71 T-8 Approved Plans Available Ultra Sonic Test SNT-'.fC-lA REMARKS: Preformed Ultra Sonic testing of "Complete Joint Pene~ration" welds on cat walk as shown on approved drawings for project. Welds passed per ''G.R.-U.T.-01. Work on project is ongoing. ----,-----,t----- CoNSTRUCTION TESTING & ENGINEERING,INC. ESCONDIDO: •TRACY• RlVERSIDE • OXNARD • LANCASTER • SACRAMENTO -" l ' --, ' • ' - INSPECTION REPORT PROJECTNAME= :Z~r zs ADDRESS: /J/,:;J-,4/2/Ylf4C: etA-7/ CA,,-Lf"' 2Zit;2. F/.tl24-PA--z: ct.4-aL :r «At2 ARCHITECT: g c_' A.. ::zµ L ' , ~ ' ENGINEER: /)EU//Vf CONTRACTOR: 6/2 J INSPECTIONDATE: ///2G-/6 J ~ . PLAN FILE: ~~-~-------~ BLDG PERMIT: . cg a·] 7 JI 6( OTBER: //0 O '"" Z" < G Q . , ' . ' . INSJ,>ECTlON : ( )CONCRETE :.(.)MASONRY , · ' X )P.T .. CONC'. ' t • • ' , ( ) FIBLD WELD l ' ' ' '.:( } SHOP WELDING / · '( }PILE':(>RIVINO " ~ ' '. ( ) BATCH PLANT · ( J EXP. ANCHOR . ;,{}OTHER -.. ; ------·, . . MATERIAL:SAMPIJIN.G PAGE OF CTEJOB# /Q.; 9:1~ REPORT#_·-,.,----,---,-,---- MATERIAL IDENTJFJ:CATION C0NC.MLX#JPSI __ _____,_...,__~ GR0UTMLX#/PSI ____ ~~ MORTAR TYPE/PSI._~"-,---~ STR. STEEL ,A· 9 7 4 A·7f{ H.S.B0LT ~ ..t /1J ,2.f . _ MAS. :$LOCK -------,----- ELECTRODE_'-----,--'--~--- ( ) CONCRETE ( }MORTAR C ( ) GROYT '( )FIREPROOFINq-. ( )MASONRY-BLOCK ( ) REBAR ( ) STRUCFURAL STEEL { ) BOLTS . ' .. : iNSP~C:TfON PE:RFQRM~o.)oa:~RQEJLEM~.:M,A:T:~~IAL:ID~NTlf i~ATION, PROGRESS,,WOR,K REJ~CTED; REMARKS ' -. --· -:---_ ' _, ,_ --,,,.._ --· -.. ---·· '.,-__ • •• .1' ' ', ··-,.. • ••• ; ' '. -·' • ' ' • • • ... > ' '/' . , C/~ · .& CF~~ E /i.E c7/ tt/Y" _ <J7:" - c~rtifi~fitin-~fc6Mp!i:a'rfcer Alf ,wotk/.~ol($~ 9th~livi~e-1n6ted.; -$om plies with the a ppr ... tlje t1riifdfQl_~~ .. ~~ng:c~d~( ; --: '. -~ . :< . : .. "; /' ; ' :· ' :_. . ' ·' ' '·. . :. ' ' ' ' pla1:1s and spec;ifieations ~nd . · NAME:&>.RJN'I} / · _ • · h .c·. -. _ ,I! SIGNAT CERTIFiCATIONNQ,· #<r?:' (};3 o¥/4 Jfir. ' .. '" . " -.. ' ' ~ ----.---- ·CoNSTRUCTION TESTING & E·NGINEERING, INC. • --' ------• -------< .. -',' ••• ~~--', ' ' ' ' --., --_ l." ·.---• ' - 'ESCONDIDO • TRACY. IDVERSH>E • OXNARD • LANCASTER • SACRAMENTO .. INSPECTION REPORT PROJECT NAME: ~7'=c-'~J~7=-=J _____ _ ADDREss: .j)// A/lm /.iC Et-t7+C<::./4L .r 72-J:.2 . ~nlMJ0/JY CA-t2-?r1r4p ARCBITECT: . ll C .~ ,4 .-:uv C ENGINEEl{:. . i2£t.,,t ~€ :rns:i>ECTION ·, , ( ) CONCRETE. I{ )MASONRY .( iP.T:CONC, · • (.) F1ELD WELD PAGE OF CTE JOB#/(} r 9It/JI 0 REPORT#-~~---'---- 'MATERJAL IDENTIFICATION .CONC.MIX#/PSLc__, ~-,--=--~- GROUT MIX#/PSI __ ~--- MORTAR TYPE/PSI --~~-- CONTRACTQR: Cle'/$ INSPECTION DATE: // ft' 0J REBAR GRADE-'-·-·-~--,--- . ( ) SI:IOP WELDING · · . STJ.t. STEEL~O-' fr$~· .( ) PILE DRIVING . ' PLAN FILE:-~---------- /--' f? ;,?//~/ BLDG PERMIT: --'-'·~=· --~"-.· · .. _0_7.-'----='...J~ •_,L<e.-.,------+-- OTHER: · 9 A--J.-0'9 o· . ~--~---~----- ( ) BATCH PLANT .( ) EXP. ANCHOR . ( )O::I'HER MATERiAL SAMJ>LING 'H.S.BOLT ___ ----'-----'-~~~ MAS, BLOCK_· -----,---~'----,--'- ( ) CONCRETE ( ) MORTAR . ( ) GROUT {) FIREPROOFlNq-( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL. ~TEEL { ) BOLTS ' ., ·. 1N$PJ;::c.:r,,o~ fi;~fQ~M~~,}<>~:.~R0!3~~¥.~ MATE;~iAl;.-.OENflFICAtlON,_PROGR(=SS, wq~K. REJECTED; REMARKS : ¥ P~/!rir/Z./A!?GtO u, r.JurH.. 'Jd'#J P ~c:r/ o"Y cJ-tC" LAdeLJPr.r __e · · '7h~e &Te¢L n · T4&* J:rtib£ E/24"fr0Ntr er , C./~ff/M:Z:C'4'b 7AHI< . /9!12G""A · e . . ' •. ~ . ' PG/l ff.1/v ." p;.,, L $ h1. e er tJt? 6xr<-e Gz:; CA,/ 4f?'£t2 tAJ/3t,OS:-,;J/Y--/~.£' //1 /2G;< tfJ-v..1 :J' 0/r-/ /2 £(? ~ itfiG /74 6,v-7 r ~ r-=~A/vl1e C/V;5't.,ps-7'CJ·~· ~a/P'l/2-t,-/E'Tc ~ . ff_ · ~ P/ZA-;n.E · o /' CJ r C/>1:c.,. ~A# J' w-6L/;J/IY' -~ . /??ZaG?Zt;.JJ.,.-/1-Jr PG~ 7' Y < £ --:7'-wa cr,;zµ.,q;-~rlf?. WV',~t:..-t::J'lf5/2J".. o;v-J:--:--/re: l4 J---.<.;vc. df'.7 // ~ ~ rcA-t,,..) ~-<oe-~:..rr . Certjfjc3ti~n ,of¢0,m,pliat:1t{!.:,,AI( WQ.f.~; .:i:.inl~ss,oth,erwise. riot~d,.:~oinplies with the. ~ppr,oy . tlae urit9rtn;f.lµi!~!Oa,~09e~· ~·" · . . . . -~ . · .. • .. . . : . ·: ·: . . . . · , . . . . . ans and .specifications arid: 1 ' ' ' _...,_....,....,,..., ............ T'll'l.r.'11 A .... ~ '"'-_,......._TL"'tm ........ ..-Th ...... -.::---T ....,._ ........... ~~ ................ --¥-......,.,..;.,,,-.......,._._-.-_... ,,.._ _._..,....,. __ _..._;_. __ ..,.. ' ' l) . ' CoNSTRUCTION TESTING & ENGINEERING; INC. ESCONnIDO •TRACY• R'IVERSIDE• OXNARD0·• LANCASTER • SACRAMENTO. INSPECTION REPORT PAGE . OF . . . /t; ~ /o / .:l ~~: :_/i_ti_ ..... _Ya..,--1:...,.,.· -~-~~c;. PROJECT NAME: I J T. J' u --~-,;;.:S--P .... ~C..,._~".""'IO--· N ...... :·--· ........ ---· --MA'.,.......,.TE..,..', RIAL-, --_-. ID--_.·· -E_---:NT __ IF ___ I---C--:A,T __ I __ O __ N---,...; ADDRESS~ /7//,41/1,(14,1 <:;_£(A "}7:(:..:4-L f. : ( . ): ~ONCRB'.T~ 22,z.: .h.#../Zn--..' ·_. ·CV-,._ ·v. c.. --:4-1'2., '-.·rtr-4-d .· · · · •' --9 -; ( ) :fY,IAS,ONRY ARCHITECT: __ __,,~cc...·-~ ~.-c..c...~ _/'r~·<--=:z;.-· ,L-N.c__o.c-. _ 'c' c· · . -, 'JP.T. · ONC: ENGINEEit: ---~/)_··~Cl.,_. ~V_/_/1/.--=',e~--- CONTRACTOR: Ct?ff -------------// /! Y ft J> INSPECTION DATE:--·--•-·~.~-. __ _ PLAN FILE:--~~-~--~-- BLDG PERMIT: Ct:r-o ZJ'i" /1/ OTHER: Z/ L~:ro ~iELD:\,VELP ;( fSHOP~LDING,_ !() PILEPRNING .. : ( ) BATCH PLANT . ( ) E:x:J>. ANCHOR· ' . ' , :( )-OTHER: .. MATERIAL SAMPLING CONC.MIX#/.PSI.,-----cc---~ GROUTMIX#/.PSI~~~-"--- MORTAR TyPE/PSI -~--- REBA.If GRADE~-,-"----~ S~R'.STEEL /!J..570q ,AEr 6 -H.S:BOJT ~ /; n:r~ :r-N -·· MAS.BLOCK'-:-~--,.,--- ( ) CONCRETE ( ) MORTAR (') GRO'BT' .( )'FIIltePRO0FING ,( ) MASONR.Yl3LOCK ( )RE~AR . ( ) STRUCTURAL STEEL. · ( ) BOL':FS . : · 1NsPec,10N. PERF-o~M~o, JOa ~aoa1..:~,M<~Ar,ER1A1:.1o~NT1i=1c.4;:r10N; PROGR~ss, woRK REJECTED~ REMARKS , ! · ~/crl Cr£: ,h .. '/4mE -VV/z~_P//VC .C<l~~~E'TE ~0,.-~ Ar /P&lt ~~.' :? :·. JJ:· 1f_ '"76, r'2 f t.r\.~ · . d/1/ ~~ ~/V ~-0. · . ./i .. ·. -~ . /4-42f J tj.(JL/(["' Co.(YI.Jfl-/f7C-.. e·. Ep·~--t'//77~/V;( ·-f'~/!!"Tf:.:<Jl4rl,,J 2~-r~J;s-- ~ . t.--1:p#t..-1£ ~;/Z-,Ll!)Y /4-~ if C-CT/YrY' c.·aLc~/%/V ffA-.fFJ . Jf J_; ·. ,,4~ 0~ CoJ41/'L~ 1/ /'4-d!; -~7£d-L -n . -rusk ...rrp& ·cv/vf';,Y' e . C/./tF/?'1/ckL. :.~~ '4/21,;;.q &LGJ,,,r/Y~ Co·/?!l.r'L~ £/ (J}c Y . 0 r / 2 ; /.J-:f):p rr r q ~k . -/J ~ r e e---c. #~¾£d /+.t'f/4G-#/1;'/JE:,.-,T . 4---L/Ne L· ~ _ ?,e:~ F~ E'/'YZJ3?Ep' R&.R c/r3'.?. /4~/fe ~e:. ;~al)· --1/;;J,<t/~tfr,2· e-¥,:' Cl~ qz --~ ' ---, ' ',-----' ----- ---------------_,_ -- .Certification of Compliar.icet AU .wor-k; uriless ,ofHeiwise noted~ ·ce>mplie$ With the a ,th(;! ,uniform :builqiA_g: COcfEt.. . , . , _ _ . .. . . . . . .. , ' . , CoNSTRucnoN TESTING & ENGINEERING, INC. GEOTECHNfCALAN::D CONSTRUCTJ;ON ENGINEEltlNG TESTING AND INSPECTION ' -' ' -. ' . 24'14 VINEYARD AVENUEi SUI:T'E 6; ES.CONDIDO; CA 92029 (760). 7.46-4955 FAX (760) 711-6-9800 DAILY Fl'ELD; REPORT Client: JQb Name,:. Job Locati9n: • G~n. Contrcictor:. . ,:-. c:.a.e . . · · Sub Cbntractor: ,-tn-~T#_ ff;<}·Y ·wt5t-l!),;µ~:-_ --,,--c-• , .. ,, .,,. ,~ -~.,.,,_._,..,,.,-~ , _ _,._. --~-•-• · · · .General Description; . ' ~ ---'. , -. --. : -V C:OL_u~--# _ .. 6A-f.?. To, -C_=C#'A.N~~~ ... e j;_y ~ A·' · //~r ··_ /4 -~-·E/'L_?-&T: ONE S.,,PF ' --, - : Comments/ Ar~as 6_t Addi_tional' C<tincer:r:i: ,, . ' .... /.-.'. ... :, --------~--·----------------------·.BY:V'/=· ~--_".· '_,/ ... · . _c:.· _,,,._~' .. . 'DA:JIE=: . #/~<-i/4? ----,-," --,, --' ... . ------- ' ,.:.;_.;._-. _.;;... ---_ _, -• -• -,,,...,.:._ _.. __ ,,.....,~_..,..,.,..._~..,.~--... __,..._ T,...-..,;....,.;_T'W""'IT""O'r't..h"c:r.~ ,.....,;...-,.,:.,:r-r,...-:!.,..T...-,' ',,_ -..Tr.:'o--i,.Ti::,T"o,-r.,...,.,rr:,T.r,'\,.,., T . ,' _: f CoNsTRUCTION TESTING & ENGINEERING, INC~ ESCONDIDO• TRACY• RIVERSIDE • OXNARD • LANCASTER • SACRAMENTO - INSPECTION REPORT PROJECT NAME: , s \ s 1l.\A.ili.---·L'Z.e .. un e..-.A>,.L "$ ADDRESS: -2. fL.,,f& 4-~F.r.i,._,~1> I~'-< . L.A:<,~~~ p....:D CA ARCHITECT: ____________ _ ENGINEER: CONTRACTOR: l ( u .. ,_,~ ~ rnsPECTION DATE: , , 1 ~t1a ( c, B l PLAN FILE:-~----------- BLDG. PERMIT: ------------ 0 THE R: ________ ~---~- · INSPE:(;'FION :() CONCRETE : ( }MAS_O$Y , , '.fyP:T. CONC. · > •• '' '. -( ),FIELD WELD- :( ) :SB:OP ~LDIN(i , i ·_ . -. , : ,· ~( }PILEDRMNG . '. ' , , ,, ,, , ;( } '.SATCf{ PLANT it·)EXP.ANCHOR ()OT~R. MATERFAL$AMPLING -. , - PAGE OF CTEJOB# tCJ-93 ~f5. ( REPORT#~----'-~ MA,TE)UA:I,, ID.ENTIFICATJON CONC;MI:X#/PSI ____ ~~- . .GROU:f'N)]X#/PSI'------~- -_ MOE,'f.AJ{TYPE/PSI~--~-- REB:A:R GRADE~------ S'l,;R. ST.BE,L~·-----,---~~____,;_- IfS.]30LT~-~------ MAS.BI:OCK'--------- ELECTRODE , , ' -------- ( ) CONCRETE ( } MORTAR ( } GROUT _ ( ) FER.EPR.;QOFING ( ) MASONRY BLOCK ( } REBAR ( ) STRUCT{JRAL_ STEEL (.) BOLTS' . . 1 IN$Pl=CTION;'P~RFORMED, J0,8' P.'R()BL,Elill,.-l\llATl$RiAU@~NT:IFl<';ATION, PRQ.GRE-SS, ·WORK REJECTED; Rl;MAR!<S · • ' < > ·~ '> ' • < _. • • ' ~ ,J • > • e • • l -'t:b PCL~-~ \(._\.u_ z. D :l-:k9 LA;q-:::s__~ T'.b Sx ~ 'S::.TI ~<...-.. C.o· ru C\<.. z._x-c..,. :St.,.&'.-\6. 'FOR... Y2-1·. --A--~:Cl-:\ s:t2-~D ~tz.. 'CLc,'"\)'i:.. L.,.,)f-Vtu~ Certification ·Of Q6ritpt1arit~. All:work, ·iJnleSS' C:>,tf,ier,wis~·nQt~cfi ,cornpiles.,with:,th~ ~pp,r:pyeci:.plan$ il.rid'~p.«icifiQ~tien's: and. tbeuniforrnbyildioftcq~e;' ·,' ,, , ,,.. :_, ,', , .:_ ',, , . , ·: , ' -.. , _, --,. ' ,, , , . , , NAME:(PRINT) ~4--0~ i;.}1>,.;~µ-~Ct, · · . £rGNr&T<URE ~~ CERTIFICA'FION NO: ~:it!~ ft : 5]}7 () ('tf;CJ · - PROJECT NAME: ADDRESS: Carlsbad, Ca CON'.STRUiCJf'O:N TESTHxJG ,& E:NGlN:EERtN:G INC. ·-. -. . . --. ' . . '. . . ' . . . --' . CIVIL HlGINEERINU I BEOHC:HNICAL I ENVIRO,NMEM.TAL ! CONSTRUCTION INSPECilPN AND HSTING I SURVEYING INSPECTION REPORT Isis Pharmaceuticals New equipment Platform/ 2282 Faraday Ave. PAGE 1 OF CTE JOB# REPORT# 10-9348G JtsJS'PEeribN:':·.. ' ... ';M:ATE:Rl1A'L 'liDENTIFIGi1t1:oN: -' -.--,--', ' 1. ,:--' ~-~--,,-, , ', ' -' ' ' ;, ' '' ' ' ~ --' ' , i-r-~.QNJ'.~3'~,~mE GOl'i!C. MIX#/P~I · GROUT Ml'X#YPSI: . '' 'F ,.' , ARCHITECT: Blevins Cubed Architects f\;.: '.'.F\t._p()Mt'.: . : 'MQ,R:TAR.TYPE/P:SI · ENGINEER: Devine Engineering CONTRACTOR: Pacific bldg. group INSPECTION_DATE~ 12-1-08 .. :.~ , .• :_ .. P;H~,:r· j~!°:-~ : , .. -. . RE~A~ GFiA~~ . .. Q y .'·$r:IG,P·.Xl}JEl'.J)JN~ S'PR·:_,$TEEL' --i)~i ;.pli:;i·:;Ri¥i'~G./ ·: · ·· H\s\~QLT PLAN FILE: ' "' {, J.. $ATQH P~AN.'J: · BLDG PERMIT: OTHER: CB073114 . (-): : EXP.: At:tiDHOR _j)i:_, ··,}}T:~~~'. ;_-,'._::., .>t .. ::· ... ' .... >: ·.· Material Sampling ( ) CONCREl'E: ( ) ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK () REBAR STRUCTURAL STJ=EL ( ) BOl:.TS ' ' ,' • ,,,,·,,: < ,., ,'", :,-, ,:: 'l •,:,,·" V ,, __ '.,_-'' ,'_;: -, •"_'','_; ,',",;1 ';_'''•_,_; ,' :· ':,.~:,,,,',,_,,N'_,,-,, .,_,_,_, __ ',,-,',-• • • INSP. P,E:RF:ORMED, .JQS PROBL,E;M; M'ATERl'AL ·lllENT:IFIOA:F:ION, PR04R~S·S,: WOR;K RifJE,GTED.,. REM:ARKS ' r -' ' ' '. • • ' -•• , •. ,' • -. \ ' <' • • ,· ~-', • , •' • '• ' -., • ' • i-• ' :. I ~ •, , -., • " : ' , •, < -• " ' Preformeq Ma.gnetic Partial te~ting of¼ ind1· fillet welds for.exi~ting 1-bQlt c¢upier lll!ts to beam contentions, at the Hoist beams in the east suite (one OQI~) a11d .in the VVest swit~ (2 bolt_s). Th'evy$1ds were ftee of any f;:it_ig.ue cracks, '' ' ' All required calibrations were preformed, i=!llcl testing was preformed per GTE NOE MT-01 Rev. 1 procedure. '. ·Ge rf_if fgl:itlofr of ;Complfa.nq'e.:' Al fwoi,~,., i;i nt~_ss/citb:t:fi;wl"$~:,ri~.t~~',.~~m'pHe~ *jti:'i":th'.e ·ap,p.i:1,)ve,fpl~:iis ·i;tnd;s_jYec'ifle,ati~n~ .and :J~tfLJn.ifi:>.t!fi.,:~.d!!qiiig:~.9~~::_·· __ ·.··,-.. ·,.:._>:i.·:.:~, .·.:··.,· .. · : .. ·.: ... · -..-/.·, ._·:~'._.· .. ,·, .. __ ,. ·-·. ,,.' ·. . . . , NAME: (PRINT) Joshua Rogers SIGNATURI=: #~ CERTIFICATION NO: CTE NOE MT Level 2 · CoNsTRucnoN TEsnNG & ENGINEERING, INc .. ESCONDIDO• TRA;C'Y • RIVERSIDE ~,OXNAIUi • LANCASTER • $ACRAMENTO - 'INSPECTiON REPORT ' -. -,, PROJECT N~: ~£S:. . ADDRESS ziiZ. W<Lo/, .·C$. ARCHITECT: P,F-: ~>+-'-'.~"'-, •-'--:· __ ~-~~----"'- ENGlNEBR: Y,~.;_ ~~ _ _ _ - ::::~~~~~~~ PLAN FILE: _ _ __ :::::~~or~ soc? INSPECTION ( ( CONC~J?E . 0 ' , ·,( )'MASO~Y. ( -) P.T. CONG .... ( } FIELDWELb () SHOP,WELI?lNG ( )' PILE DiUVCNG - · ( ).BATCH PLANT ,( )EXP:ANCHOR: () QTHF:R _· _ -. ' -. ), ·MATERIAL. SA:].\WLJ:NG MORTARTYPE/PSI._· --~--- REB:A.R GRADE . · STR.STEE~tf3w _H~S.BO~T-~w .. MAS. BLOCDK'-----~--- ( ) CONCRETE: ( ) MORTA.Ji ( }GROV'T (} FIREPROOFfNG · ·{ } :tv,!AS0:NRY BLOC:K ·€ ) REBAR ( ) STRUC'FURAL STEEL . ( }BOLT'S . ' INSPECTION PERFORMED, J.OB .PRQBLEM,' MATERIAL iDENTIFICAT:ION., PROGR:EzS'S; W()R!{ R'EJECTEO~ Rl:MARKS . --' . " '' .. Certification of .Compiiance: Alt YiOl'k, ,unless· oth-~rwil?~ ~cited; ·cornplies-'with, the. appr.ov.ed pla~s-a.n~ s,peclfic~tfon~ ·cu:;d ·_ th~ u,.iifqtm buildi'1~-cod1::. ,. · · · · · · · · · _ · · · · · · · · · · · --,,· .,. --' -~ ' -. NAM~:(PRINT). ~~~~~~-=~=;c,,~_,__--,,'---~ • SIGNATURE~ £4?·:---- CoNsTRUC.TION TESTING_ & ENG1NEERING,INc~ ESCONDIDO·• TRA:CY • RIVERSIDE-• OXNARD.~ LANCASTER ~ SACRAMENTO. · lNSP~CTION REPOllT . ' PROJECT N~: J:55&" _· --'-,--~--,,--'--~-~---~ ADDRESS:~~. ARCBlTECT: . -> k-.· . ENGINEER; ~--· ___, . ..,..7 n CONTRACTOR: C' ••• • ~~~~:,_,=~""---~~~~,!._ INSPECTION DATE: -~~~~~~-~-~ PLAN FILE: . . ::Rp~t,?j/¥(. iNSPECTIO'.N '' ~ ' ', ' ' ' . (() q6NC~TE ( ), 'MASONRY . ' -' ' : ( . ) P;'.f-CON C .. · ( ) FJELD WELD· . , (,1 S~OP -~tDTNG \ ) PltE DRMNG . . ( ) BATCH PLANT ; ( )EXP: ANCHOR .. :g}QTHER_ •. ' ), ---,· --- MATER:M;L. SAMPLING.. CONC.MIX#/PSI ' . · . ·. ~00]~111£~~ ,. '. ,•· ',· uz::_,· -MOR'FAR TYPE . ·, . · . . . · .. · · .. -REBARGRADE~--------'-- . H.S.~OJ:,T_· ___ ~~-- . MAS. BLOCK . ' . . --~.---.---~--- . ELECTRO:b~ ·e3:1t ii{' ' -,,;,,=-->-----"-"',.-OC----- ( ) CONCRE'FE > • • (. ) MORTAR-· l XGRbili . ( ) :FJ;R;EP~OOFINQ ( ) MASONRY BLOCK () REBAR ( ) STRUCTURAL,, STEEL. ( ) BOL1'S, . ' ' ' INSPECTION -P~RFORMEl!), JOB-PR0.81,,~M, MATE;RIAL 101:;Nt1~_iCATION,,,,J;>ROGRES$, ,WOR!{ ttE;.:JEC'TED, REMARKS -' -,> • -• ' ' ''' ) ' '' ' '¥• ',,.·-~ ,__ ,, ,"' ____ ,,_, ---~· . ··-· -· --·-------··--· --________ , ____ ---·-------- -Cer.tificatiQ _, · of c-ciriipii~t1ce-:,.A1Twark~ -~-n,~s~ bth-etwi~~ ,ri~t~~.Jamp.1ies. with the '.ap.pr;ov~ci,i,i~~s -~r,id sp~~itfoations. a~d. ' the. !)ni,form buildiii_g c:ed:e. . ' : -· -:.. . ---.. ·. .. ·-. -. .. ' . .. .. . . , -. CoNSTRUCTION TESTING._ & ENGINEERING, INC_. --- ESCONDIDO •TRACY• RIVERSIDE • OXNARD o LANCASTER o SACRAMENTO INSPECTION REPORT PROIBCT NAME: Qef4A I t:o/-,-+ A.01L f\!) ADDRESS: d-,;;l~:J__ 'A-(2..ltDA-tj dlrib-. CJ\.4Z-kg SA-t) ARCHITECT: ___________ _ ENGINEER: ___________ _ CONTRACTOR: ---~------- INSPECTION DATE: f:l} S l {f) (5 • JNSPli,iCTiON -( ) CONORETE : ' t' '' -, ,( .) MASONRY ~. ' ' ;{ )P.r:·cbNC, '( ) FJ:ELb'WEt,p· _ '' . ' ' ; '(')SHOP WELDING ( ) PJLB DRIVING .. PAGE OF CTE 10B # /o u ?gy~ REPORT# ----~- MATERIAt IDENTIFICATION -GONC.MIX#/PSI_. -----~ . · , GROUT MP{#/PSI ____ ~--- MORTAR TYPE/PSI.-i---~-,'----,--- REBAR GRADE _____ ~_ STR. STEEL._~~----~ PLAN FJLE: -~}l.,_,___,,J/A~_· ________ _ . H.S.BOLT :( -)BAtCHPLANT -~------ BLDG PERMIT:' /VJ A --c--~-------- OTHER:~~--~--------- ; ( )EXP: ANCHOR ~.TEER-__ . MATERIAJi, SAMPLING MAS. BLOCK ______ _ ELECTR0DE ___ ~~-i--- ( ) CONCRETE () :MORTAR :( ) GROOT · ( ) FJREP-ROOFIN~ ( ) MASONRY BLOCK . ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS , IN~PfGJIPN·:PE~F,:PR~EP,, ,Jop.· P~'Qat.1=Pt/i;:-~Tl:RIAl iDEN:rlF!CAt-lON, -P~OGRESS~ WdRICRi;JECTED, REMARKS . ', ~·· ~----·'', __ ' -"-~---~"', ••• ,:,·:·'"'.:,.·. ___ }_._, ___ ,-,' '', ,' :.· ,',_ -·-· > - -.·AAOV-CO GiJ6: {/t) ~/ Cb-t?----b o-€ f\S(f?MAL-t _ __fuy,4 -A-CCk-$S fb:<L: ,. :µ::;:r1 µ 6-, ·/J N[L __ l)MALYSzS of So14 . -f2G:1?: fAAT6<2t M 4 N~G:r'/LFI-"~-.-· ~-P.,_,,..,4,,_jf-------~ -S:,. L..'.:;, 5A2&:tlw0L Cbt..i .,e:;c.,.Tu:Q ~11;.... :, A:::M 'PL-~ , -' ' -•. ~ -----· --• "'-! -' • -- Certificatian 9f·Ootnpltaoc~:AII\WO't:k, u~I~$$ Qth~(¥lisi-not~d, compli~s wi.th the approved plans-and specifications and the :uriiform buil~jqg. coc;le. . , _ . . ,_. '. ~, _ . _ ·_ . _ , . ·: _ . -. _ . _ ' NAME: (PRINT) 2:~ -.· A~<,J~--. _. CERTIFICATIONNO: ~~·C\ 4 C)\, cf7 <=f~ (_ &?~ PROJECT NAME: ADDRESS: CARLSBAD, CA ARCHITECT: INSPECTION REPORT /SJS PH,LI.BMAGEUT,ICALS EQU/PIVJENT PLATFORM ' ' ' ,, PAGE 1 OF CTE JOB # 10-9367T REPORT# 2282 PARADA Y AVE . INSPECTiON .· · .. ,· MATE:&'IALIDEN1::JFlCATION .--·--'' '' --' ',. •. . 1 BLE't/JN Cl.1~ED DEViNE ENO/NEERING .... · { ). , • . CQNCRET~.·:. · .. ( ). .· .· .· ~so~1.k ·. ·• · CQ~c. MIX#/P_si ..... . ........., ......... .....,,.............,=-- Q~6ur'Mrx#7.P"Si • · ENGINEER: CONTRACTOR: •·MoR:tAR 'FYPEiiPSI · INSPECTION DATE: 12112/08 0 . .· (X)' i>.t <i20Ji,l-C .. ·. FJ$;LD WELll) · .. R!EBARG~DE PLAN FILE NO.: . () ·. BLDG PERMIT NO: cad: BQB.22 . ' . ' .,,, .. • .. .(' }: : ·. :P.JL,E._PRfV:iNG .:: ·. · 1ts. ~oLi: ·. OTHER: · . O . BA:TCH:PLANT MAS. BlX>CK i .() E:X:P. ANCHGl\ · :EL:B8TRODE ( ) • . ·O'Il:JER , . ,. Mater.ial Sampling ( ) CONCRETE ( ) MORTAR () GROUT () FIREPROOFING () () REBAR ( ) STRl)CTURAL STEEL () BOLTS MASONRY BLOCK ' ' INSP~CTIQN1 P,~R:FoaMEO·, .. J9B PR.Oal,.:eM; ,IV!A.11:ER]'.AL.;IDl:N,::JFl¢A·TION~.PR,0$RES'S; WORKRE~l:~rr:Eb;' > ;,!':{~MARKS. . · . .. · ... ·. ' . . .. • . .. : '· ·. . .. . .. ·. ·. . . · , ... :. . . 1.) PERFORMED CONTINUOUS $URI/EJLLANCEOFWELD1NG AND'RELATED ACTiVITIES WHILE ON SITE. 2.) INSTiLLATION OFCMU 6 .WALL SADDLES FOR Pl.:.ATFORM SUPPORT-DUE TO SHORT IMBEDMENT OD ANCROR BOL ts. 3.) SADDLES INSTALLED JAW @ETAIL 8/S1 .1. FULL PENETRA T/ON WELDS FIT-UP A CCE.PT ABLE. WELDING WILL COMMENCE ON 1,2,1.3,08. ~· . . , ---' .. ' ~ ,_ .,'2 ,~, -• . . --·---~ ~"' -- · 'Oirt/t.ftc;1tion 6T Co:ihpfi.ahG~·: .:,M1 w.oiii<;:i.i,nle~s::-ati1Eiiiwi&e 11qted/cQ:rhi,i1ieis·with:ifit~' iPpr0v:~d:c1·o#rmtfnt$, .. . .-·_Jir;i,s~iil<\t.$"J~cJfi¢~tit>r:n~:~n:d:(he_•,l,.l,:i!fQ_r,_(1J,J)),iJ!.ilffi,:.~9<!J~t~ .:-... ,···.,:.~_,::~,,:·.: ...... ~:··· ·.: :~ .. :,.:_ ... · .. · ··-.. . NAME: (PRINT) GE/Mt:O A. SG,H,V,lfJT SIGNATURE: ~ti~ CERTIFICATION NO: AW.$ ¢Wi,# Q61'~_b'5~1 GEOTECHNIOAL & CONStR0CTI.ON ENGINEERING TESTING & 'INSPECTION INSPECTION REPORT PAGE 1 OF CTE JOB # 10-9367T REPORT# PROJECT NAME: /$IS PHA.8.MACEUTIGALS EQUIPMJ;N_T P/,.ATFORM ADDRESS: ?282 FARADAY AVE CARLSBAD, CA ARCHITECT: BLE.VJN_ Cl!B!=D DEVINE ENGINEER: EN.G/NEERING CONTRACTOR: CRB INSPECTION DATE: 12113/.08. . --~-'--'----'--~- (); ···o· ():' (x)' CON'CWETE -MA:~ol'i:Rv : . ' P.'.F. ;f():iNC., ... · . FJEI.:tiWELD ' ,} '. -, . : C0NC: )viIX4fr,PS1 GRGl:lT·MIX#/.PSl .·MoRtAR ' 'TYPEiPSi. . . REBAR GRADE PLAN FILE NO.: . .( ) •.. _. SI'i:OP WE!L-IDIN G .. s,nR. S·TEEL . , .. BLDG PERMIT NQ: CBO ,80822 ( } _ . P1LE DRIVING_ . I-ts. $OH OTHER: M-AS.BLQCK _ () ·. BA'ECI{PLAN't ' ': ,'·/ . ,,· ' . . ( ) CONCRETE ( ) () REBAR () ·. o. ·•··. EXP.A~QHQJ.t . _ .. ,. (} ' __ ' •.• :or$~- Materiat~~mpling .~LEt}~ODE MORTAR ( ) GR:.OUT ( ) FIREPROOFING () STRUCTURAL ST~EL · ( ) BOLTS MASONRY BLOCK : -· 1NSPEC:TIONP'ERF.ORMl:D., JOB J:il{©Bt.EM;.-Mt\llERI\A.t: 11DE:NtlFfC:)('.fl0N1 PROt3'f{ES'S·,. W:ORK REJ.EC'FE0, ''Ri;MAR:K$< : : . . _· . :-: . · .• _ ... · .. ·., . ; ' _\:. < . _..'. ·.<.-: : . : .... · .. · ·• :·. . . : .' , ·_ ·_ : . ·: ..... 1.) PERFORMED CONSTANi SURVE/b:L.ANCS Oi= WELDING.AND RELATED ACTIVITIES: 2.) !NSF/LLAT/ON OF CN/U 6 WALL SA'f)DLES FOR PLATFORM SUPPORT DUE TO SHORT IMBEDMENT OD ANCHOR BOLTS. 3.) SADIXES INSTALLED JAW DETA1L '81S1..1. FIJJ.Ll.,PENE.TRA TION WELDS FIT-UP ACCEPTA·BLE. 4.) WELDING COMPLETE, PERFOkMED .F/NAl ViSUAUNSPECTION OF ALL WELDS. WELDS ACCEPTABLE JAW APPLICABLE CODES AND A'PPROVEDDR'AWJNtlS. 5.) CJP WELDS UTNO-T PEkFORMEDDl:JE TO UMf,TEb·ACOESS AND CONFIGl:JRAti!ON. CONSTANT Sl:JRVEILLANCE-PERF.ORNiED,- 6.) WELD WASHERS WELDED ON F!LATE WHERE SLd:t'rEb HOLES WERE USED TO-POSiTJON PLATE TO AVOlf? REBA'R; WELD A:CCEPtABLE ,.'Cert/fica'tio fr,pf<O:qfopJi_ance::·: Al [.wo r)<i ,u n re~$-" ~thefw;1$1fri ot~d; ·c9 mp fi~s vy,i~lt tl:l ti ·a p prov~d: d09uirr~nts. 'pJari~:aracf$P~,c.ifi:C,i~ti9m~.<o\n~-•-th~H,1ciif.qrr,1tltPi)!il.in _-~9cl'~'.:-. :: :_ : . . .. ·.· ._·: •· .. : .·.:: •--. · · _,. ·. NAME: (PRINT) GERALD A. S'CrlfV]J/)T SIGNATURE: ~Cf~ CERTIFICATION NO: A:Ws cwt. # o6t-2fJ561 1 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO o TRACY• RIVERSID)!: @ OXNARD o LANCASTER 0 SACRAMENTO INSPECTION REPORT PROJECT NAMEC.1.%:u:-\~~~?~:!s:>$ (vs;,~) · lNSPEcnoN ADDRESS: ·2.2,,S'L Fb<2 ~~ ~~ () tONGRETE c~('Z.A...C::,~~ c ):msoNRY ARCHITECT: ____________ _ ENGINEER: --"'-.w.--'. l._'--:l'____,·~'--'-\ _______ _ CONTRACTOR: \L_l tu~\ vS INSPECTION DATE: \ / l4lJ / 0 ':J PLAN FILE: ____________ _ BLDG PERMIT: ___________ _ OTHER: _____________ _ ( )j>_T; C:@NC; '' ( ):"fIELD \¥.ELD-. --.-1., --: ' ( H,II(.)f~Ll;>IN"G ( )PiLED~G-.. , _, . , ' ( YB:&f0li PLANT. ' ·' , -. MATERIAL SAMPLING PAGE OF CTE JOB# /0--'zSi.J.B{;r REPORT#_~---- ---, MA,ffERIAL IDENTIFICATION CQNG.MIX#/PSic,..-------- GROWMJK#/PSJ_ .. ~---~- . MQRTARTYPE}PSI,.__ ____ _ ' -_, REB~.GRADE:~---"------ S'fR S'{:EEJ,. __ ~----- . ' ' ' . ' lif.S:BOi.t_· -~--,------ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ~hJ:nb PR -r..--:t::>·a lkL:CA> \.+OLE& u .. ..):"C('.) ·z....'»u-~bM C..o"-J<:..:~--r-;:.. '.'o~~ EOR. ?/g H "S / 'S T -~·\~ -~ "Cb\:-0.z.A:D 'tQ Celi.ific~tiori of Cqmptliirice; All 'Wtitk, 0l!ll(e~ otta~i-:wi~·n6t~d.~-~~MpDiies. ~itte: th~ apptt!Wed plclln$ an,d ~p9ciijcations and the l:l(liform l:>uil~irig ¢9de. · . '-.. : /. · ., · --: . . . __ · . ··-.. , .: .... , . ~ a,o.-rr.. . I . -L ,c::..n... SIGNATURE ~ ' NAME. (PRINT) -..J ' V¥ 'y,..,J i.>-R;::~~ --------=-----+- CERTIFICATION NO: ,:tJJ..e,-:JF $ 0 q O f{)IJ · CoNSTRUCTION .TESTING & ENGINEEJUNG, INC ... ' ... --· _,.; -ESCONOiliJO ·• TRACY• RIVERSIDE. • O~ARD. • LANCASTER • SACRAMENTO INSPECTION REPORT. PROrnct NAME:~c_A(. tAt-J \: ~t<ls-( Jt.~). APDRESS: 22:~Z.. ~JlA-'1,' Ate - ~-l~bJ. ~' ' ' '. ' ' ·. ' ARCHITECT: DIG/( ~/0'5 -(__ufj-# ENGINEER: J)({i/t 4_. CONTRACTOR; ~P~, __,[;._..··. ~'6i"'-'-' ·-~--~~~ INSPECTION DATE: . , 3 -( Z:-CFj' · • PLAN FILE:~~-------~-----'- BLDG. PERMIT: _C/60~· -~· ... Q_,__.~f>~· ~l{~tJ_' ~~--~ OTHER:_-,-'-________ -,--_,'---,-~ INSPE(;TION . .· j>(CO:NCR:B'.tE · ·· . ( )MASONRY · ( ) F.T. fONC.. · , ( ') FIELD WELD : ( ) SHOP WE~L)ING { ) PU..E DRIVING ( ) '.BATCB PLANT . ( )EXP.ANCHOR . (}OT.HE~. · PAGE. OF CTE JOB# /{) ·-C/3--z;B,q -. --REPORT# ____ ..,....,___ MATERiAL,IDE'.N::fIFICA,tf,ION,·, CONC.MIX#/PSI·~i/600 7 ~ -r:/:. · GROUTMIX#/PSI.__·"------- . MORTAR TYPE1PSI' ----'----~- REBARGJ.v\:P~-~~---~ S:'tR. S:'tE'EL.'_ ---~--- ,. !' MAS.BLOCK, __ ---'---'-'-----'-----'-~ , ELECTRODE. __ --''--~-- ¾CONCRETE' ( } MORTAR :( ) GROUT' ,'. E ), P~PRQQFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUC'l;UR,ALSTEEL ( )'BOLTS· INSPECTION .PERFORMEP, JOB PROS4EM~ MATERIAL IDENTIFiOA'.flON,,,PROGRES-5, WORK REJE;'CTEO; RE:MARKS ,, . ' ' ~ ' ' ' ' ' -,·;;;_ -,--_,_ ,; ~ ~-J.I < , ; ,certification ',Of Comp!i~nce; All work,. unie$s ·otherwj·se·tjoted, cotnplies-with,the apprmi~d pl-. n·s an '' spe·tifi-tati9ns c!.11Qi. 4 ·, the_ u·Ai{ornJ ·puilcHng -~9~~-_ • · · -· · · · · · · · · · · · . . ' .. £IG:NATlJR;E""=. -=<---·--~>,""""'.. c.,-,-~"'----t-t--..,,__.c.-.c__ __ _ , __ -·.,. ""-nn.-r: * ' l /. __ ,,.,,, . CoNSTRUCTION TEsTING&ENGINEERING,INC. ESCONDIDO• TRACY• CORONAo OXNARD o LANCASTER oSACRAMENTO INSPECTION REPORT PROJECT NAME: C l!Et-11 rA I.. 1 /Ml.Ir 1:>JJ D s ADDRESS: }. ? 7,;:;! F_;(J~lJ/"}f1_'1/ /tll£AII/E C' /IA!s /3JJQ . t:. /J. -·' ARCHITECT: _____________ _ ENGINEER: CONTRACTOR: CA\/ f}·Jt?7AIL~AS INSPECTION DATE: 'j-. 3 0-0/Ia PLAN FILE: ----------~---~- BLDG. PERMIT: ___,_C....,,=,8"---0=----7'-"-"-::;,._._J-'-l-tlf~----- . INSPECTION . ( ) CONCRETE (!..,)#1\fASONRY • ( ) P.'f. CONC. { ) FIELD WELD ( ) S_HOP WELDING ( ) PIL?. DRIVING . . : ( ) BATCH PLANT ( ) EXE ANCHOR / PAGE _I_ OF_}_ CTE JOB # /, /1 C'J ":2 L, r, .-. · , I/ -f'> ., 7 1'5 f=, REPORT# ------- MATERIAL l))ENTIFICATION · CONC.MIX#/PSI ______ _ GROUT MIX#IPSI ______ _ ,, 'l /'. MORTAR TYPE/PSI .$ //.':!:'/Jr) f I ; ,' .I/ ,,1 .-- REBAR GRADE /:,:/.//ff,/ 2. STR.STEEL ________ _ . ,r t~· n MAS. BLOCK-, L, -/ i./ . •. pTHER:_______________ (l..(OTHER£ f?O i{'./ ELECTRODE _______ _ (3) J. -r.'f MATERIAL SAMPLING(~y1;.,p ?'tJN 5 E~) ( ) CONCRETE . ( i}·rvf ORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( }REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS; WORK REJECTED, REMARKS ,. l .i\J ,..-I:> .C:. r --_,•~ r.=1 J''"\ tl~~~f ~~-~·---------------------------------_, ;;; jir i.JJ1£t]iT i7,.C >?y'(('y I{, l,.. tvl/l v}IITII /fF,~1-iA ,A7 Th/:_-;;,ffi":' t-~/; T (_I/: _Tl!.£ l~L.Jfl._ SE:(, 1I0;\f_ __ /JA(lt/AID r:VE C!ff'!)J!ffi'dl l:d].-1~~~----l'.l:U.7 RT I.I!/:: ___ _ I r--r tJ;.£2.. ~ 4 I;;~ • LLF / 5. __ Q..E___ : I-! E 5 o_ l 1 7 1-J 1 ~. E -s. C. ( ?:/;4 /11 s ,,:;_.,;; I ,v t4-7 t. L .'S, fJ L l..,_~;JL l 5 AA£ BtJll T 7(.7 .. c:: f/lLiL.~LGJi 7 !)A,, 0 fl f) tlF-Ct 6thV-t7.'/T S ~··{) /)£/2,(1/f/T !(It.II L ifT GAt1#(--'-"-'/--"-/,.S.-~"'-.,.__._. _________________ _ -11/L C/,EAN-QI/TS~ <'.' ') I '.-' I _..; t V ./ ·II_ .cf .5 E .;,~=·c 7ltl1\I';· /"'::~ 1/vG-Li.._.c.::._,_,__. _____________________ _ ' '· ' .. cer.tification ·of Coinplialice, 'Ail :work, unless otherwise note·d, ·complies. with the approved pJans and' specifications and. · the tmiform building code.M·tb ;-;;;.,:; :.c. '>. · , . _ '-----;., / ---~ ) ,~1,..,;;..:_ , /4 I, I ,. _/- SIGNATURE / ./.,./.t_ ·-:0,,.,, / / ,,.,_ ..,,f>t>>r, -f~-t .... -.. ~ ,_.,.,,. -~- NAME: (PRINT) ;.:)/ f,-11# \iitf--11 L~i, . i .,. . . -.... CERTIFICATION NO: ~--::: ,f).,M 5· '-f-(2 GEOTECHNICAL & CONSTRUCTION ENGENEERING TESTING & INSPECTION , 2414 VINYARD AVENUE, SUITE G, ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 •· .! CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO •TRACY• RIVERSIDE • OXNARD • LANCASTER • SACRAMENTO INSPECTION REPORT PROJECT NAME: /6 S--,,,___.,_,.,,..,..~.,..~-------- ADDRESS: ,..,2.,? J' .,J:. /'41,g,lf! t:Jlf'f ,-4-/t:=-: /Jm,L~ 04'0 C/l- ARCHITECT: f! lk lAfr ('t/J5£10 ENGINEER: r J\.L,1 ft,!J.t:J vov ...... CONTRACTOR: ---\:C~,-IZ.-<.&-f'.-:$ ________ _ INSPECTION DATE: 9/2..te /4 o I I / PLAN FILE: -------------- BLDG. PERMIT: ~~c=..;=-$_-~/,"-"-?__,..-J~:5~/ f~f+------ OTHER: ______________ _ INSPECTION ( )CONCRETE )><rMASONRY ( ) P.T. CONC. ( ) FIELD WELD ( ) SHOP WELDING ( ) PILE DRIVING ( ) BATCH PLANT ( ) EXP. ANCHOR 13::ptJ>fl _jf)_ OTHER£(;. iJA-rL MATERIAL SAMPLING CTEJOB# PAGE_J_OF_(_ /p-?j?>fff <i REPORT# _____ _ MATERIAL IDENTIFICATION CONC.MIX#/PSI ______ _ GROUTMIX#/PSI ______ _ ,, , MORTAR TYPE/PSI . 'S' -/ f?/)l)JJS I -, -. ' REBAR GRADE ..4!/J/t':' at?' t,,,,, I -• -• --.. STR. STEEL _______ _ H.S.BOLT ________ _ MAS. BLOCK~------- ELECTRODE _______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( )REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ' -- . Iii I ~ l I P-r' mti-': Ylt&',..:=t; th?, . I • /" . •. --,. - ~ hR. . ) (, 'Frr/A/"J Certification. of Compliance: All work, unless otherwise noted, complies with the approved plans and specifications and the uniform building co,c;le. /\ / NAME, (PR1Nni ,fJ-,1,l oc /4, J SIGNATURE( ~i 4 L£~) CERTIFICATION NO: "'J(!,C rj/Jl./u o 7,()-//,,9 ')cf -r 'J GEOTE~~c~ &' ~o~~TRUCTION ENGINEERING TESTING l INSPECTION 1441 MONTIEL ROAD, SUITE 115, ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 EsGM Corporation In Cl'artnersfiip witfi government for <.Bui{aing Safety DATE: March 13, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-3114 PROJECT ADDRESS: 2282 Faraday SET: II AN REVIEWER D FILE PROJECT NAME: Alteration of Existing Storage Yard for Hazardous Materials ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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: ~ 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: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Abe Doliente Enclosures: Esgil Corporation D GA D MB D EJ D PC 3/6/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,J EsGil Corporation In <Partnersli.ip witli. government for <Bui(aing Safety DATE: December 27, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-3114 PROJECT ADDRESS: 2282 Faraday SET:I ~CANT ~ D PLAN REVIEWER D FILE PROJECT NAME: Alteration of Existing Storage Yard for Hazardous Materials D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. C8J The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are suqmitted for recheck. ' D The applicant's copy of the check list is enclosed for the jurisdiction· to forward to the applicant contact person. C8J The applicant's copy of the check list has been sent to: Leaf Blevins · 7090 Camino Pacheco, San Diego, CA 92111 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. C8J Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Leaf Blevins Telephone#: 619/944-4107 Date contacted:, t-/i-r&i 7 (by: (c.._) Fax #: ( & 5 g ) l-f9&, 0 1../Y Co, Mail Telephone -Fax./ In Person D REMARKS: By: Abe Doliente Esgil Corporation D GA D MB [g] EJ D PC Enclosures: 12/19/07 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 07-3114 December 27, 2007 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 07-3114 OCCUPANCY: B/H-2/H-3/H-7 TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes JURISDICTION: Carlsbad USE: Storage of Hazardous Materials ACTUAL AREA: STORIES: HEIGHT: OCCUPANT LOAD: REMARKS: T.I. includes alteration of existing storage yard to accommodate new outdoor storage tanks for raw materials & waste storage. DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: December 27, 2007 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/19/07 PLAN REVIEWER: Abe Doliente This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2001 CBC, which adopts the 1997 UBC. The following items listed need clarification, modification or change. All items must be sa.tisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carlsbad 07-3114 December 27, 2007 Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial 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. 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, date of license expiration and date plans are signed. Business and Professions Code. 2. Special inspection is required for the use of concrete with compressive strength of over 2,500 psi and the structural masonry as required in the structural calculations. Note this on the plans and complete the attached city special inspection form. 3. Please see the following corrections for electrical, energy, plumbing and mechanical. 4. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 5. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D 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 Abe Doliente at Esgil Corporation. Thank you. Carlsbad 07-3114 December 27, 2007 ELECTRICAL, ENERGY, PLUMBING, and MECHANICAL CORRECTIONS PLAN REVIEWER: Eric Jensen 1. The licensed designer must sign the approved set of the plans. 2. A hazardous material report (Fire) was submitted however it did not mention electrical classifications or spill control design. Please include these items with the next edition of the hazardous material report. 3. Provide a spill control design, complete with sizing calculations. If waste systems or catch basins are used, provide plumbing plans complete with piping material types, rainwater handling, and disposal methods of hazardous materials. ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) 4. Review the electrical restrictions found on the above mentioned hazardous material report and add classification boundaries, seal locations, and wiring methods to the electrical plans. Equipment (light fixtures) may require to be specified as Class I, Division 2 on the electrical plans depending on the boundaries. 5. Chiller equipment is.installed adjacent to the tanks and may req·uire further detailing. If the classified boundaries encompass any adjacent locations, fully exam all electrical equipment located interior or passing through the boundary. Address accordingly: Identify as the proper wiring method classification, specify why it does not have to comply, or modify to comply. The chiller, for example, appears to have a louvered screen separating the tank storage from the chiller equipment. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, 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. Carlsbad 07-3114 December 27, 2007 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL OESCRIP'DON': __ 2.,_1,_f::/2 ~A~ A-QA '-f PLAN CHECK NUMBF.R: _____ OWNER'S NAME; I. as the owner, or agent of the owner (contractors may J.K>_l employ the special inspector). certify that I, r the architect/engineer of record, will be responsible for empl<>ylng the special lnspector(s as r. quire by U · Building Cede (UBC) Section 1701.1 for the construction project I re t • list abovo. UBC Section 106.3.5. - 1. List of work requiring special lnspectiom. O soils Com.pliance Prior to F;,undation. Inspection igj Str11cwral Concrete Over 2500 PSI fl Prestressed Concrete L I Structural Masonry i . .J DesfgMr Specified :2. Name(s) of lndlvldual(u) or firm{s) responsible for the special inspections listed above: A. £;,'fm~1J1.,--1:1.c.r1 ;:,tJ ti?D J.16 cJ: &AiG.U!££. RI If@? __ _ B. ----------- C. -------------------------- 3. Duties of the special Inspectors for the work listed above: A _..Al..l _ ,HP)(~ _ _, ____ _ B. C. _____ ,_,,,,, __ ,_,.,_, _______ .,.,.,., _______________ _ Carlsbad 07-3114 December 27, 2007 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Abe Doliente BUILDING ADDRESS: 2282 Faraday BUILDING OCCUPANCY: B/H-2/H-3/H-7 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier 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 Other PLAN CHECK NO.: 07-3114 DATE: December 27, 2007 TYPE OF CONSTRUCTION: V-N Reg. VALUE ($) Mod. $120.ooj D Structural Only D Repetitive Fee CE] Repeats 0 Hourly GI Hours* $576.001 • Based on hourly rate Comments: Esgil Plan Review Fee Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB O -31 I Y RESIDENTIAL RESIDENTIAL ADDITION MINOR < < $17,000.00) OTHER DATE TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING ---------------- DATE (Zf-y; 1 ---7----- oocs/Mlsforms/Plannlng Engineering Approvals . CITY OF CARLSBAD STANDARD FORM-TIER 1 STORM WATER POLLUTION PREVENTION ];'LAN STORM WATER COMPLIANCE CER'[IFICATE ./ My project Is not In a catego,y of pennll types e~empl from the Consltu~on SWPPP requirements · · ./ My project Is not located Inside or wllhlrl 200 feet of an environmentally senslltva er.ea with a slgnlficanl potential for contributing polluta~ts to nearby receMng wale rs by way of storm waler runoff' or non-st01111 water discharge(s). • ./' My project does not requires a gradlng plan pursuant to the carlsbad Grading Ordinance (Chaplar 16.16 of the Carlsbad Municipal Code) ./ My l'fOJecl will not result In 2,500 square feet or more of SOIis dlsltJrbance Including any associated cons1nlcllon staging, stockplllng, pavement removal, equipment storage, r~uellng and maintenance araes that meats one or more of the addltlonal fo!lowlng criteria: • localed within 200feet of an environmentally sensitive area or the Pacific Ocean; and/or, • • dlsltabed mea Is located on a slope'Vllth a grad a at or exceeding 5 hnrl2ontal to 1 vertical; and/or • dlellirbed area Is lo,;ated along or within 30 feet of a storm drain inle~ an open dra.lnaga channel or watercourse; and/or · • construction wlil ba lnl6ated during the rainy season or wlll extend Into ~ rel!lY season (Oct, ~ through Apn1 30). . I CERTIFY TO THE BEST OF Mf KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION' SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS 0F CITY STANDARDS. I UNDERSTAND AND ACKNOW!,.EDGE THAT I MUST: {1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS)'DURING CONSTRUCTION ACTIVITIES TO THE W.XIMUM EXTENT . PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION REl:ATED POLLUTANTS;,AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1,CONSTRUCTION SWPPP THROUGHTOUT THE gg:i:~m~~rc;:~g~r:~g~E~~~~~~R~~~ 1:f TH.E CITY OF CARLSBAD. · ~IC.~ \,)\_: ~ OWNl!ll(SJIQWNBR'S AOENTNAM1l(l'l\lN11 ·- ... "/'M ~ /o/6/ce, OWN11R(S)IDWNl!ll'$A1ll!NTNAME(S1CINATIJRB) DA 1l STORM WATER POLLUTION PREVBNTlQNNOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE '{O PACILIT ATE RAl'ID . . INSTALLATION OP EROSION AND SEDIMENT CONTROL · . BMPS WHEN RAIN IS EMINENT, . . 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES :ro WORKJNG ORDER TO THE SATlSPACTlON OP THE CITY BNOJNBBR AFTER BACH RUN- OFF PRODUCING RATNFALL . 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BB REQUIRED BY 11-IB CITYENOlNBERlNG OR BUTLDINO INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN ClRCUMST ANCBS WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES:SHALL BE 1N PUCE AT THE END OP EACH WORKJNO DAY WHBNTHE ·FIVB (S) D'AY RAIN PROBABiLITY FORECAST EXCEEDS PORTY PBRCEN:r (40%). SILT AND OTHER DEBRIS SHALL s. !~=:~=~:~~::~;;TYPE ivrrH 3l4 lNCH MINIMUM AGGREGATE. 6 .. ADEQUATE EROSION.AND ~EDIMENT CONTROL AND 1 PERIMETER PROTECTION B~T ~ANAGEMENTPRACTICB ; MEASURES MUST BB INSTALLED AND MAINT~lNED. $$CTAI,NOTBS ! .P~oJECT INFORMATION Si~Addms: "'2,·2.G-2-FAtaAbA'-1 As,;_,r·s11;;...,11o1w~ oe,-( \ 2 l'to]ccl ID: C-(.3 "J.-3 I It./ Construciion l'errnil No.: -~ f'o 9-U b Estimalcd Conslnlction Start Daleo b /~-· Pro]'°' Duration .......,....fu.._M"'!lha ·Emergency Con1aet: Name: ~,,..\< I,)\...~!,;(:... 24 hour Ph!lllo: ~ot..Stf£..'t Perceived Thtcal to Slonn Waler Quality· Medium e::::> lfmcd1um box is checked, mustallach a silcplan sheet showing proposod work lll'ea and lncatioo of prOJ!OGO(I Sll'Ucturel BMPs ' For City Use Only CITY OF CARLSBAD STANDAR911ER I ~WPPP Approve~!~+-&fiz/§f; ( Pagelofk ""'- ... Erosion Control BMPs Tf8oklng Control BMPs 'Non-Stenn ater I Waste Mari~gemeiifand Materials Sedlrmint Control BMPs Ma1;1agement BMPs Pollution Control BMPs s -g ... J. g ii C: J i § 'l! i 11 'Best Management Practice l! f j.!l D-.[ ·I ~i I ~ a, ; "" ~"' I ~ ~ I ~ ·1 8 ~ 8 I f w % 1 • ; I§ .-.; .ill' j "' * ~ .. -g ~ j '8 ;; 51 ~ I "" ~-i-;:; § !i 3: Ii (BMP) Description ~ i e ~ !I "' .l!"' § l 2l & i-~ { ::; cf llf l-Ji if it 0 ::, §! 1ll m .!! "'0 I Ji I ;a & ~ £e o E J!l i 'I! 8, §"' JJ ., If "" l ;; :> € .. ! i g t; i~ ill cl m 6 G! c'/l h J !.i I~ t; .f'e _,:; m :E'" h ~ ~~ j I!! .. a. ~6 == lq'j cl! iB h 81 rn 0. o.o :. in ::; II)::; CA&QA DesignaUon'-') ~ -~ ~ ~ ;L ., J; :z ili ili gj tb lU w w "' "' m rn rn w Constructlon Activity UI : 6 l ~ ~ "' I- ... .., :,; ;x '1 ~-. rh i '? I I ; z :z. z ~ ::; s: s: s: s: l:x'l Grad!..,,,..., Dlalutbanca• '.L' Trenching/Excavation Stocl<plllng ---;;, ..,,, Conerete/Asphall Sawcuttlng >("'1~ 5a' Conorataffalwcric )<; ~x ){I Paving )<I ~~ }('I Condul!/Pipe lnstanallon 1'1 Slucca/Mol1arWork · Wasle Disposal IXI staglngll.RyDcwn l>saa 17'----Equipment Maintenance and Fuallng Haurdoue SUbStancit Use/Storage Dewalering sue Ai:cess Across Dirt Ollier01st~ ~ ·Begin by reviewi!'g the list of constru,ction activities and chi:cking t'he box to the left of any activity that will occur during th; proposed consuuction. Add any other activity descriptions in the blank activity dosoription boxes provided for that purpose and place a check in tho box immediately to the left of the added activity description. For each activity descrribcd, pick one or 'more best management · practices (BMPs) li'am the list located alon the top of the form. Then place an X in the boio at tl1e place where the'.activity row intersc'CIS wi'ib the BMl' column: Do this for each activity that was c'hcoked off and for each of tho selected 8MPs.selected from the list. Por Example-If the project includes site access across dirt, t'hen chi:ck the box to th6 left of"Site Access Across Dirt~. Then teview tlie list for something that applies such as "Stabilized Construcion Ingress/Egress" under TrackingControt-Follow aldng 1he "Site Access Across Din" row until you get to the "Stabilized Construction Ingress/Egress" column and pbtccan X in the box where the two meet. As another example say the project included a ,tockpile that you intend IO cover with a plastic sheet. Since plastic sheeting is not on the list of13Mrs, then write in "Cover whb Plastic" in the blank column under the heading Erosion Control BM l's. Then place an X in t'h!' box whore "Stockpiling" r~ lnterSccts the new. "Cover with Plasttcn column. To Im more about W'hel each BMP description means, you may wish to review the BMP Rcrerent;e Handout prepared to 'assist apptii:ants ~ the selectior:, ofappropri~te Best Managemenl Practice measures. The reference also eicplains !he California Stormwslcr Quality Associatil)JI (CASQA) designation a,id h°:" to apply the various selected BMPs to a project .. : · . . · '\' i ;x .,x. 7' Pago2of '2- .. ..... I' , PCR08113 2282 FARADAY AV ISIS: REVISION OF PAVED AREA TO ACCOMODATE FIRE PROTECT'" q/Z/4, {DJ-~ Tb k_a:1S 1'N ~3--t:>017+ C01~i e~ of C,1\Ji '--~-t-F-E.T: V (;/41 O tll {!v(PfAJ /O-o/--0 --0 C -+--• \ C h C55l . ~ \ \ ~ £' «~~J\, 1', \-e-t..-6., ~ I \ .. L/ Ip( ~f;)_,{. ~ I ~ \..,.-.s. ., Jr IL ID/-n{D2---~ScJEo ~I~ 8IJILDING /l)'Z,*~ -----..----F~EAPPRIFORM HEAI.THOEPT __ ...,,.. ___ HAZMATIAIRQ.UM. ----~-OTHEft 8EWil!R Dl8TR TO FROM --~ '---ucANT ----w----lCHOOLFORM CfDFORM ----1----PEIMWORKIHEET ---,---,-.--SPEC 1NSP PLANCORR ---,---.,..,-:,::;;-,r,,_-,_'7-:;-ENG CORR ---,..--.,._--ESGILCORR --------flRECORR ' . ..._, .. ; rgJ D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB073114 Address 2282 Faraday Av Planner Deborah Milam Phone "'"'(7~6~0 ..... ) =60=2=-~46~1"""'9"------------ APN: 212-061-46-00 Type of Project & Use: __ Net Project Density: DU/AC Zoning: C-M General Plan: .El Facilities Management Zone: §. CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: [gJ Item Complete Environmental Review Required: DATE OF COMPLETION: D Item Incomplete -Needs your action YES O NO [gJ TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES D NO [gJ TYPE __ APPROVAURESO.NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO ~ CA Coastal Commission Authority? YES D NO D If. California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619} 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan NA Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus · (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO [g] (Effective date of lnclusionary Ho~sing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) . F:\Plan Checks\CB073114.doc Rev 3/06 •· . ......,~ ... .,.. . DOD ~DD ODD ~DD ODD D~-D ODD Site Plan: Provide a fully dim'ensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. · Applicability: YES D NO IZI 2. Project complies: YES D NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: NA Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required _i.!l_ Shown __ 4. Height: • I Required _1L Shown -11._ 5. Parking: Spaces Required __ Shown __ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ Additional Comments Correction #1 : On the second page in the elevation shown to demonstrate the screening of the roof mounted equipment, please adjust the line of site from Rutherford Rd to intercept the upper corner of the ·building. Please add at least one more elevation to show how roof mounted will be screened from other views of the building than from just College Bl. And Rutherford Rd. Correction #2: Please show how required parking will be provided onsite. P[M c.Jw;~-'41-2: 61.AW., orrec.-h'ovtJ f)~ ~ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER __ DATE ~K/IJf '1'f!tui cfuvk1t3: r!~t of la z. 1kt b~·1i4·ny ls vc'.fiik rY1i F<U(lday !\ve, -P/eM-<. show how l'w/ -erWf'l¼f-t,i/1 Ju s~ {rvM vi'ew {n,w, fvtttl,a, lfve. -Where is f(JJ~i'YI.J rrov1'k.J and how~ F:\Plan Checks\CB073114.doc Rev 3/06 ,. Carlsbad Fire :Oep~rtment Plan Review Requirements Category: TI , INDUST Date of Report: 04-28-2008 Name: Address: Permit#: CB073114 Job Name: ISIS BLEVINS LEAF 7090 CAMINO PACHECO SAN DIEGO CA 92111 Job Address: 2282FARADAY AVCBAD iBU~LDING DEP't, COPY INEQMP:&E='FE---'.Phe-i.tem ... ycn:f'have~sa\nnitteclJ9,r, review is incomplete. At J;pi§...tjm.¥,,,._this.,0£:m.ce:ceannot -~~~~··,~--'.-l.,~i~~~'1"'lf~~~ adequately conduct a review to det_~!J)1,llll;l.,c.0mplianc·e~witli"lne app11ca:ol'e'"codes"and/01'"Slanaar:ds.;..-,R.lease review care~ully a~rrw:ie~ts·atcachectr~Please resubmit the necessary plans and/or specifications, with changes "clouded", to ,t1us"'<Yffice for review and approval. Conditions: Cond: CON0002531 [NOT,MET] FIRE DEPARMENT REQUIREMENTS: 1. Ensur;·tnat~.tge proposed curbing and containment sumps eliminate any possibility of this bulk material from entering the storm drain system, or provide adequate means of collection that ensures any spills or discharge;"are,Jnaintained onsited for proper collection and disposal. .... ~:-,. ... ., . ~~Ji"", 2. Fire Department shall require ;~''Fe.am Fire Protection system" be provided. National Fire ~ Protection Association (NFP A) states th'at.tliis foarm fire suppression system be for Alcohol-Foam production. ' .. , . 3. Because of the nature of this product and the fact tli?itii,it_~oduces highly toxic vapors when heated. And the fact that the vapors are expolsive and heavieu,,t~n air with a specific gravity of 0.787 @20 deg. F (liq.) and 1.4 for vapor, it shall be required tliat'l' lame Detectors be provided at the lowest level where these vapors may collect. 4. Fire Department "Special Use" permits shall be applied for prior to issuance~fNotice of Final "I,-.. fuspection. The specific permit requested is "Flammable and Combustible liquids dispensing, use, storage, tanks" Contact this office for further details at 760-602-4665 Entry: 03/12/2008 By: GR Action: CO Cond: CON00027 46 [MET] E~ hll.1:t-.-~ ... -~-- "THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANC~ OF ,BUILDING PERMIT. '{ THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 04/28/2008 By: GR Action: AP Carlsbad Fire D~partment Plan Review Requirements Category: TI , INDUST Da~e ofReport: 12-31-2007 Name: Address: Permit#: CB073114 Job Name: ISIS Job Address: 2282 FARADAY AV CBAD BlHLDiNG DEPT., COPY Reviewed by: --4-~-' --t- INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0002531 [NOT MET] FIRE DEP ARMENT REQUIREMENTS: 1. Provide details of tank construction, specifically CFC Article 79, Sec 7902.1.9.5 Projectile Protection. Bullet Resistance as defined in Article 2, Sec. 204, and as specified in Section 7702.3.4.3 and UFC Standard 79-7, Section 79.702.7.3. 2. Fire Department shall require a "Foam Fire Protection system" be provided. 3. Fire Department "Special Use" permits shall be applied for prior to issuance of Notice of Final Inspection. The specific permit requested is "Flammable and Combustible liquids dispensing, use, storage, tanks" Contact this office for further details at 760-602-4665 Entry: 12/31/2007 By: GR Action: CO I I I ·I I I I I I I I I I I I I I I I CONSTRUCTION TESTING & ENGINEERING, INC. SAN DIEGO, CA 1441 Montiel Road Suite 115 Escondido, CA 92026 (760) 746-4955 (760) 746-9806 FAX RIVERSIDE, CA 14538 Meridian Parkway Suite A Riverside, CA 92518 (951) 571-4081 (951) 571-4188 FAX VENTURA,CA 1645 Pacific Avenue Suite 107 Oxnard, CA 93033 (805) 486-6475 (805) 486-9016 FAX TRACY,CA 242W.Larch SuiteF Tracy, CA95376 (209) 839-2890 (209) 839-2895 FAX PRELIMINARY GEOTECHNICAL INVESTIGATION J PROPOSED CHEMICAL TANK PADS 2282 PARADA YA VENUE CARLSBAD, CALIFORNIA PREPARED FOR: MR. LEAF BLEVINS 7090 CAMINO PACHECO SAN DIEGO, CALIFORNIA PREPARED BY: CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO, CALIFORNIA 92026 SACRAMENTO, CA 3628 Madison Avenue Suite22 N. Highlands, CA 95660 (916) 331-6030 (916) 331-6037 FAX CTE JOB NO. 10-9348G JANUARY 23, 2008 I I I I I I I I I I I I I I I I ·1 I I TABLE OF CONTENTS Section .Page EXECUTIVE SUMMARY ............................................................................................. ; .. : ............ 1 1.0 INTRODUCTION AND SCOPE OF SERVICES .................................................................... 2 1.1 Introduction ..................................................................................................................... 2 1.2 Scope of Services ........................................................................................................... 2 2.0 SITE BACKGROUND .............................................................................................................. 3 2.1 Site Location and Description ........................................................................................ 3 2.2 Site Development ........................................................................................................... 3 3.0 FIELD AND LABORATORY INVESTIGATIONS ................................................................ 3 3 .1 Field Investigations ........................................................................................................ 3 3.2 Laboratory Investigation ................................................................................................ 4 4.0 GEOLOGY ................................................................................................................................ 4 4.1 General Setting ............................................................................................................... 4 4.2 Geologic Conditions ...................................................................................................... 5 4.2.1 Undocumented Fill (not mapped) ........................................................................ .5 4.2.2 Tertiary Santiago Formation ................................................................................. 5 4.3 Groundwater .................................................................................................................. 6 4.4 Geologic Hazards and Assessment ................................................................................ 6 4.4.1 Local and Regional Faulting ............... ~ ................................................................. 6 4.4.2 Liq1,1efaction and Seismic Settlement Evaluation ................................................. 8 4.4.3 Tsunamis and Seiche Evaluation .......................................................................... 8 4.4.4 Landsliding ........................................................................................................... 9 4.4.5 Compressible, Expansive, and Corrosive Soils .................................................... 9 5.0 CONCLUSIONS AND RECOMMENDATIONS .................................................................. 10 5.1 General ........................................................................................................................ ;10 5.2 Grading andEarthwork ...................................................................................... : ......... 11 5.3 Site Preparation ............................................................................................................ 11 5.4 Excavations ................................................................................. ; ................................ 12 5.5 Fill Placement and Compaction ................................................................................... 12 5.6 Fill Materials ................................................................................................................ 13 5.7 Temporary Construction Slopes ............................................. : .................................... 13 5.9 Foundations and Slab Recommendations .................................................................... 14 5.9.1 Foundations ....... : ................................................................................................. 14 5.9.2 Foundation Setback ............................................................................................. 15 5.9.3 Concrete Slab-On-Grade ..................................................................................... 16 5.10 Seismic Design Criteria ............................................................................................. 16 5 .11 Lateral Resistance and Earth Pressures ...................................................................... 17 5.12 Drainage ....................... ; ............................................................................................. 17 5.13 Slopes ......................................................................................................................... 18 I I I I I I I I I I I I I I I I I I I 5 .14 Construction Observation .......................................................................................... 18 5 .15 Addendum Geotechnical Report and Plan Review .................................................... 18 6.0 LIMITATIONS OF INVESTIGATION .................................................................................. 19 FIGURES FIGURE 1 FIGURE2 FIGURE3 APPENDICES APPENDIXA APPENDIXB APPENDIXC APPENDIXD INDEX MAP EXPLORATION MAP REGIONAL FAULTS AND SEISMICITY MAP REFERENCES CITED FIELD METHODS AND EXPWRATION LOGS LABORATORY METHODS AND RESULTS STANDARD GRADING SPECIFICATIONS I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 EXECUTIVE SUMMARY Page 1 CTE Job No. 10-93480 This Preliminary Geotecbnical Investigation was performed to provide an assessment and recommendations for the proposed chemical tank pads located at 2278 Faraday Avenue in Carlsbad, California. The proposed development consists of the construction of two concrete pads to support two new chemical storage tanks. The pads will be added to_the north portion of the existing research facility which is currently bound by a security fence. The proposed development is feasible from a geotecbnical perspective provided the recommendations of this report are implemented·. Earth materials underlying the site consist of Undocumented Fill that overlies Tertiary Santiago Formation siltstone. The site undocumented fill soils are considered to be compressible in their present condition, and should be removed and properly compacted as engineered fill in areas to receive structures and improvements. The Tertiary Santiago Formation siltstone is suitable in its present condition for support of the proposed structures and improvements; however, it could require local shallow removal and compaction in order to provide uniform bearing conditions for proposed surface improvements.· Surface springs or seeps were not observed and groundwater was not encountered by our subsurface explorations. Therefore, groundwater is not anticip3:ted to adversely affect the site. \\Cte_server\projects\10-9348G\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday A venue, Carlsbad, California January 23, 2008 Page2 CTE Job No. 10-9348G The site is not located within a state defined Alquist-Priolo Earthquake Fault Hazard Zone, and based on our site reconnaissance, evidence from our explorations, and a review of the referenced literature, no known active fault traces underlie or project toward the site. 1.0 INTRODUCTION AND SCOPE OF SERVICES 1.1 Introduction This report presents the results of our preliminary investigation and provides site-specific conclusions and geotechnical engineering criteria for construction of the proposed chemical tank pads located at 2282 Faraday Avenue in Carlsbad, California. Our work was authorized through the CTE proposal G-1647, dated December 6, 2007. Geotechnical recommendations for excavation, fill placement, and foundations for the proposed chemical· tank pads are presented in this report. Our investigation included field exploration, laboratory testing, geologic hazard evaluation, engineering analysis, seismic analysis, and preparation of this report. Cited and reviewed references are presented in Appendix A. Boring logs are located in Appendix B. Appendix C contains our laboratory methods and results. Figure 1 is an index map showing the approximate site location. Figure 2 shows generalized site layout and the approximate location of our subsurface explorations. Figure 3 shows regional faulting and seismicity. 1.2 Scope of Services Our scope of services included: • Review of readily available geologic reports and documents pertinent to the site area. \\Cte_ser:ver\projects\10-9348G\RpLGeolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tanlc Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 · Page3 CTE Job No. 10-9348G • Field exploration by a truck-mounted, eight-inch hollow-stem auger and disturbed/relatively undisturbed samples were ob~ained to evaluate site subsurface conditions. • Laboratory testing of select soil samples to provide data for evaluation of geotechnical characteristics of the site foundation soils. • Assessment of site geologic conditions pertinent to the site. • Preparation of this report providing a summary qf the investigation performed, and cqnclusions and geotechnical engineering recommendations for the site. 2.0 SITE BACKGROUND 2.1 Site Location and Description The proposed project is located at 2282 Faraday Avenue in Carlsbad, California. The subject site is relatively flat with an average elevation of approximately 304.5 feet above mean sea level (msl). Surface drainage at the proposed building site is toward the southwest comer of the property (toward storm drain) at an estimated surface gradient of less than two percent. 2.2 Site Development The proposed development consists of the construction of two concrete pads to support two new chemical storage tanlcs. The pads will be added to the north portion of the existing research facility bound by a security fence. 3.0 FIELD AND LABORATORY INVESTIGATIONS 3.1 Field Investigations Field exploration was conducted on January 7, 2008 and included site reconnaissance and the excavation of two subsurface borings using a truck-mounted drill rig, with eight-inch hollow- stem augers. Explorations extended to a maximum explored depth of approximately 11.5 feet \\Cte_serverlpmjects\10-9348G\Rpt_GeofuvestJ)348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 Page4 CTE Job No. 10-9348G below grade (fbg). Soils were logged in the field by a CTE geologist and visually classified in accordance with the Unified Soil Classification System. Disturbed and relatively undisturbed samples were collected by driven SPT and Modified California samplers, respectively. Samples were transported for testing to the CTE geotechnical laboratory in Escondido, California. Exploration logs, including descriptions of the soils encountered, are presented in Appendix B. Field descriptions presented on the exploration logs have been modified, where appropriate, to reflect laboratory test results. Approximate field exploration iocations are shown on Figure 2. 3 .2 Laboratory Investigation Laboratory tests were conducted on selected soil samples for classification purposes and to evaluate physical properties and engineering characteristics. Laboratory tests conducted for this investigation included: In-Place Moisture and Density, 200 Wash, Modified Proctor, pH'., resistivity, and soluble sulfates/chlorides. Test method descriptions and laboratory results are included in Appendix C. 4.0 GEOLOGY . 4.1 General Setting The project is located within the Peninsular Ranges physiographic province, which is characterized by northwest-trending mountain ranges, intervening valleys, and predominantly northwest trending regional faults. Physiographically, the site lies at the border between the coastal plain and mountainous areas of the Peninsular Ranges province. Geologic units are characterized by Quaternary and Tertiary-aged sedimentary deposits that overlie an eroded basement surface consisting of Jurassic and Cretaceous crystalline rocks. Landforms in this area \\Cte_serverlprojects\10-93480\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday A venue, Carlsbad, California- January 23, 2008 Page5 CTE Job No. 10-9348G are generally "tread" and "riser" hills and erosional terraces dissected by rivers and intermittent creeks. 4.2 Geologic Conditions Regional mapping by Tan and Kennedy (1996), indicates surface and near-surface bedrock at the site consist of interbedded siltstone, claystone and sandstone of the Tertiary Santiago Formation siltstone. Our observations and field explorations at the site encountered Undocumented Fill overlying the Tertiary Santiago Formation. The site earth materials are further described in the following text. 4.2.1 Undocumented Fill (not mapped) Undocumented Fill soils were encountered in both of our explorations and were observed to extend to a maximum depth to approximately 10.5 fbg. However, locally deeper fills cannot be precluded. The soil generally consists of stiff to very stiff, slightly moist, mottled light brown and gray silt to clay with trace fine gravel. Undocumented Fill is generally considered to be unsuitable for the support of improvements, but in areas of deeper fill, these materials may underlay two feet of recompacted fill material in which the proposed foundations will bear. 4.2.2 Tertiary Santiago Formation Tertiary age siltstone was encountered beneath the Undocumented Fill in both of the . . explorations advanced for this geotechnical investigation. The Tertiary Santiago Forination extended to the maximum depth of the explorations (approximately 11.5 feet). The site siltstone was observed to generally consist of hard, moist, dry, mottled gray and \\Cte_server\projectsU0-9348G\Rpt_Geoinvest_9348.doc I I I I I I I I I I. I I I I I I I I I ,:,111' Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 Page6 CTE Job No. 10-9348G brown siltstone. This material is considered suitable for the support of the proposed improvements, as recommended herein. 4.3 Groundwater Surface springs or seeps were not observed and groundwater was not encountered by our subsurface explorations. Groundwater is not .anticipated to adversely affect the site, provided typical surface drainage patterns are developed or maintained. 4.4 Geologic Hazards and Assessment The following subsections discuss the typical geologic hazards that were considered pertinent to the site, and an assessment of the potential impacts these hazards could have concerning site location and proposed improvements. 4.4.1 Local and Regional Faulting The site is· not located within a state defined Alquist-Priolo Earthquake Fault Hazard Zone, and based on our site reconnaissance, evidence from our explorations, and a review of the referenced literature, no known active fault traces underlie or project toward the site. According to the California Division of Mines and Geology, a fault is active if it displays evidence of activity in the last 11,000 years (Hart and Bryant, 1997). The California Geological Survey broadly groups faults as "Class A" or "Class B" (CGS, 2003). Class A faults are identified based upon relatively well constrained paleoseismic activity, and a fault slip rate of more than 5 millimeters per year (mm/yr). In contrast Class B faults have comparatively less defined paleoseismic activity and are considered \\Cte_serverlprojects\10-9348G\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday A venue, Carlsbad, California January 23. 2008 Page7 CTE Job No. 10-9348G to have a fault slip rate less than 5 mm/yr. The nearest known Class A fault to the site is the Temecula segment of the Elsinore ·Fault which is approximately 36.4 kilometers northeast of the site. The closest ·class B fault is the Rose Canyon fault, which is approximately 11.2 kilometers west of the site. The following Table 1 presents the six nearest faults to the site, including their earthquake maximum magnitude and fault classification. The attached Figure 3 shows regional faults and seism.icity with respect to the site. DISTANCE MAX1MUM FAULT NAME FROMSITE EARTHQUAKE CLASSIFICATION (KILOMETERS) MAGNITUDE Rose Canyon Fault 11.2 7.2 B Newport-Inglewood 14.6 7.6 B Coronado Bank 36.4 7.6 B Elsinore-Temecula 36.6 6.8 A Elsinore-Julian 36.6 7.1 A · Elsinore-Glen Ivy 56.9 6.8 A California Geologic Survey, Probabilistic Seismic Hazards Mapping Ground Motion Page ( on line pshamap.asp) indicates ground motions with 10% probability of exceedance in _50 years for the site, as underlain by soft bedrock, are as shown on Table 2 below. \\Cte_serverlprojects\10-93480\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical· Investigation Proposed Chemical Tan1c Pads 2282 Faraday A venue, Carlsbad, California January 23, 2008 PARAMETER Ground Acceleration Spectral Acceleration at Short (0.2 second) Duration Spectral Acceleration at Long (1.0 second) Duration Page8 CTE Job No. 10-9348G UNIT GRAVITY 0.283 0.678 0.308 The site could be subjected to significant shaking in the event of a major earthquake on any of the faults listed above or any other local or distant seismic sources. However, the seismicity of the site is similar to conditions throughout the Carlsbad area. 4.4.2 Liquefaction and Seismic Settlement Evaluation Liquef~ction occurs when saturated fine-grained sands or silts lose their physical strengths during earthquake induced shaking and behave as a liquid. This is due to loss of point-to-point grain contact and transfer of normal stress to the pore water. Liquefaction potential varies with water level, soil type, material gradation, relative density, and probable intensity and duration of ground shaking. Due to the generally stiff . . to hard nature of the site materials, the potential for liquefaction and/or seismic settlement damage to proposed improvements is very low. 4.4.3 Tsunamis and Seiche Evaluation According to McCulloch (1985), the tsunami potential in the San Diego County coastal area for one-in-100 and one-in-500 year tsunami waves are approximately four and s~ feet. This suggests that there is a low probability of site damage due to the elevation of \\Cte_server\projects\10-9348G\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 Page9 CTE Job No. 10-9348G the site, approximately 304.5 feet above msl. In addition, damage caused by oscillatory waves (seiche) is considered unlikely due to the site elevation, and distance from up gradient water bodies. 4.4.4 Landsliding Regional mapping by Tan and Giffen (1995), indicates the general area of the site is "generally susceptible" to landsliding. However, landslides were not encountered during our investigation and have not been mapped in the vicinity of the site. Consequently, we expect the potential for pre-existing landslides at the site to be very low. 4.4.5 Compressible. Expansive, and Corrosive Soils Undocumented Fill is considered to be at least locally compressible in its present condition. However, shallow Undocumented Fill will be removed and recompacted beneath any shallow proposed improvements during site preparations. Siltstone of the Tertiary Santiago Formation at the site is hard and typically has a very low compressibility. Our observations indicate the site soils anticipated to be encountered 4uring proposed grading and constnlc~ion have a generally low Expansion Index (Expansion Index less than 50). Upon completion of laboratory testing and addendum letter will be issued providing the result of expansion potential · testing, should they differ from our assumptions herein. \\Qe_servet\projects\10-9348G\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 Page 10 CTE Job No. 10-9348G Although analytical test results are still pending, we anticipate on-site materials have a low to moderate potential to corrode concrete and/or ferrous metal improvements. However, an appropriate addendum will be issued if results differ from our assumptions herein. Additional sampling and testing during construction may also be warranted for final design of improvements. A qualified ·corrosion specialist may be consulted to provide recommendations for protection of improvements, if required. 5.0 CONCLUSIONS AND RECOMMENDATIONS 5.1 General The site .can be developed from a geotechnical perspective provided the recommendations of this report are followed. Undocumented Fill soils are unsuitable for support of structures, structural fill, or proposed surface improvements in their present condition. Therefore, in areas to receive structures or structural fill, these soils should be excavated, objectionable materials removed, and processed as a compacted fill placed under observation and testing of CTE, to a minimum depth of two feet below footings. Prior to placement of compacted fill, a suitable surface should be exposed under the observation and testing of a CTE representative. On-site native siltstone and compacted fill placed under testing and observation of an engineer are suitable for support of structures and/or surface improvements, respectively. However, structure foundations should be wholly embedded in competent native materials or underlain by two feet of recompacted fill materials. \\Cte_serverlprojects\10-9348G\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 Page 11 CTE Job No. 10-93480 Recommendations for the proposed earthworks and improvements are included in the following sections and Appendix D. However, recommendations in the text of this report supersede those presented in Appendix D. The recommendations may require modifications based on the conditions encountered during grading or as presented in any appropriate addendums prepared prior to grading, as proposed property use and plans become more defined. 5 .2 Grading and Earthwork Upon commencement of work, CTE personnel should continuously observe the grading and earthwork operations for this project. CTE personnel should perform observation and testing of any soil removal, processing, and placement during grading· as they pertain to the Geotechnical Consultant's professional opinions and recommendations contained herein. 5.3 Site Preparation The site should be cleared of any existing debris, improvements not to remain, and other deleterious materials including the previously placed Undocumented Fill. Objectional;>le materials, such as construction debris and vegetation, should be removed from the materials prior to placement _as compacted fill. fu areas to receive structures or distress-sensitive improvements, expansive, surficial 'eroded, desiccated, burrowed, or otherwise loose or disturbed soils should be removed to competent native materials, or to a minimum depth of two feet below footings. Excavation of Undocumented fill to competent Tertiary Santiago Formation or to a minimum depth of 24 inches below the bottom of all proposed foundations, whichever is deeper, is recommended in areas to receive structures, structural fill and/or shallow improvements. \\ae_server\projects\10-9348G\Rpt_Oeolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Prop0sed Chemical Tan1c Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 Page 12 CTE Job No. 10-9348G An engineer or geologist from CTE should observe the exposed ground surface prior to placement of any compacted fills. Removals should continue until suitable materials are encountered. Organic and other deleterious materials not suitable for structural backfill should . be disposed of offsite at a regulated disposal site. It is not anticipated, but select grading to reduce expansion qualities of the site soils may also be necessary depending upon materials encountered .. 5 .4 Excavations Excavations in site materials are considered feasible with standard heavy-duty grading equipment under normal conditions. However, excavations extending to depths greater than those explored during our investigation could encounter denser or harder materials. 5 .5 Fill Placement and Compaction The Geotechnical Consultant should observe that site preparation has occurred before placement of compacted fill. Subsequent to removal of loose, disturbed, or vegetation containing soils, areas to receive fills should be scarified, moisture conditioned as recommended, and compacted fill placed. Fill and backfill should be compacted to a minimum relative compaction of 90 percent as evaluated by ASTM D1557 at moisture contents a minimum two percent above optimum. The optimum lift thickness for backfill soil will depend on the type of compaction equipment used. Generally, backfill should be placed in uniform lifts not exceeding eight inches in lo9se thickness. Backfill placement and compaction should be done in overall conformance with geotechnical recommendations and local ordinances. The Geotechnical Consultant should evaluate the exposed surfaces prior to placement of compacted fill. \\Cte_server\projects\10-9348GIRpt_Geoinvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 5.6 Fill Materials Page 13 CTE Job No. 10-9348G Low Expansion Index soils derived from the ~nsite materials are generally considered suitable for reuse on the site as compacted fill. If used, these materials should be screened of significant construction debris, vegetation matter and materials greater than three inches in diameter. Screened deleterious materials should be removed from the site and disposed of in accordance with applicable regulations and ordinances. Irreducible materials generally greater than three inches in diameter should not be used in shallow fills on the site. The Geotechnical Consultant should further evaluate oversize particle dimensions and quantity during grading as it applies to placement in site fills. Imported fill beneath structures, pavements and walks should have an Expansion Index of 30 or less with less than 35 percent passing the no. 200 sieve. Imported fill soils for use in structurai or slope areas should be evaluated by the soils engineer before placement on the site. 5.7 Temporary Construction Slopes Sloping recommendations for unshored temporary excavations are provided herein. The recommended slopes should be relatively stable against deep-seated failure, but may experience localized sloughing. Recoinm.ended slope ratios are set forth in Table 3. SOILS TYPE C (Undocumented Fills/ Native Materials) SLOPERATIO (Horizontal: Vertical) 1.5:1 (MAXIMUM) MAXIMUM HEIGHT lOFEET \\Cte_server\projects\10-9348G\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday A venue, Carlsbad, California January 23, 2008 Page 14 CTE Job No. 10-93480 A "competent person11 must verify actual field conditions and soil type designations while temporary excavations exist according to Cal-OSHA regulations. In addition, the above sloping recommendations do not allow for surcharge loading at the top of slopes by vehicular traffic, equipment or materials. Appropriate surcharge setbacks must be maintained from the top of all unshored slopes. 5.9 Foundations and Slab Recommendations The following recommendations are for preliminary structure design purposes only. An appropriate addendum should be prepared once a property use and/or final plans are prepared. The additional document would provide additional foundation recommendations, as necessary. The project engineer should evaluate all footing trenches before reinforcing steel placement. Upon completion of rough grading, Expansion Index testing should be completed and the recommendations herein modified, if necessary, in the Building Pad As-Graded Report. 5.9.1 Foundations Continuous and isolated spread footings are suitable for u,se at this site. We anticipate that all footings will be founded entirely upon a minimum 24 inches feet of properly recompacted fill, as recommended herein. Foundation dimensions and reinforcement should be based on ailowable bearing values of 2,500 pounds per square foot (psf) for footings embedded a minimum of 18 inches in properly recompacted fill materials. Allowable bearing values may also be increased by one third for short duration loading, which includes the effects of wind or seismic forces. \\Qe_serverlprojects\!0-9348G\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday A venue, Carlsbad, California January 23, 2008 Page 15 CTE Job No. 10-9348G If utilized, matt foundations should be designed and constructed based on the allowable bearing values above, but require only a minimum 12-inch embedment for an allowable bearing-value of 2,500 psf. If elastic design methods are used, an uncorrected subgrade modulus of reaction of 120 pci is considered appropriate. Minimum footing reinforcement for continuous footings should consist of four No. 4 reinforcing bars; two placed near the top and two placed near the bottom or as per the project structural engineer. The structural engineer should design isolated and/or matt footing reinforcement. Based on the preliminary plans as well as the conditions observed at the site, the maximum total post-construction static settlement is expected to be on the order of 1.0 inches and the maximum differential post-construction settlement is expected to be on the order of 0.5 inches over a distance of approximately 50 feet. Due to the generally hard nature of underlying materials at depth, dynamic settlement is not expected to adversely effect the proposed improvements. 5.9.2 Foundation Setback Footings for structures should be designed such that the horizontal distance from the face of adjacent slopes to the outer edge of the footing is a minimum of 10 feet. fu addition, footings should bear beneath an imaginary 1:1 plane extended up from the bottom of \\Cte_serverlprojects\l().9348G\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsb~d, California January 23, 2008 Page 16 CTE Job No. 10-9348G adjacent parallel trenches or similar excavations located within approximately 10 lateral feet. Existing footings to remain should not be undermined during site preparatory grading. 5.9.3 Concrete Slab-On-Grade Lightly loaded concrete slabs should be designed for the anticipated loadings, but measure a minimum of five inches thick. Minimum slab reinforcement should consist of #3 reinforcing bars placed on 18-inch centers, each way, at mid-slab height. In moisture sensitive floor areas, a vapor barrier of ten-mil visqueen, with all laps and/or penetrations sealed or taped, overlying a two-inch layer of compacted aggregate base or clean sand (SE greater than 30), should be installed. At a .maximum, a two-inch layer of similar material may be placed above the visqueen to· protect the membrane during steel and concrete placement. Slabs subjected to heavier loads, such as automobile or forklift traffic, may require thicker slab sections and/or increased reinforcement. . . 5.10 Seismic Design Criteria In accordance with the 2001 California Building Code, Volume 2, Figure 16-2, the referenced site is located within Seismic Zone 4, and has a seismic zone factor of Z=0.4. The nearest active fault, the Rose Canyon Fault, is approximately 11.2 kilometers to the west and is considered a Type B seismic source. Based on the distance from the site to the Rose Canyon Fault, near source factors of Nv=l.O and Na=l.0 are appropriate. Based on our subsurface explorations, the site has a soil profile type of So and seismic coefficients Cv=0.64 and Ca=0.44. - . \\Cte_servet\projectsU0-9348G\Rpt_Geolnvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 Page 17 CTE Job No. 10-9348G In accordance with the 2006 International Building Code and 2007 California Building Code, the referenced site conforms to a Site Class D. In accordance with Figures 1613.5(3 and 4) and 1613A.5 (3 and 4) the subject site has mapped spectral response acceleration coefficients of Ss=l.149 and Si=0.435 (site coordinates 33.1358 and-117.2780). Therefore, in accordance with Tables 1613.5.3(1 and 2) and 1613A.5.3 (1 and 2), seismic coefficients Fa = 1.040 and Fv = 1.565 appear appropriate for the subject site. 5 .11 Lateral Resistance and Earth Pressures The following recommendations may be used for shallow footings on the site. Foundations placed in engineered fill materials may be designed using a coefficient of friction of 0.30 (total frictional resistance equals the coefficient of friction times the dead load). A design passive resistance value of 200 pounds per square foot per foot of depth (with a maximum value of 1200 pounds per square foot) may be used. The allowable lateral resistance can be taken as the sum of the frictional resistance and the passive resistance, provided the p.assive resistance does not exceed two-thirds of the total allowable resistance. 5.12 Drainage P(!sitive drainage should be directed away from improvements at a gradient of at least two percent for a distance of at least five feet. The project civil engineer should evaluate the on-site drainage and make necessary provisions to convey water off the property through positive flow gradients in a non erosive device. \\Cte_server\projects\10-9348GIRpLGeoinvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 5.13 Slopes Page 18 CTE Job No. 10-9348G Though not anticipated, slopes at this site should be constructed at 2: 1 (horizontal: vertical) or flatter surface ratio. Surface water should not be permitted to drain over the edges of slopes unless that. water is confined to properly designed and constructed drainage facilities. Erosion resistant vegetation should be maintained on the face of all 2: 1 slopes. 5.14 Construction Observation The recommendations provided in this report are based on preliminary design information for the proposed earthworks and the subsurface conditions found in the exploratory boring locations. The interpolated subsurface conditions should be checked in the field during construction. Recommendations provided in this report are based on the understanding and assumption CTE will provide observation and testing services for the project. All geotechnical related work should be observed and tested as they pertain to recommendations contained within this report. All foundation excavations and slope support measures (including tiebacks, etc.) should be evaluated by a CTE representative. 5.15 Addendum Geotechnical Report and Plan Review An appropriate addendum report should be prepared as project use and plans are more defined and available. The addendum report would provide additional geotechnical recommendations, as necessary, for the development-specific project proposed. This addendum report may also incorporate a review of the project grading/improvement and/or foundation plans. \\ae_server\projects\10-9348G\Rpt_GeoinvesU1348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday Avenue, Carlsbad, California January 23, 2008 Page 19 CTE Job No. 10-9348G 6.0 LIMITATIONS OF INVESTIGATION The recommendations provided in this report are based on the anticipated construction and the subsurface conditions found in our explorations. The interpolated subsurface conditions should be checked in the field during construction. Recommendations provided in this report are based on the understanding and assumption that CTE will provide the observation and testing services for the project. All earthworks should be observed and tested in accordance with the recommendations of contained within this report. The project Geotechnical Engineer or their designated representative should evaluate all footing trenches before reinforcing steel placement. The field evaluation, laboratory testing and geotechnical analysis presented in this report have been conducted according to current geotechnical engineering practice and the standard of care exercised by reputable Geotechnical Consultants performing similar tasks in this area. No other warranty, expressed or ·implied, is made regarding the conclusions, recommendations and opinions expressed in this report. Variations may exist and conditions not observed or described in this report may be encou.nt~red during construction. The scope of this report does not include an evaluation of environmental conditions at the site. Our conclusions and recommendations ~e based on the observed conditions. If conditions different from those described in this report are encountered, our office should be notified and additional recommendations, _if required, will be provided upon request. \\Oe_server\projects\10-9348G\Rpt_Geoinvest_9348.doc I I I I I I I I I I I I I I I I I I I Preliminary Geotechnical Investigation Proposed Chemical Tank Pads 2282 Faraday A venue, Carlsbad, California January 23, 2008 Page 20 CTE Job No. 10-93480 We appreciate this opportunity to be of service on this project. If you have any questions regarding this report, please do not hesitate to contact the undersigned. Respectfully submitted, Dan T. Math, GE #2665 Principal Engineer SMC:DTM:nri Dist: ( 5) Addressee ~~f) Shane M. Chambers Staff Geologist \\Cte _serverlprojects\ I 0-93480\Rpt_ Geolnvest_9348.doc :I jl ii I I I filJ 2COi' MapOucst Im; I I I m .l, I \ \ I \' I I M-r:Clelkm~Pal,,:,m:,u t'urpc1t 0 "' [ \2!lD m 0 ... t -----11 .;:uEJ n APPROXIMATE SITE LOCATION ?soom 24!JO ft CONSTRUCTION TESTING & ENGINEERING, INC. GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 1441 MONTIEL ROAD, STE 115 ESCONDIDO CA, 92026 (760) 746-4955 SITE INDEX MAP PROPOSED CHEMICAL TANK PADS 2282FARADAY AVENUE CARLSBAD, CALIFORNIA CTEJOBNO: 10-9348G SCALE: AS SHOWN DATE: FIGURE: 1 01-08 I LEGEND -$-B~l (Nso-so·oo"E -=c.a ~ ===-~-~ E]{[S'1'. JJUJG. F.F=304.50 APPROXIMATE LOCATION OF BORING ADVANCED PROPOSED AREA FOR CONSTRUCTION OF CHEMICAL TANK PADS ~ CONSTRUCTION TESTING & ENGINEERING, INC. 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Jjl-{_.'> .x ,. . , .~·>, .. o,~i. \fr:iirn o<.r-17,n\-.,.;.~/d;,;; r, · r - -REGIONAL FAULT AND SEISMICITY MAP ,n_no~a,, I PROPOSED CHEMICAL TANK PADS 11 CDMG MAP SHEET 49 \ \Cte_server\praJects\Gealaglc Mo.ps\FAUL T MAPS<f'lg 3),dwg 2/13/2oor 7•10r45-AM PST 2282 FARADAY AVENUE CARLSBAD, CAIJFORNIA 3 I I I I APPENDIX A I REFERENCES CITED I I I I' I I I I I I I I I I I I I I I I I I I I I I I 1· I I I I I REFERENCES CITED 1. California Building Standards Commission, 2001, "California Building Code, California code of Regulations, Title 24, Part 2, Volume 2. 2. CDMG, 1996, "Probabilistic Seismic Hazard Assessment for the State of California," California Division of Mines and Geology, Open File Report 96-08. 3. Hart, Earl W. and Bryant, W.A., 1997, "Fault-Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with fudex to Earthquake Fault Zones Maps," California Division of Mines and Geology, Special Publication 42. 4. McCulloch, D.S., 1985, "Evaluating Tsunami Potential" in Ziony, J.I., ed., Evaluating Earthquake Hazards in the Los Angeles Region -An Earth-Science Perspective, U.S. Geological Survey Professional Paper 1360. 5. Tan Siang S. and Giffen Desmond G., 1995, "Landslide Hazards in the Northern Part of the San Diego Metropolitan Area, San Diego County, California: Landslide Hazard Identification Map No. 35", California Department of Conservation, Division of Mines and Geology, Open-File Report 95-04, State of California, Division of Mines and Geology, Sacramento, California. 6. Tan, S. S., and Kennedy, 1996, "Geologic Map of the Oceanside, San Luis Rey, and San Marcos 7.5 Quadrangles, San Diego County, California", California Department of Conservation, Division of Mines and Geology, Open-File Report 96-02, State of California, Division of Mines and Geology, Sacramento, California. I I I I APPENDIXB I EXPLORATION LOGS I I I I I I I I I I I I· I I I I .I I CONSTRUCTION TESTING & ENGINEERING, INC. 6EOTECHNICAl I CONSTRUCTION ENGINEERING TESTltJG AND INSPECTION 1441 MOHIIEL ROAD, SUITE 115 I ESCONDIDO. CA 92026 I 760,746,4965 DEFINITION OF TERMS PRIMARY DMSIONS GRAVELS CLEAN MORETHAN GRAVELS HALFOF <5%FINES COARSE FRACTION IS GRAVELS LARGER THAN WITH FINES NO.4SIEVE SANDS CLEAN MORETHAN SANDS HALFOF <5%FJNES COARSE FRACTION IS SANDS SMAI.LER THAN WITH FINES NO.4SIEVE SILTS AND ClLAYS LIQUID LIMIT IS LESSTHAN50 Sn.TS AND CLAYS LIQUID LIMIT IS GREATER THAN 50 IDGIIl, Y ORGANIC SOILS SYMBOLS SECONDARY DIVISIONS WELL GRADED GRAVELS, GRAVEL-SAND MIXTURES LITILE OR NO FINES POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, LITTLE OF NO FINES SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES, NON-PLASTIC FINES CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES, PLASTIC FINES WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES POORLY GRADED SANDS, GRAVELLY SANDS, LITILE OR NOFJNES SILTY SANDS, SAND-SILT MIXTURES, NON-PLASTIC FINES CLAYEY SANDS, SAND-CLAY MIXTURES, PLASTIC FINES INORGANIC SILTS, VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS, SLIGHTLY PLASTIC CLAYEY SILTS INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY SANDY, SILTS OR LEAN CLAYS ORGANIC SILTS AND ORGANIC CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY SOILS ELASTIC SILTS INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTY CLAYS PEAT AND OTHER HIGHLY ORGANIC SOILS GRAIN SIZES I BOULDERS COBBLES GRAVEL SAND COARSE FINE COARSE lVIEDIUM FINE SILTS AND CLAYS I I .I I I I I 12" 3" 3/4" 4 10 40 200 CLEAR SQUARE SIEVE OPENING U.S. STANDARD SIEVE SIZE ADDITIONAL TESTS (OTHER THAN TEST PIT AND BORING LOG COLUMN HEADINGS) MAX-Maximum Dry Density GS-Grain Size Distribution SE-Sand Equivalent EI-Expansion Index CHM-Sulfate and Chloride Content , pH, Resistivity COR -C01TOsivity SD-Sample Disturbed PM-Permeability SG-Specific Gravity HA-Hydrometer Analysis AL-Atterberg Limits RV-R-Value CN-Consolidation CP-Collapse Potential HC-Hydrocollapse REM-Remolded PP-Pocket Penetrometer WA-Wash Analysis DS-Direct Shear UC-Unconfined Compression MD-Moisture/Density M-Moisture SC-Swell Compression OI-Organic Impurities FIGURE: BLl <> '5' 'o j <> 8 ,...... 1 ~ 0 -~ ~ v.i ~ "' '-' v.i ij ~ v.i g "' A cJ ~ ·t ] B I v.i i:Q A i:Q ::i "SM" bl) 3 <.) :a t CONSTRUCTION TESTING & ENGINEERING, INC. 6EOTECHNICAL I CONSTRUCllON ENGINEERING TESTING ANO INSPECTION tl41 MONTIEL ROAD, Suire 115 I ESCONDIDO, CA 82026 I 760.746.4855 DRILLER: DRILL METHOD: SAMPLE METHOD: SHEET: DRILLING DATE: ELEVATION: of BORING LEGEND Laboratory Tests DESCRIPTION Block or Chunk Sample Bulk Sample Standard Penetration Test Modified Split-Barrel Drive Sampler (Cal Sampler) Thin Walled Army Corp. of Engineers Sample Groundwater Table Soil Type or Classification Change ?---?---?---?---?---?---?-~ F~rmation ~hange f(A~proximat~ boundari~s queried ~?)1 Quotes are placed around classifications where the soils exist in situ as bedrock FIGURE: BL2 11-----~--~~~ PROJECT: IJ I I I I I 1~5- CTEJOBNO: LOGGED BY: .!l t 0) .z- r/J ~ "' it! ....., A ,£1 ,!4 ~ if ~ i§ Q ... o - ~ -~ -- - ... -/ - Chemical Tank Pads 10-9348G SC 'B' 'o s ,.-.. t 0 -~ ~ ! r/J ~ ~ M Cl) :a ] A -~ c.5 g. g ~ Cl) ~ :::i ML CONSTRUCTION TESTING & EN61NEERIN6, INC. GEOTECHNICAL I COQSrRUCTION ENGINEERING TESTING AND INSPECTION 1411 MONIIEL ROAO, sum; !f5 I ESCONDIDO, CA 92026 1 760.146.lm DRil.1.ER: Scott's Drilling Se1vice DRILLMETHOD: 8"HAS SAMPLE METHOD: Modified CAL, SPT, Bulk BORING: B-1 DESCRIPTION ASPALT: 0-0.33'. UNDOCUMENTED FIIL: 0.33 ': Stiff to very stiff, slightly moist, mottled light brown and gray, SILT with trace fine gravel. SHEET: 1 of 1 DRILLING DATE: 1/7/2008 ELEVATION: -304Ft. Laboratory Tests WA, MAX, EI, CHM ------~---------------------------------------· 12 CL MD 20 22 12 14 13 4': Stiff to very stiff, slightly moist, mottled light brown and gray, CLAY with trace fine gravel. 5': with fine gravel comprised of dark brown SILT. 6': More resistant to drilling. 1,.. - --------·1--,1--------------------------------------.. - I -- --I - ~0-, ... _ ---I-- --I .. 15- -- 1-- ,--, ... _ ~0- 1-- ~ -,----I 25- 1 12 21 27 17 32 43 ML-CL SM 7.5': Hard, dry, mottled light brown SILT to CLAY with gravel comprised of siltstone. 10': Same as above. TERTIARY SANTIAGO FORMATION (Tsa): 10.5': Thin seam at contact of very dense, dry, dark brown, silty SAND (SM), underlain by hard, dry, mottled gray and brown SILTSTONE. Total depth = 11.5 fbg. No ground water. Backfilled with excavated soil and two bags ofbentonite chips. MD ' I B-1 ~ PROJECT: CTEJOBNO: I I I I I I I I I I I I I I I I I I I WGGEDBY: d) ld) ,;::, 0 <I) C/l p &! 0 ....., 5 ] j !~ 0 i:Q -0 - ~ ,.. - --- --,__ -- -5-.[ >50 ,.. -- -- -- ".10- ... - I-- ,.. - -- -15- ... - I-- -- -- r£0- -- -- ,.. - ,.. - ¾5- ~ CONSTRUCTION TESTING & ENGINEERING! INC. 8EOTECHNICAL J CONSTRUCTION ENGINEERlffG TESTING ANO INSPECTION 1111 MOUTIEL ROAD. SUITE 115 I ESCONDIDO, CA sma I lG0.146.055 Chemical Tank Pads DRILLER: Scott's Drilling Service SHEET: 1 of 1 10-9348G DRILL METHOD: 8"HAS DRILLING DATE: 1/7/2008 SC SAMPLE METHOD: Modified CAL, SPT, Bulk ELEVATION: -304 Ft. Q 'o u 8 ~ 1 .e bl) BORING: B-2 ....., Cl) .3 Laboratory Tests "' ! 5 t'l:i ;a 0 "' cJ t i:;> ·s t'l:i 0 ::21 ~- DESCRIPTION ASPALT/BASE: 0-0.66'. ML UNDOCUMENTED Fll.L: 0.66': Stiff to very stiff, slightly moist, mottled light brown and gray, SILT with trace fine gravel. TERTIARY SANTIAGO FORMATION (Tsa): 3.5': Seam at contact of very dense, dry, dark brown, silty SAND (SM), underlain by hard, dry, mottled gray and brown SILTSTONE. 5': Dry, mottled gray and brown SILTSTONE. WA drv. mottled ITTav and brown Total depth= 5.5 fbg. No ground water. Backfilled with excavated soil. I B-2 I I I I APPENDIXC I LABORATORY METHODS AND RESULTS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I APPENDIXC LABORATORY METHODS AND RESULTS Laboratory tests were performed on representative soil samples to detect their relative engineering properties. Tests were performed following test methods of the American Society for Testing Materials or other accepted standards. The following presents a brief description of the various test methods used. Laboratory results are presented in the following section of this Appendix. Classification Soils were classified visually according to the Unified Soil Classification System. Visual classifications were supplemented by laboratory testing of selected samples according to ASTM D2487. fu-Place Moisture and Density To determine the moisture and density of in-place site soils, a representative sample was tested for the moisture and density at time of sampling. Modified Proctor To determine the maximum dry density and optimum moisture content, a soil sample was tested in accordance with ASTMD-1557. Expansion fudex Test Expansion fudex Testing was performed on selected samples of the matrix of the onsite soils according to United Building Code Standard No. 18-2. Chemical Analysis Soil materials were collected with sterile sampling equipment and tested for Sulfate and Chloride content, pH, Corrosivity, and Resistivity. Particle-Size Analysis Particle-size analyses were performed on selected representative samples according to ASTM D422. I I I I I I I I I I I I I I I I I I I LOCATION B-1 LOCATION B-1 LOCATION B-1 B-1 LOCATION B-1 -LOCATION B-1 LOCATION B-1 LOCATION B-1 LOCATION B-1 LABORATORY SUMMARY 200 WASH ANALYSIS DEPTH (feet) 0.33-3.0 PERCENT PASSING #200SIEVE pending EXPANSION INDEX TEST UBC 18-2 DEPTH (feet) 0.33-3.0 EXP ANSI ON INDEX pending IN-PLACE MOISTURE AND DENSITY DEPTH (feet) 3 7.5 DEPTH (feet) 0.33-3.0 DEPTH (feet) 0.33-3.0 SULFATE CHLORIDE CONDUCTIVITY CALIFORNIA TEST 424 DEPTH (feet) 0.33-3.0 DEPTH (feet) 0.33-3.0 pH RESISTIVITY CALIFORNIA TEST 424 DEPTH (feet) 0.33-3.0 %MOISTURE 21.1 22.6 RESULTS ppm pending RESULTS ppm pending RESULTS uS/cm pending RESULTS ppm pending RESU:LTS ohms/cm pending CLASSIFICATION pending EXPANSION POTENTIAL pending DRY DENSITY 108.8 104.0 CTE JOB NO. 10-9348G I I I I I I I I I I I I I I I I I I I LOCATION B-1 ell\ CONSTRUCTION TESTING & ENGINEERING. INC. GFOTFCHNICAI I CONSTRUCTION ENGlNFFRING TFSTlNR AND INSPFCTIOI-I MAXTh1lMUM DENSITY AND OPTIMUM MOISTURE CONTENT (MODIFIED PROCTOR) DEPTH OPTIMUM MOISTURE (feeQ (%) 0.33-3.0 pending DRY DENSITY (pcf) pending LABORATORY SUMMARY CTE JOB NO. 10-9348G I I I I I I I I I I I I I I I I I I I APPENDIXD STANDARD SPECIFICATIONS FOR GRADING I I I I I I I I I I I I I I I I I I I AppendixD Page D-1 Standard Specifications for Grading Section 1 -General Construction Testing & Engineering, Inc. presents the following standard recommendations for grading and other associated operations on construction projects. These guidelines should be considered a portion of the project specifications. Recommendations contained in the body of the previously presented soils report shall supersede the i;ecommendations and or requirements as specified herein. The project geotechnical consultant shall interpret disputes arising out of interpretation of the recommendations contained in the soils report or specifications contained herein. Section 2 -Responsibilities of Project Personnel The geotechnical consultant should provide observation and testing services sufficient to general conformance with project specifications and standard grading practices. The geotechnical consultant should report any deviations to the client or his authorized representative. The Client should be chiefly responsible for all aspects of the project. He or his authorized representative has the responsibility of reviewing the fmdings and 1.recommendations of the geotechnical consultant. He shall authorize or cause to have authorized the Contractor and/or other consultants to perform work and/or provide services. During grading the Client or his authorized representative should remain on-site or should remain reasonably accessible to all concerned parties in order to make decisions necessary to maintain the flow of the project. The Contractor is responsible for the safety of the project and satisfactory completion of all grading and other associated operations on construction projects, including, but not limited to, earth work in accordance with the project plans, specifications and controlling agency requirements. Section 3 -Preconstruction Meeting A preconstruction site meeting should be arranged by the owner and/or client and should include the grading contractor, ~es~gn engineer, geotechnical consultant, owner's representative and representatives of the appropriate governing authorities. · Section 4 -Site Preparation The client or contractor should obtain the required approvals from the controlling authorities for the project prior, during and/or after demolition, site preparation and removals, etc. The appropriate approvals should be obtained prior to proceeding with grading operations. STANDARD SPECIFICATIONS OF GRADING Page 1 of 24 I I I I I I I I I I I I I I I I I I I AppendixD PageD-2 Standard Specifications for Grading Clearing and grubbing should consist of the removal of vegetation such as brush, grass, woods, stumps, trees, root of trees and otherwise deleterious natural materials from the areas to be graded. Clearing and grubbing should extend to the outside of all proposed excavation and fill areas. Demolition should include removal of buildings, structures, foundations, reservoirs, utilities (including underground pipelines, septic tanks, leach fields, seepage pits, cisterns, mining shafts, tunnels, etc.) and other man-made surface and s~bsurface improvements from the areas to be graded. Demolition of utilities should include proper capping and/or rerouting pipelines at the project perimeter and cutoff and capping of wells in accordance with the requirements of the governing authorities and the recommendations of the geotechnical consultant at the time of demolition. Trees, plants or man-made improvements not planned to be removed or demolished should be protected by the contractor from damage or injury. Debris generated during clearing, grubbing and/or demolition operations should be wasted from areas to be graded and disposed off-site. Clearing, grubbing and demolition operations should be performed under the observation of the geotechnical consultant. Section 5 -Site Protection Protection of the site during the period of grading should be the responsibility of the contractor. Unless other provisions are made in writing and agreed upon among the concerned parties, completion of a portion of the project should not be considered to preclude that portion or adjacent areas from the requirements for site protection until such time as the entire project is complete as identified by the geotechnical consultant, the client and the regulating agencies. Precautions should be taken during the performance of site clearing, excavations and grading to protect the work site from flooding, ponding or inundation by poor or improper surface drainage. Temporary provisions should be made during the rainy season to adequately direct surface drainage away from and off the work site. Where low areas cannot be avoided, pumps should be kept on hand to continually remove water during periods of rainfall. Rain related damage should be considered to include, but may not be limited to, erosion, silting, saturation, swelling, structural distress and other adverse conditions as determined by the geotechnical consultant. Soil adversely affected should be classified as unsuitable materials and should be subject to overexcavation and replacement with compacted fill or other remedial grading as recommended by the geotechnical consultant. STANDARD SPECIFICATIONS OF GRADING Page 2 of 24 I I I I I I I I I I I I I I I I I I I AppendixD Page D-3 Standard Specifications for Grading The contractor should be responsible for the stability of all temporary excavations. Recommendations by the geotecbnical consultant pertaining to temporary excavations (e.g., backcuts) are made in consideration of stability of the completed project and, therefore, should not be considered to preclude the responsibilities of the contractor. Recommendations by the geotechnical consultant should not be considered to preclude requirements that are more restrictive by the regulating agencies. The contractor should provide during periods of extensive rainfall plastic sheeting to prevent unprotected slopes from becoming saturated and unstable. When deemed appropriate by the geotechnical consultant or governing agencies the contractor shall install checkdams, desilting basins, sand bags or other drainage control measures. In relatively level areas and/or slope areas, where saturated soil and/or erosion gullies exist to depths of greater than 1.0 foot; they should be overexcavated and replaced as compacted fill in accordance with the applicable specifications. Where affected materials exist to depths of 1.0 foot or less below proposed finished grade, remedial grading by moisture conditioning in-place, followed by thorough recompaction in accordance with the applicable grading guidelines herein may be attempted. If the desired results are not achieved, all affected materials should be overexcavated and replaced as compacted fill in accordance with the slope repair recommendations herein. If field conditions dictate, the geotecbnical consultant may recommend other slope repair procedures. Section 6 -Excavations 6.1 Unsuitable Materials Materials that are unsuitable should be excavated under observation and recommendations of the geotecbnical consultant. Unsuitable materials include, but may not be limited to, dry, loose, soft, wet, organic compressible natural soils and fractured, weathered, soft bedrock and nonengineered or otherwise deleterious fill materials. Material identified by the geotecbnical consultant as unsatisfactory due to its moisture conditions should be overexcavated; moisture conditioned as needed, to a uniform at or above optimum moisture condition before placement as compacted fill. If during the course of grading ad:verse geotechnical conditions are exposed which were not anticipated in the preliminary soil report as determined by the geotechnical consultant additional exploration, analysis, and treatment of these problems may be recommended. STANDARD SPECIFICATIONS OF GRADING Page 3 of 24 I I I I I I I I I I I I I I I I I I I AppendixD PageD-4 Standard Specifications for Grading 6.2 Cut Slopes Unless otherwise recommended by the geotechnical consultant and approved by the regulating agencies, permanent cut slopes should not be steeper than 2: 1 (horizontal: vertical). The geotechnical consultant should observe cut slope excavation and if these excavations expose loose cohesionless, significantly fractured or otherwise unsuitable material, the materials should be overexcavated and replaced with a compacted stabilization fill. If encountered specific cross section details should be obtained from the Geotechnical Consultant. When extensive cut slopes are excavated or these cut slopes are made in the direction of the prevailing drainage, a non-erodible diversion swale (brow ditch) should be provided at the top of the slope. 6.3 Pad Areas All lot pad areas, including side yard terrace containing both cut and fill materials, transitions, located less than 3 feet deep should be overexcavated to a depth of 3 feet and replaced with a uniform compacted fill blanket of 3 feet. Actual depth of overexcavation may vary and should be delineated by the geotechnical consultant during grading, especially where deep or drastic transitions are present. For pad areas created above cut or natural slopes, positive drainage should be established away from the top-of-slope. This may be accomplished utilizing a berm drainage swale and/or an appropriate pad gradient. A gradient in soil areas away from the top-of-slopes of 2 percent or greater is recommended. Section 7 -Compacted Fill All fill materials should have fill quality, placement, conditioning and compaction as specified below or as approved by the geotechnical consultant. 7 .1 Fill Material Quality Excavated on-site or import materials which are acceptable to the geotechnical consultant may be utilized as compacted fill, provided trash, vegetation and other deleterious materials are removed prior to placement. All import materials anticipated for use on-site should be sampled tested and approved prior to and placement is in conformance with the requirements outlined. STANDARD SPECIFICATIONS OF GRADING Page4 of24 I I I I I I I I I I I I I I I I I I I Appendix.D Page D-5 Standard Specifications for Grading Rocks 12 inches in maximum and smaller may be utilized within compacted fill provided sufficient fill material is placed and thoroughly compacted over and around all rock to effectively fill rock voids. The amount of rock should not exceed 40 percent by dry weight passing the 3/4-inch sieve. The geotechnical consultant may vary those requirements as field conditions dictate. Where rocks greater than 12 inches but less than four feet of maximum dimension are generated during grading, or otherwise desired to be placed within an engineered fill, special handling in accordance with the recommendations below. Rocks greater than four feet should be broken down or disposed off-site. 7.2 Placement of Pill Prior to placement of fill material, the geotechnical consultant should observe and approve the area to receive fill. After observation and approval, the exposed ground surface should' be scarified to a depth of 6 to 8 inches. The scarified material should be conditioned (i.e. moisture added or air dried by continued discing) to achieve a moisture content at or slightly above optimum moisture conditions and compacted to a minimum of 90 percent of the maximum density or as otherwise recommended in the soils report or by appropriate government agencies. Compacted fill should then be placed in thin horizontal lifts not exceeding eight inches in loose thickness prior to compaction. Each lift should be moisture conditioned as needed, thoroughly blended to achieve a consistent moisture content at or slightly above optimum and thoroughly compacted by mechanical methods to a minimum of 90 percent of laboratory maximum dry density. Each lift should be treated in a like manner until the desired finished grades are achieved. The contractor should have suitable and sufficient mechanical compaction equipment and watering apparatus on the job site to handle the amount of fill being placed in consideration of moisture retention properties of the materials and weather conditions. When placing fill in horizontal lifts adjacent to areas sloping steeper than 5: 1 (horizontal: vertical), horizontal keys and vertical benches should be excavated into the adjacent slope area. Keying and benching should be sufficient to provide at least six-foot wide benches and a minimum of four feet of vertical bench height within the firm natural ground, firm bedrock or engineered compacted :fj.11. No compacted fill should be placed in an area after keying and benching until the geotechnical consultant has reviewed the area. Material generated by the benching operation should be moved sufficiently away from STANDARD SPECIFICATIONS OF GRADING Page 5 of 24 I I I I I I I I I I I I I I I I I I I AppendixD PageD-6 Standard Specifications for Grading the bench area to allow for the recommended review of the horizontal bench prior to placement of fill. Within a single fill area where grading procedures dictate two or more separate fills, temporary slopes (false slopes) may be created. When placing fill adjacent to a false slope, benching should be conducted in the same manner as above described. At least a 3-foot vertical bench should be established within the firm core of adjacent approved compacted fill prior to placement of additional fill. Benching should proceed in at least 3-foot vertical increments until the desired finished grades are achieved. Prior to placement of additional compacted fill following an overnight or other grading delay, the exposed surface or previously compacted fill should be processed by scarification, moisture conditioning as needed to at or slightly above optimum moisture content, thoroughly blended and recompacted to a minimum of 90 percent of laboratory maximum dry density. Where unsuitable materials exist to depths of greater than one foot, the unsuitable materials should be over-excavated. Following a period of flooding, rainfall or overwatering by other means, no additional fill should be placed until damage assessments have been made and remedial grading performed as described herein. Rocks 12 inch in maximum dimension and smaller may be utilized in the compacted fill provided the fill is placed and thoroughly compacted over and around all rock. No oversize material should be used within 3 feet of finished pad grade and within 1 foot of other compacted fill areas. Rocks 12 inches up to four feet maximum dimension should be placed below the upper 10 feet of any fill and should not be closer than 15 feet to any slope face. These recommendations could vary as locations of improvements dictate. Where practical, oversized material should not be placed below areas where structures or deep utilities are proposed. Oversized material should be placed in windrows on a clean, overexcavated or unyielding compacted fill or firm natural ground surface. Select native or imported granular soil (S.E. 30 or higher) should be placed and thoroughly flooded over and around all windrowed rock, such that voids are filled. Windrows of oversized material should be staggered so those successive strata of oversized material are not in the same vertical plane. It may be possible to dispose of individual larger rock as field conditions dictate and as recommended by the geotechnical consultant at the time of placement. STANDARD SPECIFICATIONS OF GRADING Page 6 of 24 I I I I I I I I I I I I I I I I I I I AppendixD Page D-7 Standard Specifications for Grading The contractor should assist the geotechnical consultant and/or his representative by digging test pits for removal determinations and/ or for testing compacted fill. The contractor should provide this work at no additional cost to the owner or contractor's client. Fill should be tested by the geotechnical consultant for compliance with the recommended relative compaction and moisture conditions. Field density testing should conform to ASTM Method of Test D 1556-00, D 2922-04. Tests should be conducted at a minimum of approximately two vertical feet or approximately 1,000 to 2,000 cubic yards of fill placed. Actual test intervals may vary as field conditions dictate. Fill found not to be in conformance with the grading recommendations should be removed or otherwise handled as recommended by the geotechnical consultant. 7 .3 Fill Slopes Unless otherwise recommended by the geotechnical consultant and approved by the regulating agencies, permanent fill slopes should not be steeper than 2: 1 (horizontal: vertical). Except as specifically recommended in these grading guidelines. compacted fill slopes should be over-built two to five feet and cut back to grade, exposing the firm, compacted fill inner core. The actual amount of overbuilding may vary as field conditions dictate. If the desired results are not achieved, the existing slopes should be overexcavated and reconstructed under the guidelines of the geotechnical consultant. The degree of overbuilding shall be increased until the desired compacted slope surface condition is achieved. Care should be taken by the contractor to provide thorough mechanical compaction to the outer edge of the overbuilt slope surface. At the discretion of the geotechnical consultant, slope face compaction may be attempted by conventional construction procedures including backrolling. The procedure must create a firmly_ compacted material throughout the entire depth of the slope face to the surface of the previously compacted firm fill intercore. During grading operations, care should be taken to extend compactive effort to the outer edge of the slope. Each lift should extend horizontally to the desired finished slope surface or more as needed to ultimately established desired grades. Grade during construction should not be allowed to roll off at the edge of the slope. It may be helpful to elevate slightly the outer edge of the slope. Slough resulting from the placement of individual lifts should not be allowed to drift down over previous lifts. At intervals not STANDARD SPECIFICATIONS OF GRADING Page 7 of 24 I I I I ,. I I I I I I I I I 1· I. I I I Appendix.D PageD-8 Standard Specifications for Grading exceeding four feet in vertical slope height or the capability of available equipment, whichever is less, fill slopes should be thoroughly dozer trackrolled. For pad areas above fill slopes, positive drainage should be established away from the top-of-slope. This may be accomplished using a berm and pad gradient of at least two percent. Section 8 -Trench Backfill Utility and/or other excavation of trench backfill should, unless otherwise recommended, be compacted by mechanical means. Unless otherwise recommended, the degree of compaction should be a minimum of90 percent of the laboratory maximum density. Within slab areas, but outside the influence of foundations, trenches up to one foot wide and two feet deep may be backfilled with sand and consolidated by jetting, flooding or by mechanical means. If on-site materials are utilized, they should be wheel-rolled, tamped or otherwise compacted to a firm condition. For minor interior trenche~, density testing may be deleted or spot testing may be elected if deemed necessary, based on review of backfill operations during construction. If utility contractors indicate that it is undesirable to use compaction equipment in close proximity to a buried conduit, the contractor may elect the utilization of light weight mechanical compaction equipment and/or shading of the conduit with clean, granular material, which should be thoroughly jetted in-place above the conduit, prior to initiating mechanical compaction procedures. Other methods of utility trench compaction may also be appropriate, upon review of the geotechnical consultant at the time of construction. In cases where clean granular materials are proposed for use in lieu of native materials or where flooding or jetting is proposed, the procedures should be considered subject to review by the geotechnical consultant. Clean granular backfill and/or bedding are not recommended in slope areas. Section 9 -Drainage Where deemed appropriate by the geotechnical consultant, canyon subdrain systems should be installed in accordance with CTE's recommendations during grading. Typ~cal subdrains for compacted fill buttresses, slope stabilization or sidehill masses, should be installed in accordance with the specifications. STANDARD SPECIFICATIONS OF GRADING Page 8 of 24 I I I I I I I I I I I I I I I I I I I Appendix.D Page D-9 Standard Specifications for Grading Roof, pad and slope drainage should be directed away from slopes and areas of structures to suitable disposal areas via non-erodible devices (i.e., gutters, downspouts, and concrete swales). For drainage in extensively landscaped areas near structures, (i.e., within four feet) a minimum of 5 percent gradient away from the structure should be maintained. Pad drainage of at least 2 percent should be maintained over the remainder of the site. Drainage patterns established at the time of fine grading should be maintained throughout the life of the project. Property owners should be made aware that altering drainage patterns could be · detrimental to slope stability and foundation performance. Section 10 -Slope Maintenance 10 .1 -Landscape Plants To enhance surficial slope stability, slope planting should be accomplished at the completion of grading. Slope planting should consist of deep-rooting vegetation requiring little watering. Plants native to the southern California area and plants relative to native plants are generally desirable. Plants native to other semi-arid and arid areas may also be appropriate. A Landscape Architect should be the best party to consult regarding actual types of plants and planting configuration. 10.2 -Irrigation Irrigation pipes should be anchored to slope faces, not placed in trenches excavated into slope faces. Slope irrigation should be minimized. If automatic timing devices are utilized on irrigation systems, provisions should be made for interrupting normal irrigation during periods of rainfall. 10.3 -Repair As a precautionary measure, plastic sheeting should be readily available, or kept on hand, to protect all slope areas from saturation by periods of heavy or prolonged rainfall. This measure is strongly recommended, beginning with the period prior to landscape planting. If slope failures occur, the geotechnical consultant should be contacted for a field review of site conditions and development of recommendations for evaluation and repair. If slope failures occur as a result of exposure to period of heavy rainfall, the failure areas and currently unaffected areas should be covered with plastic sheeting to protect against additional saturation. STANDARD SPECIFICATIONS OF GRADING Page 9 of 24 I I I I I I I I I I I I' I I I I AppendixD Page D-10 Standard Specifications for Grading In the accompanying Standard Details, appropriate repair procedures are illustrated for superficial slope failures (i.e., occurring typically within the outer one foot to three feet of a slope face). STANDARD SPECIFICATIONS OF GRADING Page 10 of 24 I I I I I I 1- I I I I I I I I I I I I FINISH CUT SLOPE ------- BENCHING FILL OVER NATURAL 10' TYPICAL SURFACE OF FIRM EARTH MATERIAL 15' MIN. (INCLINED 2% MIN. INTO SLOPE) BENCHING FILL OVER CUT FINISH FILL SLOPE SURFACE OF FIRM EARTH MATERIAL 10' TYPICAL 15' MIN OR STABILITY EQUIVALENT PER SOIL ENGINEERING (INCLINED 2% MIN. INTO SLOPE) NOTTO SCALE BENCHING FOR COMPACTED FILL DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 11 of 24 -- I I I I I' I I I I I I I I I I I I I I TOE OF SLOPE SHOWN ON GRADING PLAN FILL _____ _ -- MINIMUM DOWNSLOPE KEY DEPTH ----------~~,p..\.. --_.,,,,... p..iv .,,,,... -~~~ -----~~p..?------,(' p..~\: ---.,.\s\)~' ~---\)I" -,------------! .-,,,,.,. ,,,,.,. .,,,,... 1 O' TYPICAL BENCH / ---WIDTH VARIES /11 -- /"':r --/ 1 _ _,,. COMPETENT EARTH / -.,,,,... MATERIAL -- 2% MIN ---- 15' MINIMUM BASE KEY WIDTH TYPICAL BENCH HEIGHT PROVIDE BACKDRAIN AS REQUIRED PER RECOMMENDATIONS OF SOILS ENGINEER DURING GRADING WHERE NATURAL SLOPE GRADIENT IS 5:1 OR LESS, BENCHING IS NOT NECESSARY. FILL IS NOT TO BE PLACED ON COMPRESSIBLE OR UNSUITABLE MATERIAL. NOTTO SCALE FILL SLOPE ABOVE NATURAL GROUND DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 12 of 24 -- 4' ---------~--------- UJ ;;! 2 ~ Jl 0 UJ "iJ "iJ m Ill 0 (0 -CD !! ...L 0 u) ~ 0 --h 0 NZ .!),. UJ -n 0 Jl G) ~ 0 2 G) - REMOVE ALL TOPSOIL, COLLUVIUM, AND CREEP MATERIAL FROM TRANSITION CUT/FILL CONTACT SHOWN ON GRADING PLAN CUT/FILL CONTACT SHOWN ON "AS-BUILT" NATURAL~ _ TOPOGRAPHY _ --------------CUT SLOPE* ----------- FILL ---------~'€.?-?-.'€.~0"€. ------~uW>pS<oc'<" ---- --co\..\..U" ---,o?so\\.., ---'I 7f.~--~·• ---l ---4' TYPICAL 15' MINIMUM NOTTO SCALE 10'TYPICAL BEDROCK OR APPROVED FOUNDATION MATERIAL *NOTE: CUT SLOPE PORTION SHOULD BE MADE PRIOR TO PLACEMENT OF FILL FILL SLOPE ABOVE CUT SLOPE DETAIL I I I I I I I I 1· ,I I I I I I I I I TYPICAL BENCHING SEE DETAIL BELOW MINIMUM 9 FT3 PER LINEAR FOOT OF APPROVED FILTER MATERIAL FILTER MATERIAL TO MEET FOLLOWING SPECIFICATION OR APPROVED EQUAL: DETAIL 14" SIEVE SIZE PERCENTAGE PASSING 1" 100 90-100 40-100 25-40 18-33 5-15 0-7 INCLINE TOWARD DRAIN AT 2% GRADIENT MINIMUM MINIMUM 4" DIAMETER APPROVED PERFORATED PIPE (PERFORATIONS DOWN) 6" FILTER MATERIAL BEDDING APPROVED PIPE TO BE SCHEDULE 40 POLY-VINYL-CHLORIDE (P.V.C.) OR APPROVED EQUAL. MINIMUM CRUSH STRENGTH 1000 psi PIPE DIAMETER TO MEET THE FOLLOWING CRITERIA, SUBJECT TO FIELD REVIEW BASED ON ACTUAL GEOTECHNICAL CONDITIONS ENCOUNTERED DURING GRADING LENGTH OF RUN INITIAL 500' 500' TO 1500' > 1500' PIPE DIAMETER 4" 6" 8" NO.4 NO.30 NO.8 NO.50 NO. 200 0-3 NOTTO SCALE TYPICAL CANYON SUBDRAIN DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 14 of 24 I I I I I I I I I I I I I I I I I I I CANYON SUBDRAIN DETAILS TYPICAL BENCHING SEE DETAILS BELOW TRENCH DETAILS 6" MINIMUM OVERLAP INCLINE TOWARD DRAIN AT 2% GRADIENT MINIMUM OPTIONAL V-DITCH DETAIL MINIMUM 9 FT3 PER LINEAR FOOT OF APPROVED DRAIN MATERIAL 0 24" MINIMUM MINIMU,M 9 FT3 PER LINEAR FOOT OF APPROVED DRAIN MATERIAL MIRAFI 140N FABRIC OR APPROVED EQUAL APPROVED PIPE TO BE SCHEDULE 40 POLY- VINYLCHLORIDE (P.V.C.) OR APPROVED EQUAL MINIMUM CRUSH STRENGTH 1000 PSI. DRAIN MATERIAL TO MEET FOLLOWING SPECIFICATION OR APPROVED EQUAL: PIPE DIAMETER TO MEET THE FOLLOWING CRITERIA, SUBJECT TO FIELD REVIEW BASED ON ACTUAL GEOTECHNICAL CONDITIONS ENCOUNTERED DURING GRADING SIEVE SIZE 1½" 1" ¾" ¾" NO. 200 PERCENTAGE PASSING 88-100 5-40 0-17 0-7 0-3 LENGTH OF RUN INITIAL 500' 500' TO 1500' > 1500' NOTTO SCALE GEOFABRIC SUBDRAIN STANDARD SPECIFICATIONS FOR GRADING Page 15 of 24 PIPE DIAMETER 4" 6" 8" I I I I I I I I I I I I I I I I I I I 1' 4" DIAMETER PERFORATED PIPE BACKDRAIN 4" DIAMETER NON-PERFORATED PIPE LATERAL DRAIN SLOPE PER PLAN FILTER MATERIAL BENCHING H/2 AN ADDITIONAL BACKDRAIN AT MID-SLOPE WILL BE REQUIRED FOR SLOPE IN EXCESS OF 40 FEET HIGH. KEY-DIMENSION PER SOILS ENGINEER (GENERALLY 1/2 SLOPE HEIGHT, 15' MINIMUM) ' DIMENSIONS ARE MINIMUM RECOMMENDED NOTTO SCALE TYPICAL SLOPE STABILIZATION FILL DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 16 of 24 I I I I I I I I I I I I I I I I I I I 4" DIAMETER PERFORATED PIPE BACKDRAIN 4" DIAMETER NON-PERFORATED PIPE LATERAL DRAIN SLOPE PER PLAN FILTER MATERIAL ADDITIONAL BACKDRAIN AT MID-SLOPE WILL BE REQUIRED FOR SLOPE IN EXCESS OF 40 FEET HIGH. KEY-DIMENSION PER SOILS ENGINEER DIMENSIONS ARE MINIMUM RECOMMENDED NOTTO SCALE TYPICAL BUTTRESS FILL DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 17 of 24 I I I I I I I I I I I I I I I I I I I FINAL LIMIT OF EXCAVATION OVEREXCAVATE OVERBURDEN (CREEP-PRONE) DAYLIGHT LINE OVEREXCAVATE 3' AND REPLACE WITH COMPACTED FILL COMPETENT BEDROCK TYPICAL BENCHING LOCATION OF BACKDRAIN AND OUTLETS PER SOILS ENGINEER AND/OR ENGINEERING GEOLOGIST DURING GRADING. MINIMUM 2% FLOW GRADIENT TO DISCHARGE LOCATION. EQUIPMENT WIDTH (MINIMUM 15') NOTTO SCALE DAYLIGHT SHEAR KEY DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 18 of 24 I I I I I I I I I I I I I I I I I I I NATURAL GROUND PROPOSED GRADING ----------------- COMPACTED FILL ·-------------------------------------------- PROVIDE BACKDRAIN, PER BACKDRAIN DETAIL. AN ADDITIONAL BACKDRAIN AT MID-SLOPE WILL BE REQUIRED FOR BACK SLOPES IN EXCESS OF BASE WIDTH "W" DETERMINED BY SOILS ENGINEER NOTTO SCALE 40 FEET HIGH. LOCATIONS OF BACKDRAINS AND OUTLETS PER SOILS ENGINEER AND/OR ENGINEERING GEOLOGIST DURING GRADING. MINIMUM 2% FLOW GRADIENT TO DISCHARGE LOCATION. TYPICAL SHEAR KEY DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 19 of 24 I I I I I I I I I I I I I I I I I I I FINISH SURFACE SLOPE 3 FP MINIMUM PER LINEAR FOOT APPROVED FILTER ROCK* CONCRETE COLLAR PLACED NEAT A 2.0% MINIMUM GRADIENT A 4" MINIMUM DIAMETER SOLID OUTLET PIPE SPACED PER SOIL ENGINEER REQUIREMENTS COMPACTED FILL 4" MINIMUM APPROVED PERFORATED PIPE** (PERFORATIONS DOWN) MINIMUM 2% GRADIENT TO OUTLET DURING GRADING TYPICAL BENCH INCLINED TOWARD DRAIN **APPROVED PIPE TYPE: MINIMUM 12"COVER SCHEDULE 40 POLYVINYL CHLORIDE (P.V.C.) OR APPROVED EQUAL MINIMUM CRUSH STRENGTH 1000 PSI BENCHING DETAIL A-A TEMPORARY FILL LEVEL MINIMUM 4" DIAMETER APPROVED SOLID OUTLET PIPE *FILTER ROCK TO MEET FOLLOWING SPECIFICATIONS OR APPROVED EQUAL: SIEVE SIZE 1" ¾" ¾" NO.4 NO.30 NO.50 NO. 200 PERCENTAGE PASSING 100 90-100 40-100 25-40 5-15 0-7 0-3 NOTTO SCALE TYPICAL BACKDRAIN DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 20 of 24 I I I I I I I I I I I I I I I I I I I FINISH SURFACE SLOPE MINIMUM 3 FP PER LINEAR FOOT OPEN GRADED AGGREGATE* TAPE AND SEAL AT COVER CONCRETE COLLAR PLACED NEAT COMPACTED FILL A 2.0% MINIMUM GRADIENT A MINIMUM 4" DIAMETER SOLID OUTLET PIPE SPACED PER SOIL ENGINEER REQUIREMENTS MINIMUM 12"COVER *NOTE: AGGREGATE TO MEET FOLLOWING SPECIFICATIONS OR APPROVED EQUAL: SIEVE SIZE PERCENTAGE PASSING 1½" 100 1" 5-40 ¾" 0-17 ¾" 0-7 NO. 200 0-3 TYPICAL BENCHING DETAIL A-A NOTTO SCALE MIRAFI 140N FABRIC OR APPROVED EQUAL 4" MINIMUM APPROVED PERFORATED PIPE {PERFORATIONS DOWN) MINIMUM 2% GRADIENT TO OUTLET BENCH INCLINED TOWARD DRAIN TEMPORARY FILL LEVEL MINIMUM 4" DIAMETER APPROVED SOLID OUTLET PIPE BACKDRAIN DETAIL (GEOFRABIC) STANDARD SPECIFICATIONS FOR GRADING Page 21 of 24 I I I I I I I I I I I I I I I I I I I SOIL SHALL BE PUSHED OVER ROCKS AND FLOODED INTO VOIDS. COMPACT AROUND AND OVER EACH WINDROW. 1 STACK BOULDERS END TO END. FILL SLOPE DO NOT PILE UPON EACH OTHER. 0 0 ~ 0 0 ~10'MINO NOTTO SCALE ROCK DISPOSAL DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 22 of 24 0 STAGGER ROWS I I I I I I I I I I I I I I I I I I I FINISHED GRADE BUILDING 10' SLOPE FACE NO OVERSIZE, AREA FOO_R FOUNDATION, UTILITIES, AND SWIMMING POOLS STREET 5' MINIMUM OR BELOW DEPTH OF DEEPEST UTILITY TRENCH (WHICHEVER GREATER) 0 0 0 ~4·L WINDROW~ TYPICAL WINDROW DETAIL (EDGE VIEW) GRANULAR SOIL FLOODED TO FILL VOIDS HORIZONTALLY PLACED COMPACTION FILL PROFILE VIEW NOTTO SCALE ROCK DISPOSAL DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 23 of 24 0 I I I I I I I I I I I I I I I I I I I ---- ---- GENERAL GRADING RECOMMENDATIONS CUT LOT --ORIGINAL -----GROUND -----------TOPSOIL, COLLUVIUM AND --- WEATHERED BEDROCK ---------- 3'MIN --... --UNWEATHERED BEDROCK OVEREXCAVATE AND REGRADE COMPACTED FILL CUT/FILL LOT (TRANSITION) UNWEATHERED BEDROCK NOTTO SCALE TRANSITION LOT DETAIL STANDARD SPECIFICATIONS FOR GRADING Page 24 of 24 ---ORIGINAL .---,_..,. GROUND ,, ,,,, 'MIN OVEREXCAVATE AND REGRADE 1- 1 I I I I I I I I I I -1 -1 I I I I I I Kiausbmtimer & Associates !:~5 o~:;:n~: ~~~eI1 Blvd. T---------- Rev 3.0 Tel: (858) 677-9878 Fax: (858) 677-9894 ISIS Pharmaceut·icals Acetonitrile and Waste Tank . . Additions 2282 Faraday Ave. Carlsbad, -CA Fire Code ·compliance Report -Rev. 3.0 Date: January 7, 2008 I I I I I I I I I I I I I I I I I I I 2.1 · 3.0 •!• Additional Info: Revised [editorial chan es] for submittal Report revised for new location and for addition of acetonitrile tanks. Report revised for addition ofnew break tank within H-2 Room as art of Acetonitrile s stem. Report revised based on Carlsbad Fire Dept Corrections dated 12/31/07 and ESGIL plan check comments dated 12/27/07. Report also revised based on non-pressurized Acetonitrile tanks. DISCLAIMER November 2, 2007 EK December 9, 2007 EK January 7, 2008 EK This report is the property ofKlausbruckner & Associates and was prepared exclusively for use by ISIS Pharmaceuticals for the hazardous materials & occupancy conditions described in this report. The conditions and operations addressed herein are based on information provided by ISIS Pharmaceuticals. Discrepancies between the information pre~ented herein and actual conditions and conditions presented on plans are the sole responsibility ofISIS Pharmaceuticals. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by ISIS Pharmaceuticals shall be utilized only by ISIS Pharmaceuticals for the hazardous materials and occupancy conditions and the 200 I California Codes conditions and requirements addressed in this report. This report is a set ofrecommendations based on research of the codes, and is specific only to the requirements documented in this report. This report shall not be used as construction documents in any way, nor shall it r~place any construction documents and/or plans/design. Rev 3.0 Klausbruckner & Associates ~==~•~==~ I I I I I I I I I I I I I I I I I I I Table of Contents 1. INTRODUCTION ................................................................................................................................. 1 I.I CONSTRUCTION ....................................................................................................................... , ............ I 1.2 OCCUPANCY AND HAzARDOUS MATERIALS AREAS ............................................................................. I 1.2.1 Indoor Conditions ....................................................................................................................... 1 1.2.2 Outdoor Proposed Conditions ..................................................................................................... I 2. GENERAL PROJECT INFORMATION & SCOPE OF WORK .................................................... 2 2.1 OUTDOOR CONDITIONS ........................................................................................................................ 2 2.2 INDOOR CONDITIONS ............................................................................................................................ 2 2.3 ADDITIONAL INFORMATION FOR ALL PROPOSED TANKS .................................. : ................................... 3 3. OUTDOOR TANK REQUIREMENTS FOR THE FLAMMABLE LIQUIDS TANKS ................ 4 3.1 GENERAL INFORMATION ............................................................................................... 0 ...................... 4 3.1.1 Location and Separation between Tanks: .................................................................................... 4 3.2 TANKREQUIREMENTS ....................... .' .................................................................................................. 5 3.2.1 Tanks Construction. ..................................................................................................................... 5 3.2.2 Tank Supports, Foundation and Anchorage ................................................................................ 6 3.2.3 Normal Tank Venting ................................................................................... : .............................. 7 3.2.4 Emergency Tank Venting ...... : ...................................................................................................... 8 3.2.5 Tank Openings Other Than Vents ............................................................................................... 8 3 .3 LIQUID TRANSFER ................................................................................................................................ 9 3.3.1 Liquid Transfer of Flammable/Combustible Liquids .................................................................. 9 3.3.1.1 Material ................................................................................................................................................. 10 3 .3 .1.2 Pressurized Transfer .............................................................................................................................. 11 3.3.1.3 Overfill Prevention & Fill Connections ................................................................................................ 12 3.3.1.4 Connections, Joints, and Bends .......... : ................................................................................................. 12 3.3.1.5 Valves ......................................................................... .' ......................................................................... 13 3.3.1.6 Piping Support ...................................................................................................................................... 13 3.3.l.7 Testing .................................................................................................................................................. 13 3.4 TANK SPILL CONTROL, DRAINAGE, DIKING AND Sf;CONDARY CONTAINMENT ................................... 14 3.4.1 · Tank ........................................................................................................................................... 14 3.4.2 Fill Connec.tions to Tank ........................................................................................................... 14 3.5 TANKPROTECTION .............................................................. : .......... '. ................................................... 15 3.5.1 Tank Foam Protection ................................................................................................................ 15 3.5.2 Projectile Protection ................................................................................................................. 15 3.5.3 Portable Fire Extinguishers ...................................................................................................... 16 3. 5. 4 Protection Against Vehicles ...................................................................................................... 16 3 .6 OTHER SAFETY REQUIREMENTS & MAINTENANCE ............................................................................ 16 3.6.1 · LimitControl ............................................... ; ............................................................................. 16 3. 6.1 Maintenance of Protected Aboveground Tanks ........................................................................ 17 3. 7 CLEARANCES FROM COMBUSTIBLES ................................................................... , .............................. 17 4. REQUIREMENTS FOR THE PROPOSED FLAMMABLE LIQUIDS BREAK TANK ............ 18 4.1 GENERAL INFORMATION .. : ................................................................................................................. 18 4.1.1 Location and Separation between Tanks .................................................................................... 18 4.2 TANKREQUIREMENTS ............................ , ........................................................................................... 19 4.2.1 Tanks Construction .................................................................................................................... 19 4.2.2 Tank Supports, Foundation and Anchorage .............................................................................. 19 . 4.2.3 Normal Tank Venting ................................................................................................................ 20 4.2.4 Emergency Tank Venting ........................................................................................................... 21 Rev 3.0 Klausbruckner & Associates ~~~.~~~ iii I I I I I I I I I I I I I I I I I I I 4.2.5 Tank Openings Other Than Vents ............................................................................................. 22 4.3 LIQUIDTRANSFER ................................................................................................... : .......................... 23 4.3. J Liquid Transfer of Flammable/Combustible Liquids ................................................................ 23 4.3.1.1 Material ................................................................................................................................................. 24 4.3.1.2 Pressurized Transfer ........................................................................................................................... .' .. 25 4.3.1.3 Overfill Prevention & Fill Connections ................................................................................................ 25 4.3.1.4 Connections, Joints, and Bends ...................................................................... , ..................................... 26 4.3.1.5 Valves ................................................................................................................................................... 27 4.3.1.6 Piping Support ...................................................................................................................................... 27 4.3.1.7 Testing ..................................................................... : ............................................................................ 27 4.4 TANK SPILL CONTROL, DRAINAGE, DIKING AND SECONDARY CONTAINMENT ................................... 28 4. 4.1 Portable Fire Extinguishers ...................................................................................................... 28 4.5 OTHER SAFETY REQUIREMENTS & MAINTENANCE ............................................................................ 28 4.5.1 Limit Control ................... , ......................................................................................................... 28 5. ADDITIONAL INDOOR AND OUTDOOR HAZARDOUS MATERIALS REQUIREMENTS 29 5. I. I Security, Personal Training, and Written Procedures .............................................................. 29 5.1.2 Sources of Ignition .................................................................................................................... 30 5.1.3 Signs/Placards ........................................................................................................................... 31 5.1. 4 Permits & Plans ........................................................................................................................ 32 5.1.5 Hazardous Materials Management Plan ................................................................................... 33 5.1. 6 Hazardous Materials Inventory Statement ................................................................................ 3 3 5.1. 7 Materials Safety Data Sheets ..................................................................................................... 33 5.1. 8 Electrical Requirements ............................................................................................................ 33 6. BUILDING REQUIREMENTS ......................................................................................................... 35 6.1 FI,RE DEPARTMENT ACCESS ........................................................................................... : ................... 35 6.2 WATER SUPPLY ..................................................................... : ............................................................ 35 6.3 KEYBOX ............................................................................................................................................ 35 7. ADDITIONAL EGRESS .................................................................................................................... 36 8. EXPOSURES ....................................................................................................................................... 37 9. CONCLUSIONS .................................................................................................................................. 38 APPENDIX A: CFC 7902.2.6 (VENT SIZING AND DEVICE CAPACITY) & CFC TABLE 7902.1- B· (VENT LINE DIAMETERS) ................................................................................................................... A APPENDIX B: CFC APPENDIX II-B ....................................................................................................... F APPENDIX C: CFC·TABLE 7901.4-A ....................................................................................................... I Rev 3.0 Klausbruckner & Associates ~==!!!!!!T~~~~ I I I I I I I I I I I I I I I I I I I 1. Introduction 1.1 Construction The building is Type VN ·construction. There are no proposed changes to the type of construction. Except for the addition of a 1000 L break tank in exchange for a 1000 L IBC container within the existing H-2 Room, indoor hazardous materials storage and use is not within the scope of this report. 1.2 Occupancy and Hazardous Materials Areas The following is a summary of the hazardous materials added to the site and the scope of this project/report: 1.2.1 Indoor Conditions Not applicable. The quantities of indoor storage and use are not changing. Other than replacing a 1 OOOL IBC of Acetonitrile with a 1000 L break tank of Acetonitrile within the .existing H-2 facility, there are no proposed change to the indoor storage and use. The scope of this report is limited to the new proposed outdoor waste and Acetonitrile storage tanks, and the construction requirements for the break tank for the Acetonitrile transfer within the H-2 Room. 1.2.2 Outdoor Proposed Conditions The scope of the outdoor project/work is limited to the following: • Outdoor Bulk Waste Storage area has been updated. Please note that the waste that was stored previously in multiple drums is now proposed to be stored in the two proposed tanks. • Addition of two [2] 6000 gallon Acetonitrile tanks. The scope of this report is limited to the new proposed outdoor waste and Acetonitrile storage tanks, and the construction requirements for the break tank for the Acetonitrile transfer within the H-2 Room. The scope of this project does not include any other indoor or outdoor storage areas. The only other outdoor hazardous materials storages on the property are two non-flammable compressed gas tanks [Argon and Nitrogen]. Rev 3.0 Klausbruckner & Associates ..-~~~~ Page 1 of38 I I I I I I I I I I I I I I I I I I I 2. General Project Information & Scope of Work This report is based on the 2001 Edi ti op. of the California Fire Code. This report is for the use of the Carlsbad Fire Department to expedite plan review and for ISIS Pharmaceuticals' overview of fire code requirements. 2. 1 Outdoor Conditions Table 2-1: Outdoor Tank Hazardous Materials Material Tank Size Boiling Hazardous CFC: Standard Temperature Materials 79-3 Hazard Ranking op Classification F H R 0 Aqueous Waste 6000 Gal. 148-245 FLlB,IR,OHH 3 2 0 Non-Halogenated Waste 6000 Gal. 176-388 FLIB, IR, OHH, 3 3 0 CA, P65 Acetonitrile [CAS 75-05-8] 6000 Gal. 178 FLIB,IR,OHH 3 2 0 Acetonitrile [CAS 75-05-8] 6000 Gal. 178 FLlB,IR,OHH 3 2 0 Please note that the pH level for the mixture has been estimated by ISIS as 6-7 for both waste tanks. The proposed tanks are UL Listed Protected Aboveground Tanks, as defined by Article 79. 2.2 Indoor Conditions Table 2-2: Outdoor Tank Hazardous Materials Material Tank Size Boiling Hazardous CFC Standard Temperature Materials 79-3 Hazard Ranking ?F Classification F H R 0 Removal of I 000 gal 1000 Gal. 178 FLlB,IR,OHH 3 2 0 Acetonitrile IBC [CAS 75- 05-8] Addition of 1000 gal 1000 Gal. 178 FLlB,IR,OHH 3 2 0 Acetonitrile Break Tank [CAS 75-05-8] Please note that although the proposed break tank is not considered a UL Listed Protected Aboveground Tank, it is a UL Listed Stainless Steel Tank. Rev 3.0 Klausbruckner & Associates ~~~=....-~~~~ Page 2 of38 I I I I I I I I I I I I I I I I I I I 2.3 Additional Information for All Proposed Tanks The tanks will be used as bulk waste and raw material storage and materials will be transferred to and froin these tanks through closed piping system. All liquid transfer shall be in closed system use/piping. A combination of gravity and pump system will be used for transfer of hazardous materials. Gases will not be introduced to provide for liquid transfer by pressure. The transfers occurring in this system are at pressures less than 15 ps1g. Tank separation requirements are based on the type of tank used and the type of liquid stored. Furthermore these products are not classified as Unstable Reactive Materials 1, 2, 3, or 4, and therefore can be considered stable liquids. None of the tanks are heated. . However, the Acetoni_trile tanks [outdoor and indoor] are pressurized tanks [not exceeding 15 psi], and therefore are not considered as "atmospheric tanks." Rev 3.0 Klausbruckner & Associates ~~~!!!!!!! ..... ~~~~ · Page 3 of38 I I I I I I I I I I I I I I I I I I I 3. Outdoor Tank Requirements for the Flammable Liquids Tanks 3. 1 General Information The following table is a summary of the tank additions for the new proposed outdoor storage area. Table 3.1: Tank Information Material Tank Tank Atmospheric Liquid Material of Tank Emergency Diameter Height Tank? Surface Area Construction (See Lining? Vent <1500 Cut-Sheets for) Pressure square feet? (psi) Aqueous 8.7' 17' Yes Yes Stainless Steel Unknown 2.5 Waste Non-8.7' 17' Yes Yes Stainless Steel Unknown 2.5 Halogenated Waste Acetonitrile 8.7' 17' Yes · Yes Stainless Steel Unknown 2.5 Acetonitrile 8.7' 17' Yes Yes Stainless Steel Unknown 2.5 * All of the above-mentioned tanks proposed are UL Listed [UL 2085) Protected Aboveground Tanks · The following requirements apply to all four proposed tanks, unless otherwise noted: 3.1.1 Location and Separation between Tanks • Per CFC Section 7902.1.6 and 8001.11.8, incompatible materials in storage and storage of materials incompatible with materials in use shall be separated by segregating incompatible materials storage by a distance of not less than 20 feet, or isolating incompatible materials storage by a noncombustible partition extending not less than 18 inches above and to the sides of the stored material. There are no foreseeable inr;ompatible materials within the room. Therefore the requirements of Section 7902.1.6 and 8001.11.8 are not applicable. • Per CFC 7902.2.3.1, the separation between tanks containing stable liquids shall be ii;i accordance with Table 7902.2-G. When tanks are in a diked area containing Class I or II liquids, or in the drainage path of Class I or II liquids, and are compacted in three or more rows or in an irregular pattern, the chief is authorized to require greater separation than that specified in Table 7902.2-G or other means to make tanks in the interior of the pattern accessible for firefighting purposes. Based on Table 7902.2-G, for protected aboveground tanks, the minimum shell to shell separation between tanks is 1/6 the sum of adjacent tanks diameters [i.e. 1 .45 feet] but not less than 3 feet. Isis agrees to separate the proposed tanks ·by a minimum distance of 3 feet. Rev 3.0 Klausbruckner & Associates ~==~.~~~~ Page 4 of38 I I I I I I I I I I I I I I I I I I I • Per CFC 7902.2.2.2, aboveground tanks operating at pressures not exceeding 2.5 psig for storage of Class I, II or III-A liquids, which _are designed with a equipped with emergency venting devices limiting pressures to 2.5 psig, shall be located in accordance with Table 7902.2-A. Per CFC Tables 7902.2-A and 7902.2-F, a 6000 gallon aboveground protected tank with emergency relief venting to limit pressures to 2.5 psig requires the following exposure distances: o 7.~ feet minimum distancy from property line or property which is or·can be built upon, including the opposite side of a public way, and o 2.5 feet minimum distance from the nearest side of any public way or from nearest important building on the same property. • Per CFC 7902.2.2. 7 where two tank properties of diverse ownership have a common boundary, the chief is authorized to, with the written consent of the owners of the two properties, apply the distances in Sections 7902.2.2.2 through 7902.2.2.6 assuming a single property.. - • Per CFC 7902.2.2.1, storage of Class I and II liquids in aboveground tanks outside of buildings is prohibited within the limits established by law as the limits of districts in which such storage is prohibited. · · • Per CFC 8001. i'5.4.2, outdoor control areas shall be located not closer than 20 feet of a property line that can be built upon, street, alley or public way. A two-hour fire-resistive wall without openings extending not less than 30 inches above and to the sides of the . storage.area is allowed in lieu of such distance. The tanks are greater than 20 feet of the property line 3.2 Tank Requirements 3.2.1 Tanks Construction • Per CFC 7902.1.9.2 and 7902.1.8.2.1, the design, fabrication and construction of tanks shall be in accordance with recognized good engineering practice and nationally recognized standards. Each tank shall bear a permanent nameplate or marking indicating the standard used as the basis of design, fabrication and construction. . • Per CFC 7902.1.8.2.3 tanks shall be designed for the pressures to which they are subjected as follows: Atmospheric tanks·shall not exceed operating pressures of 1 psig and shall not exceed 2.5 psig under emerge·ncy venting conditions. Such tanks shall not be used for the storage of a liquid at a temperature at or above its boiling point. • Per CFC 7902.1.8.2.4, where a tank is located in an area that is subject to flooding, uplift protection shall be provided. See Appendix B for reference information. • Per CFC 7902.1.8.2.5, prior to being put into service, tanks shall be tested in accordance with nationally recognized standards. • Per CFC 7902.1.8.2.6, tank construction materials shall be compatible with the liquid to be stored. The chief is authorized to require that evidence be submitted to substantiate that the properties of the liquid are compatible with the tank. Please see tank manufacturer information for verification of this requirement. Rev 3.0 Klausbruckner & Associates ~==•~======~ · Page 5 of38 I I I I I I I I I I I I I I I I I I I • Per CFC 7902.1.8.2.7, tanks constructed of combustible materials shall be subject to the approval of the chief and limited to: 1. Installation underground, 2. Case where required by the properties oft~e liquid stored, 3. Storage of Class III-B liquids aboveground in areas not potentially exposed to a spill or leak of Class I _or Ifliquid, 4. Storage of Class III-B liquids inside a building protected by an approved automatic fire-extinguishing system, or 5. Protected tanks which are listed by a nationally recognized testing laboratory to meet CFC Standard 79-7. Please note that the proposed tanks are stainless steel UL Listed Aboveground Protected Tanks. • Per CFC 7902.1.8.2.9, tanks are allowed to have combustible or noncombustible linings. . • Per CFC 7902 .1. 8 .2.10 special engineering consideration shall be used if the specific gravity of the liquid to be stored exceeds that of water or if the tank is designed to contain liquids at a liquid temperature below 0°F. The tanks are not planned to be designed to contain liquids at a liquid temperature below 0°F. Therefore Section 7902.1.8.2.10 does not apply to this project. • Per CFC 7902.1.8.2.12 where subject to· external corrosion, aboveground tanks shall be fabricated from corrosion resistant-materials, coated or provided with corrosion protection. • Per CFC 7902.1.11, the inspection, repair, alteration or reconstruction, including welding, cutting and hot tapping, of aboveground storage tanks and piping that have been placed in service shali be in accordance with nationally recognized standards. Please see Table 3.1 of this report and the manufacturer's cut sheets for details. These tanks are not heated, and therefore will not reach the boiling point temperatures during normal operating conditions. The boiling point of methanol [as worst case ingredient] is 148°F, but the liquid ranges from 148-245°F for the aqueous waste tank, 176-388°F for the non-halogenated waste tank, and approximately 178°F for the acetonitrile tanks. 3.2.2 Tank Supports, Foundation and Anchorage • Per CFC 7902.1.12, in areas subject to _earthquakes, the tank supports and connections shall be designed to resist damage as a result of seismic activity in accordance with the Building Code. • Per CFC 7902.1.16.2, tanks shall rest on the ground or on foundations made of concrete, masonry, piling or steel. Tank foundations shall be designed to minimize the possibility of uneven settling of the tank and to minimize corrosion in any part of the tank resting on the foundation. • Per CFC 7902.1. i 6.4, supports or pilings for aboveground tanks storing Class I, II or IIIA liquids elevated more than 12 inches above ground shall be designed to resist a hydrocarbon pool fire exposure for not less than 2 hours as determined by testing conducted in accordance with, or by an engineering analysis based on the fire exposure and test procedures specified in nationally recognized standards. Exceptions: . Structural supports tested as part of a protected aboveground tank in accordance with Rev 3.0 Klausbruckner & Associates ~==~...,-~~~~ Page 6 of 38 I I I I I I I I I I I I I I I I I I I UFC Standard 79-7 or stationary tanks located inside of buildings protected by an approved automatic sprinkler system designed in acco~dance with section 9002, Standard 10-3. • Per CFC 7902.1.16.3, tanks shall be securely supported. Supports for tanks storing Class I, II or III-A liquids shall be of concrete, masonry or protected steel. • Per CFC 7902.1.16.5, the design of the supporting structure for tanks shall be in accordance with well-established engineering principles of mechanics and shall be in accordance with the Building Code. Please note that the proposed are new UL Listed Protected Aboveground tanks. 3.2.3 Normal Tank Venting • Per CFC 7902.1.9.4, approved flame arresters or pressure-vacuum breather valves shall be installed in normal vents. • CFC 7902.1.13 .2, vent lines from tanks shall not be used for purposes other than venting unless· approved. • Per CFC 7902.1.13 .3, vent line flame arresters and venting devices shall be installed in accordance with their listings. Use of flame arresters in piping systems shall be in accordance with nationally recognized standards. • Per CFC 7902.1.13.4, vent pipe outlets for tanks storing Class I, II, or III-A liquids shall be located such that the vapors are released at a safe point outside of buildings and not less than 12 feet above the adjacent ground level. Vapors shall be discharged upward or horizontally away from closely adjacent walls to assist in vapor dispersion. Vent outlets shall be located such that flammable vapors will not be trapped by eaves or other obstructions and shall be at least 5 feet from building openings or property lines of properties that can be built on. • Per CFC 7902.1.13.5, vent piping shall be constructed in accordance with Section 7901.11. Vent pipes shall be installed such that they will drain toward the tank without sags or traps in which liquid can collect. Vent pipes shall be installed in such a manner as to not be subject to physical damage or vibration. • Per CFC 7902.1.13 .6, tank vent piping shall not be manifolded unless required for special purposes such as vapor recovery, vapor conservation or air pollution control. Manifolded vent pipes shall be adequately sized to prevent system pressure limits from being exceeded when manifolded tanks are subject to the same fire exposure. • Per CFC 7902.1.13. 7, tank venting systems shall be provided with sufficient ·capacity to prevent blowback of vapor or liquid at the fill opening while the tank is being filled. Vent pipes shall not be less than 1 1/4-inch nomirial inside diameter. The capacity of the vent shall be based _on the filling or withdrawal rate, whichever is greater, and the vent line length. Unrestricted vent piping sized in accordance with Table 7902.1-B (See Appendix A for Table) is acceptable to prevent back-pressure development in tanks from exceeding 2.5 psig. Where tank-venting devices are installed in vent lines, their flow capacities shall be determined in accordance with nationally recognized standards. • Per CFC 7902.1.13.8.1, atmospheric storage tanks shall be adequately vented to prevent the development of vacuum or pressure sufficient to distort the roof of a cone roof tank Rev 3.0 Klausbruckner & Associates ~~~~T~~~=1 Page 7 of38 I I I I I I I I I I I I I I I I I I I or exceed the design pressure in the case of other atmospheric tanks as a result of filling or emptying and atmospheric temperature changes. Normal vents shall be sized in accordance with nationally recognized engineering standards or shall be at least as large as the filling or withdrawal connection, whichever is larger, but not less than 11/4-inch nominal inside diameter. If a tank or pressure vessel has more than one fill or withdrawal connection and simultaneous filling or withdrawal can be made, the vent size shall _be based on the maximum anticipated simultaneous flow. • Per CFC 7902. L 13. 8.2, low-pressure tanks and pressure vessels shall be adequately vented to prevent pressure or vacuum from exceeding the design pressure of the tank or vessel as a result of filling or emptying and atmospheric temperature changes. Protection shall also be provided to prevent over pressure from pumps discharging into the tank or vessel when the pump discharge pressure can exceed the design pressure of the tank or vessel. Please note that the proposed tanks are UL Listed Protected Aboveground tanks. 3.2.4 Emergency Tank Venting • Per CFC 7902.2.6 and 7902.1.14.1, aboveground storage tanks shall be provided with emergency venting. Per CFC 7902.2.6~ vent sizing.and device capacity depends on designed pressure of storage vessel .and tanks dimensions. Information/plans must be provided by the tank supplier to show compliance with the requirements ofUFC 7902.2.6. See Appendix A for Sections 7902.2.6 for reference only. Please note that the proposed tanks are UL Listed Aboveground Protected Tanks. Additionally, per CFC 7902.1.9.3, the vent capacity reduction factor in 7902.2.6.3.4 is not allowed for protected aboveground tank. • Per CFC 8003 .1.9 .3 stationary tanks used for tlie storage of hazardous materials liquids which can generate pressures exceeding the tank design limits due to exposure fires or internal reaction shall have some form of construction or device that will relieve excessive internal pressure. Such relief devices shall vent to an approved location or to an exhaust scrubber or treatment system when specified in Sections 8003 .2 through 8003.15. As mentiorn~d previously the proposed tanks are UL Listed Aboveground Protected Tanks with emergency tank venting. See plans and manufacturer's cut sheets for design details. None of the materials in tanks require exhaust scrubbers or treatment systems by the applicable sections of 8003 .2 through 8003 .15. 3.2.5 Tank Openings Other Than Vents • Per CFC 7902.2. 7 .1, connections to aboveground tanks through which liquid can normally flow shall be provided with internal or external valves located as close as practical to the shell of the tank. Connections below the liquid level through which liquid does not normally flow shall be provided with a liquid-tight closure, such as a valve, plug or blind, or a combination of these. Rev 3.0 Klausbruckner & Associates ~~~~.~~~~ Page 8 of38 I I I I I I I I I I I I I I I I I I I • Per CFC 7902.2.7.2, for top-loaded tanks, metallic fill pipes shall be designed and installed to minimize the generation of static electricity by terminating the pipe within 6 inches of the bottom of the tank apd shall be installed to avoid excessive vibration. Filling and withdrawal connections for Class I, II and III-A liquids which are made and broken shall be located outside of buildings at a location away from sources of ignition and not less than 5 feet away from building openings. Such connections for any liquid shall be closed, liquid tight when not in use and properly identified. • Per CFC 7902.2.7.3, any vapor-recovery systems shall be in accordance with CFC Section 5202.13. Please note that the tanks, including all openings/vents, are UL Listed Protected Aboveground Tanks. • Per CFC 7902.1.9 .11 and 7902.1.9 .9, tank openings in protected aboveground tanks shall be through the top only. The fill pipe connection for tanks shall be provided with a means for making a direct connection to the tank vehicle's fuel-delivery hose so that the delivery of fuel is not exposed to the open air during the filling operation. Where any portion of the fill pipe exterior to the tank extends below the level of the top of the tank, a check valve shall be installed in the fill pipe not more than 12 inches from the fill hose connection. See Section 7901.11.4 (Section 3.3.1.5 of this report) for tank valves. ~ Per CFC 7902.1.15.3, openings for manual gaging on tanks storing Class I liquids shall be provided with a vapor-tight cap or cover. Such covers shall be closed when not gaging. 3.3 Liquid Transfer 3.3.1 Liquid Transfer of Flammable/Combustible Liquids • Per CFC 1403, 1405, and 1406, plans, engineering clacs., diagrams and other data shall be submitted with each application for permit. Inspections by building official in accordance with jurisdictional requirements and CMC 1405. Waste or Drainage shall be installed in accordance with the Plumbing Code. Piping and tubing shall b_e installed in accordance with approved standards. Welded connections are required, unless the hazardous material is incompatible with ferrous piping; is so, nonmetallic piping with approved connection is required. • Per CFC 8001.4.3.1, piping, tubing, valves and fittings shall be installed in accordance with approved standards. Approval of fire department will be required. • Per CFC 7903.1.3.5 and 8004.1.15, Class I and II liquids and all other hazardous materials having a health hazard ranking of 3 or 4 shall be transferred using one of the following methods: Rev 3.0 o Through an approved closed piping system. o From containers or tanks by an approved pump taking suction through an opening in the.top of the container or tank. o From containers or tanks by gravity through an approved self-or automatic- closing valve when the container or tank and dispensing operations are provided with spill control and secondary containment. o Approved engineered liquid transfer systems. Klausbruckner & Associates ~~~~ .... ~~== Page 9 of38 I I I I I I I I I I I I I I I I I I I All piping transfers for the proposed closed system are through a combination of gravity and pump system. • Per CFC 7902.1.9.12, approved antisiphon devices shall be installed in each external pipe connected to the protected aboveground tank when the pipe extends below the level of the top of the tank. • Per CFC 7903.3.3 dispensing activities which exceed the amounts set forth in Table 7903.3-A [i.e. 15 gallons at any point in time] shall not be conducted within 15 feet of buildings or combustible materials or within 25 feet of building openings, property lines, streets, alleys or public ways. Dispensing activities which exceed the amounts set forth in Table 7903.3-A shall not be conducted within 15 feet of storage of Class I, II or III liquids unless such liquids are stored in a protected aboveground tank. Dispensing activities as defined by CFC Section 205 as "pouring or transferring of a material from a container, tank or similar vessel whereby vapors, dusts, fumes, mists or gases could be liberated to the ~tmosphere." The owners agree to limit·any dispensing activities ~o 15 gallons or less. • Per CFC 8001,4.2, 8001.4.4, and 8004.2.3.2, containers, cylinders and tanks: Shall be designed and constructed in accordance with nationally recognized standards and shall be of an approved type. Equipment, machinery and required detection and alarms associated with use shali be listed or approved. Approval of fire department will be required. Systems shall be suitable for the use intended and shall be designed by persons competent in such design. Where nationally recognized good practices or standards have been established for the processes employed, they shall be followed in the design. Controls shall be designed to prevent materials from entering or leaving process or reaction systems at other than the intended time, rate or path. When automatic controls are provided, they shall be designed to be failsafe. Please note that materials from tank shall be transferred through an approved closed pipe system from the building into the waste tanks and from the Acetonitrile tanks into the building through the proposed break tank in the existing H-2 Room. Additionally the tanks proposed are U:1-, Listed Protected Aboveground Tanks. 3.3.1.1 Material • Per CFC 7903 .1.3 .4 and 7901.11.1.1, piping, hoses and valves used in liquid transfer operations shall be approved or listed for the intended use. Piping, valves, fittings and related components intended for use with flammable and combustibk liquids shall be designed and fabricated from suitable materials having adequate strength and durability to withstand the pressures, structural stresses and exposures to which they can be subjected. Such equipment shall be in accordance with nationally recognized engineering standards, be listed for the application or be approved. Nonmetallic piping, if used, shall be installed in accordance with the manufacturer's installation instructions. Rev 3.0 Klausbruckner & Associates ~~~~ ..... ~~~= . Page 10 of38 I I I I I I I I I I I I I I I I I I I • Per CFC 7901.11.1.2, low melting point materials, such as aluminum, copper and brass; materials which soften on fire exposure, such as nonmetallic materials; or non-ductile materials, such as cast iron, used underground shall be within their pressure and temperature limitations. When such materials are used outdoors in aboveground piping systems or within buildings, they shall 'be either: 1. Suitably protected against fire exposure, 2. Located such that leakage resulting from failure would not unduly expose persons, buildings or structures, or 3. Located where leakage can readily be controlled by operation of accessible remotely located valves. The owners agree not to use low melting point materials for the proposed outdoor storage/closed system. • Per CFC 8001.4.3.2, piping, tubing, valves and fittings shall be designed and fabricated from materials <;:ompatible with the material to be contained and shall be of adequate strength and durability to withstand the pressure, structural, and seismic stress, and exposure to which they are subject to. Piping and tubing shall be identified in . accordance with nationally recognized standards to indicate the materials conveyed. Emergency shutoff valves shall be identified and the location shall be clearly visible and indicated by means of a sign. Backflow-prevention or check valves shall be provided when the backflow of hazardous materials could create a hazardous condition or cause the unauthorized discharge of hazardous materials. o Readily accessible manual o_r automatic remotely activated fail-safe emergency shutoff valves shall be installed on supply piping and tubing at the following locations: The point of use, and The tank, cylinder or bulk source. • Per CFC 7901.11.3, Piping, related fluid-handling components and supports for both underground and aboveground applications where subject to external corrosion shall be fabricated from noncorrosive materials, coated or provided with corrosion protection as specified in Section 7902.6.15. Dissimilar metallic parts which promote galvanic action shaH not be joined. Per CFC 7902.6.15, cathodic protection systems provided for corrosion protection shall be in accordance with nationally recognized standards. Corrosion-resistant materials of construction, such as special alloys; nonmetallic, reinforced plastic coatings; composites; or equivalent systems, may be used when approved. New underground steel tanks and piping shall be tested by the structure-to- soil-potential method after the system is in operation. The tank manufacturer shall provide a structure lead and a test station. The criteria for adequate corrosion protection shall be in accordance with recognized standards. Testing shall be done at installation and not less than once every five years thereafter by approved qualified persons. 3.3.1.2 Pressurized Transfer Per CFC 7903 .1.3 .2, positive displacement pumps used for transfer of Class I and II liquids shall be provided with pressure relief discharging back to the tank, pump suction or other suitable location, or shall be provided with interlocks to prevent overpressure. Rev 3.0 Klausbruckner & Associates ~--= ... ~~~~ Page 11 of38 I I I I I I I I I I I I I I I I I I I 3.3.1.3 Overfill Prevention & Fill Connections • Per CFC 7902.1.9.8, protected aboveground tanks shall not be filled in excess of90% of their capacity. An overfill prevention system shall be provided for each t·ank. During tank filling operation, the system shall: 1. Provide an independent means of notifying the person filling the tank that the fluid level has reached 85% of tank "capacity by providing an audible or visual alarm signal, providing a tank level gage mark;ed at 85% of the tank capacity, or other approved means, and 2. Automatically shut off the flow of fuel to the tank when the quantity of liquid in the tank reaches 90% of the tank capacity. For rigid hose fuel-delivery systems, an approved means shall be provided to empty the fill hose into the tank after the automatic shutoff device is activated. A permanent sign shall be provided at the fill point for the tank documenting the filling procedure and the tank calibration chart. The filling procedure shall require the person filling the tank to determine the gallonage required to fill it to 90% of the capacity before commencing the fill operation. • Per CFC 7902.1.9.9, the fill pipe for protected aboveground tanks shall be provided with a means for making a direct connection to the tank vehicle's fuel-delivery hose so that the delivery of the fuel is not exposed to the open air during the filling operation. Where any. portion of the fill pipe exterior to the tank extends below the level of the top of the tank, a check valve shall be installed in the fill pipe not more than 12 inches from the fill hose connection. See section 3.3.1.5 of this report on "Valves". 3.·3.1.4 Connections, Joints, and Bends • Per CFC 7901.11.5, connections to an aboveground tank located below normal liquid level shall be provided with internal or external control valves located as close as . practical to the shell of the tank. Except for liquids whose chemical characteristics are incompatible with steel, such valves, when external, and their connections to the tank shall be of steel. • Per CFC 7901.11. 7, flexible joints shall be listed and approved and shall be installed on underground liquid, vapor and vent piping at the following locations: 1. Where piping connects to underground tanks, 2. Where piping ends at pump islands and vent risers, and 3. At points where differential movement in the piping can occur. o Fiberglass-reinforced plastic (FRP) piping need not be provided with flexible joints in locations where both of the following conditions are present: 1. Piping does not exceed 4 inches in diameter, and 2. Piping has a straight rup. of ·. not less than 4 feet on one side of the connection when such connections result in a change of direction. In lieu of the minimum 4-foot straight run length, approved and listed flexible joints are allowed to be used under dispensers and suction pumps, at submerged pumps and tanks, and where vents extend aboveground. • Per CFC 7901.'11.8, pipe joints shall be liquid tight and shall either be welded, flanged or threaded. Threaded or flanged joints shall fit tightly by using approved methods and materials for the type of joint. Joints in piping systems used for Class I liquids shall be welded when located in concealed spaces within buildings. Nonmetallic joints shall be Rev 3.0 Klausbruckner & Associates ~~~!!!!!! ..... ~~~~ Page 12 of38 I I I I I I I I I I I I I I I I I I I approved and shall be installed in accordance with the manufacturer's instructions. Pipe joints which are dependent on the friction characteristics for liquid tightness of piping shall not be used in buildings. The piping shall be secured to prevent disengagement at the fitti~g. . • Per CFC 7901.11.9, pipe and tubing shall not be bent in excess of 90 degrees or at a radius less than five diameters of the nominal trade size of the pipe or tube when the radius is measured from the inside edge of the pipe or tube. 3.3.1.5 Valves Per CFC 7901.11 .4, piping systems shall contain a sufficient number of manual control valves and check valves to operate the system properly and to protect the plant under both normal and emergency conditions. Piping systems in connection with pumps shall contain a sufficient number of such valves to properly control the flow of liquid in normal operation and in the event of physical damage or fire exposure. Connections to pipelines or piping by which equipment, such as tank cars, tank vehicles or marine vessels, discharges liquid into storage tanks shall be provided with check valves for automatic protection against backflow. Manual drainage-control valves shall be located at approved locations remote from the tanks, diked area, drainage system and impounding basin to assure their operation in a fire condition. 3.3.1.6 Piping Support Per CFC 7901.11.6 piping systems shall be substantially supported and protected against physical damage and excessive stresses arising from settlement, vibration, expansion or contraction, or exposure to fire. The supports shall be protected against exposure to fire by: 1. Draining liquid away from the piping system at a minimum slope of not less than 1 percent, 2. Providing protection with a fire-resistive rating of not less than two hours, or 3. Other approved methods .. 3.3.1.7 Testing Per CFC 7901.11.10, unless tested in accordance with the applicable sections of nationally re,cognized standards for pressure piping (see Article 90, Standard a.2.3), piping, before being covered, enclosed or placed in use, shall be hydrostatically tested to 150 percent of the maximum anticipated pressure of the system, or pneumatically tested to 110 percent of the maximum anticipated pressure of the system, but not less than 5 p'sig·at the highest point of the system. This test shall be maintained for a sufficient time period to complete visual inspection of all joints and conne~tions. For a minimum of 10 minutes, there shall not be leakage or permanent distortion. Care shall be exercised to ensure that these pressures are not applied to vented storage tanks. Such storage tanks shall be tested independently from the piping. Rev 3.0 Klausbruckner & Associates ~-~= ... ~~~~ Page 13 of 38 I I I ,I I I I I I I I I I I I I I I I Existing piping shall be tested in accordance with Section 7901.11.10 when the chief has reasonable cause to believe that a leak exists. Piping that could contain flammable or combustible liquids shall not be tested pneumatically. Such tests shall be at the expense of · the owner or operator. 3.4 Tank Spill Control, Drainage, Diking and Secondary Containment 3.4.1 Tank • Per CFC 7901. 8, 7902.1.9 .6, and 8003 .1.3 .2, spill control shall be provided with spill control to prevent the flow of liquids to adjoining areas. Floors in indoor locations and similar surfaces in outdoor locations shall be constructed to contain a spill from the largest single vessel. Liquid-tight dikes are an approved method of spill control. Except for surfacing, the floors, sills, dikes, sumps and collection systems shall be constructed of noncombustible material, and the liquid-tight sea~ shall be compatible with the material stored. When liquid-tight sills or dikes are provided, they are not required at perimeter openings which are provided with an open-grate trench across the opening that connects to an apptoved collection system. • Per CFC 7902.2.8.2, protected aboveground tanks shall be provided with secondary containment, drainage control or diking in accordance with Section 7901.8 or 7902.2.8 or with secondary containment that is a component of the listed protected aboveground tank. The method of monitoring and the capacity of the secondary con~ainment shall be in accordance with Section 7901.8. Enclosed secondary containment shall be provided with emergency venting. Please note that Protected Aboveground Tanks are proposed which include a secondary containment (i.e. double-walled) as a component of the listed protected aboveground tank as allowed by CFC 7902.2.8. Section 7902.2.8.2 is the more specific requirement than the general requirements of Section 7901.8, 7902.1.9 .6, and 8003 .1.3 .2 which apply to all types of tanks. 3.4.2 Fill Connections to Tank Per CFC 7902.1.9 .10, a spill container having a capacity of not less than 5 gallons shall be provided for each fill connection. For tanks with a top fill connection, spill containers shall be noncombustible and shall be fixed to the tank and equipped with a manual drain valve that drains into the primary tank. For tanks with a remote fill connection, a portable spill container shall be provided. Rev 3.0 Klausbruckner & Associates ~==~•==== Page 14 of38 I I I I I I I I I I I I -1 I I I I I I 3.5 Tank Protection 3.5.1 Tank Foam Protection - Per CFC 7902.2.4, when required by the chief, foam fire protection shall be provided for aboveground tanks, other than pressure tanks operating at or above 1 psig, when such tank, or group of tanks spaced less than 50 feet apart measured shell to shell, has a liquid surface area in excess of 1,500 square feet, and is 1. Used for the storage' of Class I or II liquids, 2. Used for storage of crude oil, 3. Used for in-process products and is located within 100 feet (30 480 mm) of a fired still, heater, related fractioning or processing apparatus or similar device at a processing plant or petroleum refinery as herein defined, or _ 4. Considered by the chief as presenting an unusual exposure hazard because of topographical conditions; nature of occupancy, proximity on the same or adjoining property, and height and character of liquids to be stored; and degree of private fire protection to be provided and facilities of the fire department to cope with flammable liquid fires. Where foam fire protection is required, installation shall be in accordance with UPC Standard 79-1 [i.e. NFP A 11]. Where °foam fire protect~on is required, foam-producing materials shall be stored on the premises. Based on correspondences with Carlsbad Fire Department, foam protection systems for outdoor tanks is required to inject foam inside the tank, since the tank is an aboveground protected tank. 3.5.2 Projectile Protection Per CFC 7902.1.9.5, when projectile protection is required by the chief, the protected aboveground tank shall comply with the requirements for bullet resistance as specified in Section 7702.3.4.3. Per CFC 7702.3.4.3, methods of construction other than those specified in Section 7702.3.4.2 are acceptable as bullet resistant construction when tested as prescribed herein. Tests to determine bullet resistance shall be conducted on test panels or empty magazines which shall resist five out of five shots placed independently of each other in an area 3 feet by 3 feet. For ceilings and roofs, the bullet shall be fired at an angle of 45 degrees from the perpendicular. For walls and dc;)Ors, the bullet shall be fired-perpendicular to the wall or door. See BULLET RESISTANT in, Section 203. The proposed tanks are UL Listed Protected Aboveground Tanks. Rev 3.0 Klausbruckner & Associates ~~~~•====~~ Page 15 of38 I I I I I I ·1 I I I I I I I I I I I I • Per CFC 7902.1.16.2, tanks shall rest on the ground or on foundations made of concrete, masonry, piling or steel. Tank foundations shall be designed to minimize the possibility of uneven settling of the tank and to minimize corrosion in any part of the tank resting on the foundation. • Per CFC 7902.1.16.4, supports or pilings for aboveground tanks storing Class I, II or IIIA liquids elevated more than 12 inches above ground shall be designed to resist a hydrocarbon pool fire ·exposure for not less than 2 hours as determined by testing conducted in accordance with, or by an engineering analysis based on the fire exposure and test procedures specified in nationally recognized standards. Exceptions: Structural supports tested as part of a protected aboveground tank in accordance with UFC Standard 79-7 or stationary tanks located inside of buildings protected by an approved automatic sprinkler system designed in accordance with section 9002, Standard 10-3. • Per CFC 7902.1.16.3, tanks shall be securely supported. Supports for tanks storing Class I, II or III-A liquids shall be of concrete, masonry or protected $teel. • Per CFC 7902.1.16.5, the design of the supporting structure for tanks shall be in accordance with well-established engineering principles of mechanics and shall be in ac.cordance with the Building Code. Please note that the proposed tank is a new UL Listed tank. 4.2.3 Normal Tank Venting • Per CFC 7902.1.9 .4, approved flame arresters or pressure-vacuum 'breather valves shall be installed in normal vents. • CFC 7902.1.13. 2, vent lines from tanks shall not be used for purposes other than venting unless app~oved. • Per CFC 7902.1.13 .3, vent line flame arresters and venting devices shall be installed in accordance with their listings. Use of flame arresters in piping systems shall be in accordance with nationally recognized standar~s. • Per CFC 7902.1.13.4, vent pipe outlets for tanks storing Class I, II, or III-A liquids shall be located such that the vapo.rs are released at a safe point outside of buildings and not less than 12 feet above the adjacent ground level. Vapors shall be discharged upward or horizontally away from closely adjacent walls to assist in vapor dispersion. Vent outlets shall be located such that flammable vapors will not be trapped by eaves or other obstructions and shall be at least 5 feet from building openings or property lines of properties that can be built o~. • Per CFC 7902.1.13.5, vent piping shall be constructed in accordance with Section 7901.11. Vent pipes shall be installed such that they will drain toward the tank without sags or traps in which liquid can collect. Vent pipes shall be installed in such a manner as to not be subject to physical damage or vibration. • Per CFC 7902.1.13.6, tank vent piping shall not be manifolded unless r:equired for special purposes suc;h as vapor recovery, vapor conservation or air pollution control. Manifolded vent pipes shall be adequately sized to prevent system pressure limits from being exceeded when manifolded tanks are subject to the same fire exposure. Rev 3.0 Klausbruckner & Associates ~==.=T~~~~ Page 20 of38 I I I I I I I I I I I I I I I I I I • Per CFC 7902.1.13. 7, tank venting systems shall be provided with sufficient capacity to prevent blowback of vapor or liquid at the fill opening while the tank is being filled. Vent pipes shall not be less than 1 1/4-inch nominal inside diameter. The capacity of · the vent shall be based on the filling or withdrawal rate, whichever is greater, and the vent line length. Unrestricted vent piping sized in accordance with Table 7902.1-B (See Appendix A for Table) is acceptable to prevent back-pressure development in tanks from exceeding 2.5 psig. Where tank-venting devices are ~nstalled in vent lines, their flow capacities shall be determined in accordance with nationally recognized standards. • Per CFC 7902.1.13.8.1, normal vents shall be sized in accordance with nationally recognized engineering standards or shall be at least as large as the filling or withdrawal connection, whichever is larger, but not less than 11/4-inch nominal inside diameter. If a tank or pressure vessel has more than one fill or withdrawal connection and simultaneous filling or withdrawal can be made, the vent size shall be based on the maximum anticipated simultaneous flow. • Per CFC 7902.1.13.8.3 and 7902.1.13.8.4, for tanks designed to vent at pressures greater than 2.5 psig, vent outlets and drains shall discharge in a manner which prevents localized overheating of or flame impingement on any part of the tank. Tanks and. pressure vessels storing Class I-B or I-C liquids shall be equipped with venting devices which shall be normally closed except when venting under pressure or vacuum conditions, or with listed flame arresters. EXCEPTIONS: 3. Flame arresters or venting devices with integral flame arresters need not be provided for Class I-Band I-C liquids where conditions are such that their use could, in case of obstruction, result in tank damage. Liquid properties justifying the omission of such devices include, but are not limited to, condensation, corrosiveness, crystallization, polymerization, freezing or plugging. When any of these conditions exist, consideration shall be given to heating, use of devices · employing special materials of construction, the use of liquid seals or inerting in accordance with nationally recognized standards for explosion-prevention systems. 4. Vent pipes 2 inches or less in nominal inside diameter and longer than 10 feet are allowed to have open vents. 4.2.4 Emergency Tank Venting • Per.CFC 7902.2.6 and 7902.1.14.1, aboveground storage tanks shall be provided with emergency venting. Per CFC 7902.2.6, vent sizing and device capacity depends on designed pressure of storage vessel and tanks dimensions. Information/plans must be provided by the tank supplier to show compliance with the requirements of UFC 7902.2.6. See Appendix A for Sections 7902.2.6 for reference only. Please note that the proposed tank is a UL Listed stainless steel tank. Additionally, per CFC 7902.1.9 .3, the vent capacity reduction factor in 7902.2.6.3.4 is not allowed for protected aboveground tank. • Per CFC 7902.2.6.5.2 the outlets of vents and vent drains on tanks equipped with emergency vent~ng that allows pressures to exceed 2.5 psig shall be arranged to discharge in a manner which prevents localized overheating of, or flame impingement on, any part of the tank if vapors from such vents are ignited. • Per CFC 7902.2.6.5.1, emergency vents shall not discharge inside a building. Rev 3.0 Klausbruckner & Associates ~==~..-~~~~ Page 21 of38 I I I I I I I I I I I I I I 1, I I' I I • Per CFC 8003.1.9.3 stationary tanks used for the storage of hazardous materials liquids which can generate pressures exceeding the tank design limits due to exposure fires or internal reaction shall have some form of construction or device that will relieve excessive internal pressure. Such relief devices shall vent to an approved location or to an exhaust scrubber or treatment system when specified in Sections 8003 .2 through 8003.15. As mentioned previously the proposed tank is a UL Listed stainless steel tank with emergency tank venting. See plans and manufacturer's cut sheets for design details. None of the materials in tanks require exhaust scrubbers or treatment systems by the applicable sections of 8003 .2 through 8003 .15. 4.2.5 Tank Openings Other Than Vents • 7902.1. I 5. I. I General. Connections for tank openings shall be liquid tight. Openings to tanks shall be located outside of buildings at a location free from sources of ignition and not less than 10 feet away from building openings or of lines of property that can be built on. Such openings shall be provided with a liquid-tight cap which shall be closed when not in use and shall be properly identified. For top-loaded tanks, a metallic fill pipe shall be designed and installed to minimize the generation of static electricity by terminating the pipe within 6 inches of the bottom of the tank, and it shall be installed in a manner which avoids excessive vibration. • Per CFC 7902. I. I 5. I .2, tank openings provided for the purposes of vapor recovery shall be protected against possible vapor release by ineans of a spring-loaded check valve or dry-break connections, or other approved device, unless the opening is pipe connected to a vapor-processing system. Openings designed for combined fill and vapor recovery shall also be protected against vapor release unless connection of the liquid delivery line to the fill pipe simultaneously connects the vapor-recovery line. Connections shall be vapor tight. • Per CFC 7902.1 . .15.1.3, connections to tanks inside of buildings through which liquid can normally flow shall be provided with an internal or an external valve located as close as practical to the shell of the tank. For connections to tanks containing Class I or II liquids inside of buildings, such valve or an additional adjacent valve shall be either: 1. Normally closed and remotely activated, 2. Automatic-closing and heat-activated, or 3. As an alternate to valving an appr6ved device on each liquid transfer connection below the liquid level, except for connections used for emergency disposal, to provide for quick cutoff of flow in the event of fire in the vicinity of the tank is allowed. • Per CFC 7902.1.15.1.4, tanks storing Class I, II and III-A liquids inside buildings shall be equipped with a device or other means to prevent overflow into the .building. Suitable devices include, but are not limited to, a float valve, a preset meter on the fill line, a valve actuated by.the weight of the tank contents, a low head pump which is incapable of producing-overflow or a liquid-tight overflow pipe at least one pipe size larger than the fill pipe discharging by gravity back to the outside source of liquid or to an approved location. Rev 3.0 Klausbruckner & Associates ~==!!!!!!T==~~ Page 22 of38 I I I I I I I I I I I I I I I I I I I • Per CFC 7902.1.15.1.5, connections, fittings and other appurtenances shall be installed in accordance with Section 7901.11. • Per CFC 7902.15.1.6, openings for manual gaging, if independent of the fill pipe, shall be provided with a liquid-tight cap or cover. Covers shall be kept closed when not aging. If inside a building, such openings shall be protected against liquid overflow and possible vapor release by means of a spring-loaded check valve or other approved device. 4.3 Liquid Transfer 4.3.1 Liquid Transfer of i=tammable/Combustible Liquids . . • Per CFC 1403, 1405, and 1406, plans, engineering clacs:, diagrams and other data shall be submitted with each application for permit. Inspections by building official in accordance with jurisdictional requirements and CMC 1405. Waste or Drainage shall be installed in accordance with the Plumbing Code. Piping and tubing shall be installed in accord.ance with approved standards. Welded connections are required, unless the hazardous material is incompatible with ferrous piping; is so, nonmetallic piping with approved connection is required. • Per CFC 8001.4.3 .1, piping, tubing, valves and fittings shall be installed in accordance with approved standards. Approval of fire department will be required. • Per CFC 7903.1.3.5 and 8004.1.15, Class I and II liquids and all other hazardous materials having a health hazard ranking of 3 or 4 shall be transferred using one of the following methods: o Through an approved closed piping system. o From containers or tanks by an approved pump taking suction through an opening in the top of the container or tank. o From containers or tanks by gravity through an approved self-or automatic- closing valve when the container or tank and dispensing operations are provided with spill control and secondary containment. o Approved engineered liquid transfer systems: All piping transfers for the proposed closed system are through a combination of gravity and pump system. • Per CFC 7903 .3 .3 dispensing activities which exceed the amounts set forth in Table 7903 .3-A [i.e. 15 gallons at any point in time] shall not be conducted within 15 feet of buildings or combustible materials or within 25 feet of building openings, property lines, streets, alleys or public ways. Dispensing activities which exceed the amounts set forth in Table 7903.3-A shall not be conducted within 15 feet of storage of Class I, II or III liquids unless such liquids are stored in a protected aboveground tank. Dispensing activities as defined by CFC Section 205 as "pouring or transferring of a material from a container, tank or similar vessel whereby vapors, dusts, fumes, mists or gases could be liberated to the atmosphere." The owners agree to not dispense within the proposed H-2 Occupancy. Rev 3.0 · Klausbruckner & Associates ~~~=...,-~~~~ Page23 of38 I I I I I I I I I I I I I I I I I I I . . • Per CFC 7902.1.9.12, approved antisiphon devices shall be installed in each external pipe connected to the protected aboveground tank when the pipe extends below the level of the top of the tank. • Per CFC 8001.4.2, 8001.4.4, and 8004.2.3.2, containers, cylinders and tanks: Shall be designed and constructed in accordance with nationally recognized standards and shall be of an approved type. Equipment, machinery and required detection and alarms associated with use shall be listed or approved. Approval of fire department will be required. Systems shall be suitable for the use intended and shall be designed by persons competent in such design: Where nationally recognized good practices or standards have been established for the processes employed, they shall be followed in the design. Controls shall be designed to prevent materials from entering or leaving process or reaction systems at other than the intended time,. rate or path. When automatic controls are provided, they shall be designed to be failsafe. Please note that materials from tank shall be transferred through an approved closed pipe system from the building into the waste tanks and from the Acetonitrile tanks into the building through the proposed break tank in the existing H-2 Room. Additionally the tank proposed is a UL Listed stainless steel tank. 4.3.1.1 Material • Per CFC 7903.1.3.4 and 7901.11.1.1, piping, hoses and valves used in liquid transfer operations shall be approved or listed for the intended use. Piping, valves, fittings and related components intended for use with flammable and combustible liquids shall be designed and fabricated from suitable materials having adequate strength and durability to withstand the pressures, structural stresses and exposures to which they can be subjected. Such equipment shall be in accordance with nati_onally recognized engineering standards, be listed for the application or be approved. Nonmetallic piping, if used, shall be installed in accordance with the manufacturer's installation instructions. • Per CFC 7901.11.1.2, low melting point materials, such as aluminum, copper and brass; materials which soften on fire exposure, such as nonmetallic materials; or non-ductile materials, such as cast iron, useq. underground shall be within their pressure and temperature limitations. When such materials are used outdoors in aboveground piping systems or within buildings, they shall be either: 1. Suitably protected against fire exposure, 2. Located such that leakage resulting from failure would not unduly expose persons, buildings or structures, or 3. Located where leakage can readily be controlled by operation of accessible remotely located valves. The owners agree not to use low melting point materials for the proposed outdoor storage/closed system. Rev 3.0 Klausbruckner & Associates ~!!!!!!!!!!!!!!!!!!!!!!!!!!~....-~~~~ Page 24 of38 I I I I I I I I I I I I I I I I I I I • Per CFC 8001.4.3.2, piping, tubing, valves and fittings shall be designed and fabricated from materials compatible with the material to be contained and shall be of adequate strength and durability to withstand the pressure, structural, and seismic stress, and exposure to which they are subject to. Piping and tubing shall be identified in accordance with nationally recognized standards to indicate the materials conveyed. Emergency shutoff valves shall be identified and the location shall be clearly visible and indicated by means of a sign. Backflow-prevention or check valves shall be provided when the backflow of hazardous materials could create a hazardous condition or cause the unauthorized discharge of hazardous materials. o Readily accessible manual or automatic remotely activated fail-safe emergency shutoff valves shall be installed on supply piping and tubing at the following locations: The point of use, and The tank, cylinder or bulk source. • Per CFC 7901.11.3, Piping, related fluid-handling components and supports for both underground and aboveground applications where subject to external corrosion shall be fabricated from noncorrosive materials, coated or provided with corrosion protection as specified in Section 7902.6.15. Dissimilar metallic parts which promote galvanic action shall not be joined. Per CFC 7902.6.15, cathodic protection systems provided for corrosion protection shall be in accordance with nationally recognized standards. Corrosion-resistant materials of construction, such as special alloys; nonmetallic, reinforced plastic coatings; composites; or equivalent systems, may be used when approved. New underground steel tanks and piping shall be tested by the structure-to- soil-potential method after the system is in operation. The tank manufacturer shall provide a structure lead and a test station. The criteria for adequate corrosion protection shall be in accordance with recognized standards. Testing shall be done at installation · and not less than once every five years thereafter by approved qualified persons. 4.3.1.2 Pressurized Transfer Per CFC 7903 .1.3 .2, positive displacement pumps used for transfer of Class I and II liquids shall be provided with pressure relief discharging back to the tank, pump suction or other suitable location, or shall be provided with interlocks to prevent overpressure. 4.3.1.3 Overfill .Prevention & Fill Connections • Per CFC 7902.1.9.8, protected aboveground tanks shall not be filled in excess of90% of their capacity. An overfill prevention system shall be provided for each tank. During tank filling operation, the system shall: 3. Provide an independent means of notifying the person filling the tank that the fluid level has reached 85% of tank capacity by providing an audible or visual alarm signal, providing a tank level gage marked at 85% of the tank capacity, or other approved means, and Rev 3.0 Klausbruckner & Associates ~~~=T~~~~ Page 25 of38 I I I I I I I I I I I I I I I I I I I 4. Automatically shut off the flow of fuel to the tank when the quantity of liquid in the tank reaches 90% of the tank capacity. For rigid hose fuel-delivery systems, an approved means shall be provided to empty the fill hose into the tank after the automatic shutoff device is activated. A permanent sign shall be provided at the fill point for the tank documenting the filling procedure and the tank calibration chart. The filling procedure shall require the person filling the tank to determine the gallonage required to fill it to 90% of the capacity before commencing the fill operation. • Per CFC 7902.1.9 .9, the fill pipe for protected aboveground tanks shall be provided with a means for making a direct connection to the tank vehicle's fuel-delivery hose so that the delivery of the fuel is not exposed to the open air during the filling operation. · Where any portion of the fill pipe exterior to the tank extends below the level of the top of the tank, a check valve shall be installed in the fill pipe not more than 12 inches from the fill hose connection. See section 3.3.1.5 of this report on "Valves". 4.3.1.4 Connections, -Joints, and Bends • Per CFC 7901.11.5, connections to an aboveground tank located below normal liquid level shall be provided with internal or external control valves located as close as practical to the shell of the tank. Except for liquids whose chemical characteristics are incompatible with steel, such valves, when external, and their connections to the tank shall be of steel. • Per CFC 7901.11.7, flexible joints·shall be listed and approved and shall be installed on underground liquid, vapor and vent piping at the following locations: 1. Where piping connects to underground tanks, 2. Where piping ends at pump islands and vent risers, and 3. At points where differential movement in the piping can occur. o Fiberglass-reinforced plastic (FRP) piping need not be provided with flexible joints in locations where both of the following conditions are present: 1. Piping does not exceed 4 inches in diameter, and 2. Piping has a straight run of not less than 4 feet on one side of the connection when such connections result in a change of direction. In lieu of the minimum 4-foot straight run length, approved and listed flexible joints are allowed to be used under dispensers and suction pumps, at submerged pumps and tanks, and where vents extend aboveground. • Per CFC 7901.11. 8, pipe joints shall be liquid tight and shall either be welded, flanged or threaded. Threaded or flanged joints shall fit tightly by using approved methods and materials for the type of joint. Joints in piping systems used for Class I liquids shall be welded when located in concealed spaces within buildings. Nonmetallic joints shall be approved and shall be installed in accordance with the manufacturer's instructions. Pipe joints which are dependent on the friction characteristics for liquid tightness of piping shall not be used in buildings. The piping shall be secured to prevent disengagement at the fitting. • Per CFC 7901.11.9, pipe and tubing shall not be bent in excess of 90 degrees or at a radius less than five diameters of the nominal trade size of the pipe or tube when the radius is measured from the inside edge of the pipe or tube. Rev 3.0 Klausbruckner & Associates ~===T~~~= Page 26 of38 I I I I I I I I I I I I I I I I I I I 4.3~1.5 Valves Per CFC 7901.11.4, piping systems shall contain a sufficient number of manual control valves and check valves to operate the system properly and to protect the plant under both normal and emergency conditions. Piping systems in connection with pumps shall contain a sufficient number of such valves to properly control the flow of liquid in normal operation and in the event of physical damage or fire exposure. Connections to pipelines or piping by · which equipment, such as tank cars, tank vehicles or marine vessels, discharges liquid into storage tanks shall be provided with check valves for automatic protection against backflow. Manual drainage-control valves shall be located at approved locations remote from the tanks, diked area, drainage system and impounding basin to assure their operation in a fire condition. 4.3.1.6 Pfping Support Per CFC 7901.11.6 piping systems shall be substantially supported and protected against .physical damage and excessive stresses arising from settlement, vibration, expansion or contraction, or exposure to fire. The supports shall be protected against exposure to fire by: 1. Draining liquid away from the piping system at a mini11:1llP1 slope of not less than 1 percent, 2. Providing protection with a fire-resistive rating of not less than two hours, or 3. Other approved methods. . 4.3.1.7 Testing Per CFC 7901.1 1. 10, unless tested in accordance with the applicable sections of nationally recognized standards for pressure piping (see Article 90, Standard a.2.3), piping, before being covered, enclosed or placed in use, shall be hydrostatically tested to 150 percent of the maximum anticipated pressure of the system, or pneumatically tested to 110 percent of the maximum anticipated pressure of the system, but not less than 5 psig at the· highest point of the system. This test shall be maintained for a sufficient time period to complete visual inspection of all joints and connections. For a minimum of 10 minutes, there shall not be leakage or permanent distortion. Care shall be exercised to ensure that these pressures are not applied to vented storage tanks. Such storage tanks shall be tested independently from the piping. Existing piping shall be tested in accordance with Section 7901.11.10 when the chief has reasonable cause to believe that a leak exists. Piping that could contain flammable or combustible liquids shall not be tested pneumatically. Such tests shall be at the expense of the owner or operator. Rev 3.0 Klausbruckner & Associates ~==!!!!!!!T===~ Page 27 of38 I I I I I I I I I I I I I I I I I I I 4.4 Tank Spill Control, Drainage, Diking and Secondary 9ontainment Since the proposed break tank is within an existing H-2 Room, and is to replace an IBC of the same capacity, new spill control and secondary containment requirements are existing and will not apply. 4.4.1 Portable Fire Extinguishers Per CFC 7901.5.3, 1002.1, and Stand_ard 10-1, minimum 3A40BC in locations approved by the Chief. 4.5 Other Safely Requirements & Maintenance 4.5.1 Limit Control EXCEPTION: Tanks monitored by a system which limits net contents by weight. • Per CFC 8003 .1.9 .2 materials which must be stored at temperatures other than normal ambient temperatures to prevent a hazardous reaction shall be stored in an area provided with a means to maintain the temperature within a safe range. Redundant temperature control equipment which will operate upon failure of the primary temperature control system shall be provided. Alternat~ means which prevent a hazardous reaction are allowed. See Emergency Tank Venting (Section 3.2.4) for pressure controls. The tanks are proposed to be stored at normal ambient temperatures. Please note that the proposed tank (including components) is a UL Listed Stainless Steel Tank. . Rev 3.0 Klausbruckner & Associates ~==!!!!!!!T~=~~ Page 28 of38 I I I I I I I I I I I I I I I I I I I 5. Additional Indoor and Outdoor Hazardous Materials Requirements The owners agree to implement and maintain the following additional California Fire Code requirements for all riew proposed tanks, unless otherwise noted: 5.1.1 Security, Personal Training, and Written Procedures • Per CFC 8001.11.2, storage, dispensing, use and handling areas shall be secured against unauthorized entry and safeguarded with such protective facilities as public safety requires. • Per CFC 8001.11, Persons responsible for the operation of areas in which hazardous materials are stored, dispensed, handled or 1:1-sed shall be familiar with the chemical nature of the materials and the appropriate mitigating actions necessary in the event of fire, leak or spill. Responsible persons shall be designated and trained to be liaison personnel for the fire department. These persons shall aid the fire department in pre- planning emergency responses and identification of the locations where hazardous materials are located and shall have access to material safety data sheets and be knowledgeable in the site emergency response proc~dures. • Per CFC 8001.11.1, persons responsible for the operation of areas in which hazardous materials are stored, dispensed, handled or used shall be familiar with the chemical nature of the materials and the appropriate mitigating actions necessary in the event of fire, leak or spill. Responsible persons shall be designated and trained to be liaison personnel for the fire department. These persons shall aid the fire department in preplanning emergency responses and identification of the locations where hazardous materials are located and shall have access to material safety data sheets and be knowledgeable in the site emergency response procedures. • Per CFC 8001.11.2, the· storage, dispensing, use and handling areas shall be secured against unauthorized entry and safeguarded with such protective facilities as public safety requires. • Per CFC 7901.7.1 and 8001.5.1, hazardous materials shall not be released into a sewer, storm drain, ditch, drainage canal, lake, river or tidal waterway, or upon the ground, sidewalk, street, highway, or into the atmosphere. EXCEPTION: Materials released in accordance with federal, state or local governing regulations or permits of the jurisdictional Air Quality Management Board with a National Pollutant Discharge Elimination System Permit, with waste discharge requirements established by the jurisdictional Water Quality Control_Board or with local sewer pretreatment requirements for publicly owned treatment works. • Per CFC 8001.5.2, accurate records shall be kept of the unauthorized discharge of hazardous materials by the permittee. The chief shall be notified immediately when an unauthorized discharge becomes reportable under state, federal or local regulations. Rev 3.0 Klausbruckner & Associates ~===T===~ Page 29 of38 I I I I I I I I I I I I I I I I I I I Provisions shall be made for controlling and mitigating unauthorized discharges. When an unauthorized discharge due to primary container failure is discovered, the involved primary container shall be repaired or removed from service. The person, firm or corporation responsible for an unauthorized discharge shall institute and complete all actions necessary to remedy the effects of such unauthorized discharge, whether sudden . or gradual, at no cost to the jurisdiction. When deemed necessary by the chief, cleanup may be -initiated by the fire department or by an authorized individual or firm. Costs associated with such cleanup shall be borne by the owner, operator or other person responsible for the unauthorized discharge. • Per CFC 8001.6 material safety data sheets (MSDS) shall be readily available on the premises for hazardous matedals regulated by Article 80. • Per CFC 8001.4. 7 equipment, machinery and required detection and alarm systems associated with hazardous materials shall be maintained in an operable condition. Defective containers, cylinders and tanks shall be removed from service, repaired or disposed of in an approved manner. Defective equipment or machinery shall be removed from service and repaired or replaced. Required detection and alarm systems shall be replaced or repaired where defective. Stationary tanJ<,s not used for a period of 90 days shall be properly safeguarded or removed in an approved manner. Such tanks shall have the fill line, gauge opening and pump connection secured against tampering. Vent lines shall be properly maintained. Tanks which are to be placed back in service ·shall be tested· in an approved manner. Defective containers and tanks shall be removed from service, repaired or disposed of in an approved manner. • Per CFC 7901.6, buildings, or port_ions thereof, in which flammable or combustible liquids are stored, dispensed, used, mixed or handled shall be constructed in accordance with the Building Code. Fire apparatus access· roads and water supply shall be provided for all portions of facilities and uses in accordance with Sections 902.2 and 903. • Per CFC 7901. 7.2, maintenance and operating practices shall be in accordance with established procedures which will tend to control leakage and unauthorized discharge of flammable or combustible liquids. Spills shall be cleaned up promptly. • Per CFC 7901. 7.4, in the event of a spill, leak or discharge from a tank system, a site assessment shall be completed by the owner or operator of such tank system if the chief determines that a potential fire or explosion hazard exists. Such site assessments shall be conducted to ascertain potential fire hazards and shall be completed and submitted to the fire department within a time period established by the chief not to exceed 60 days. 5.1.2 Sources of Ignition • Per CFC 8001.9, in rooms or areas where hazardous materials are stored or dispensed or used in open systems in amounts requiring a permit iJ.?, accordance with Section 8001.3 .1. Open flames and high-temperature devices shall not be used in a manner which creates a hazardous condition. EXCEPTION: Energy-consuming equipment listed for use with the hazardous materials stored or used. · Rev 3.0 Klausbruckner & Associates ~~=~•==~~ Page 30 of38 I I I I I I I I I I I I I I I I I I I • · Per CFC 7902.1.4 and 7901.10, in locations where flammable vapors could be present, precautions shall be taken to prevent ignition by eliminating or controlling sources of ,ignition. Adequate grounding and bonding shall be provided to prevent the accumulation of static electricity wherever Class I or II liquids are transferred or dispensed. Open flames and high-temperature devices shall not be used in a manner which creates a hazardous condition. Heating equipment shall be of a type approved for hazardous locations. EXCEPTION: Energy-consuming equipment listed for use with the material stored. Smoking and open flames are prohibited in storage areas. 5.1.3 Signs/Placards • Per CFC 7904.2.2, storage areas shall be kept free of weeds and extraneous combustible material. Open flames and smoking are prop.ibited in flammable or combustible Hquid storage areas. Per CFC 8001.8, signs prohibiting smoking shall be provided within 25 feet of outdoor storage, dispensing or open-use areas. • Per CFC 8001.7, visible hazard identification signs as specified in CFC Standard 79-3 shall be placed on stationary aboveground tanks and at entrances to locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Signs shall be provided at specific entrances and locations designated by the chie£ o Individual containers shall be conspicuously marked or labeled in accordance with nationally recognized standards. o Signs shall not be obscured or removed. o 'Signs shall be in English as a primary language or in symbols allowed by this code. o Signs shall be durable. o The size, color and lettering shall be in accordance with nationally recognized standards. • Per CFC 8001.8, hazard identification and warning signs shall be provided as follows: 1. Stationary containers and tanks shall be placarded with hazard identification signs as specified in CFC Standard 79-3 for the specific material contained. 2. Signs prohibiting smoking shall be provided in the following situations: 2.1 In rooms or areas where hazardous materials are stored or dispensed or used in open systems in amounts requiring a permit in accordance with Section 8001.3 .1. 2.2 Within 25 feet of outdoor storage, dispensing or open-use areas. Signs shall not be obscured or removed. Signs shall be in English as a primary language or in symbols allowed by this code. Signs shall be durable. The size, color and lettering shall be in accordance with nationally recognized standards. • See CFC Standard 79-3 (NFPA 704) for placarding requirements and see Table 4.1 of this report for CFC 79-3 hazard ranking of the tanks. ·• Per CFC 7901.9, the chief is authorized to require warning signs for the purpose of identifying the hazards of storing or using flammable liquids. Warning signs shall be of a durable material with red lettering on a white background and shall read DANGER- FLAMMABLE LIQUIDS. Letters shall not be less than 3 inches in height and 1/2 inch Rev 3.0 Klausbruckner & Associates ~==~T==~~ Page 31 of38 I I I I I I I I I I I I I I I I I I I in stroke. Signs shall be posted in locations as required by the chief. Piping containing liquids shall be identified in accordance with nationally recognized standards. See Article 90, Standard a.2.1. Warning labels shall be in accordance with the Federal Hazardous Substance Labeling Act and applicable state laws. Flammable liquids, and flammable and liquid compounds and mixtures manufactured, packaged or offered for sale shall be conspicuously marked or labeled in legible type which is in contrast by typography, layout or color with any other printed matter on the label. • Per CFC 7902.1.3.1, signs shall be posted in storage areas prohibiting open flames and smoking. • Per CFC 7902.1.3 .2, tanks over 100 gallons in capacity permanently installed or mounted and used for the storage of Class I, II or III-A liquids shall bear a label or placard identifying the material therein in accordance with UFC Standard 79-3. • Per CFC 7901.9. The chief is authorized to require warning signs for the purpose of identifying the hazards of storing or using flammable liquids. Warning signs shall be of a durable material with red lettering on a white background and shall read DANGER- FLAMMABLE LIQUIDS. Letters shall not be less than 3 inches (76.2 mm) in height and 1/2 inch in stroke .. Signs shall be posted in, locations as required by the· chief. Piping containing liquids shall be identified in accordance with nationally recognized standards. See Article 90, Standard a.2.1. Warning labels shall be in accordance with the Federal Hazardous Substance Labeling Act and applicable state laws. Flammable liquids, and flammable and liquid compounds and mixtures manufactured, packaged or offered for sale shall be conspicuously marked or labeled in legible type which is in contrast by typography, layout or color with any other printed matter on the label. 5.1.4 Permits & Plans • Per CFC 105 fire department permits are required when quantities of hazardous materials exceed those of Table 105-A. ISIS Pharmaceuticals will contact the Carlsbad Fire Department for all required permits, including hazardous materials and high piled storage, required specifically by the City of Carlsbad. • Per CFC 7901.3.1, a permit is required to: I. Install, operate, repair or modify pipelines, equipment or facilities where flammable or combustible liquids are produced, processed, dispensed, stored, handled or used. 2. Store, handle, transport, dispense, mix, blend or use flammable or combustible liquids in excess of quantities specified in Section 105. 3. Remove, abandon, place temporarily out of service or otherwise dispose of a flammable or combustible liquids tank. 4. Install, construct, alter or operate tank vehicles, equipment, tanks, plants, terminals, wells, refineries and similar facilities where flammable and combustible liquids are produced, processed, transported, stored, dispensed or used. 5. Change the type of contents stored in a flammable or combustible liquid tank to a material other than that for which the tank was designed and constructed. • Per CFC 7901.3.2, plans shall be submitted with each application for a permit to store more than 5,000 gallons of liquids outside of buildings in drums or tanks. The plans shall indicate the method of storage, quantities to be stored, distances from buildings and property lines, accessways, fire-protection facilities, and provisions for spill control and secondary containment. Rev3.0 Klausbruckner & Associates ~==!!!!!!!T~=~~ Page 32 of38 I I I I I I I I I I I I I I I I I I I 5.1.5 Hazardous Materials Management Plan Per CFC 8001.3 .2, when required by the chief, must include: 1. Storage and use areas 2. Maximum amount of each material stored or used in each area 3. Range of container sizes 4. Location of emergency isolation and mitigation valves and devices 5. Product conveying piping containing liquids or gases, other than utility-owned fuel gas lines and low pressure fuel gas lines 6. On and off positions of valves for valves which are of the self-indicating type, and 7. Storage plan showing the intended storage arrangement, including the location and dimension of aisles. 8. Contact the fire department for jurisdictional requirements 5.1.6 Hazardous Materials Inventory Statement Per CFC 8001.3 .3 when required by the chief, ea~h application for a permit shall include a hazardous materials inventory statement. 5.1.7 Materials Safety Data Sheets Per CFC 8001.6 Material Safety Data Sheets (MSDS) shall be.readily available on the premises for hazardous materials regulated by Article 80. 5.1.8 Electrical Requirements Per CFC 7901.4.2.1 and 8001.11.4 electrical wiring and equipment shall be installed and maintained in accordance with the Electrical Code and as otherwise required by Article 79. Areas where flammable liquids are stored, handled, dispensed or mixed shall be in accordance with Tables 5202.6-A and 7901.4-A. A [see Appendix C for Tables] as follows: Outdoor Tanks: Class 1 Division 2: Area between 10 feet from shell, end, or roof of tanks. Area between 5 and 10 feet from open· end vents, extending in all directions Class 1 Division 1: Area within 5 feet of open end vents, extending in all directions O~tdoor Pumps, Bleeders, Withdrawal Fittings, Meters, and Similar Devices: Class I Division 2: Within 3 feet of any edge of such devices extending in all directions. Also up to 1 ~ inches horizontally from an edge of such device. Rev 3.0 Klausbruckner & Associates ~~~~. ··=~~= Page 33 of38 I I I I I I I I I I I I I I I I I I I Indoor Pumps, Bleeders, Withdrawal Fittings, Meters, and Similar Devices: Class I Division 2: Within 5 feet of any edge of such devices extending in all directions. Also up to 3 feet above floor or grade level within 25 feet horizontally from an edge of such device. Classified area shall. not extend beyond an unpierced floor, roof or other solid partition Please note that there are no pits or dikes for the new proposed outdoor storage tanks [protected aboveground double-walled tanks]. Additionally the entire indoor H-2 Room is existing with Class I, Division 1 electrical throughout. Rev 3.0 Klausbruckner & Associates ~~~=··~~~~ Page 34 of38 I I I I I I I I I I I I I I I I I I I 6. Building Requirements 6. 1 Fire Department Access • Per CFC 7901.6 and 902.2.1, fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior ofthe·building or facility. • Per CFC 7901.6 and 902.2.~, fire apparatus access roads shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. Vertical clearances or widths shall be increased when, in the opinion of the chief, vertical clearances or widths are not adequate to provide fire apparatus access'. o Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. o The turning radius of a fire apparatus access road shall be as approved. o Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with approved provisions for the turning around of fire apparatus. o The gradient for a fire apparatus access road shall not exceed the maximum approved. 6.2 Water Supply Per CFC 903.2 an approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. · 6.3 Key Box Per CFC 902.4, the chief is authorized to require a key box to be installed in an accessible location. The key box shall be of an acceptable type. and shall contain keys to gain necessary access as required by the chief. Rev 3.0 Klausbruckner & Associates ~~~=•~~~~ Page 35 of38 I I I I I I I I I I I I I I I I I I I . 7. Additional Egress Not Applicable. The tanks storage area is considered "outdoors." The only proposed indoor tank [break tank] is to replace an existing IBC of the same size [I 000L]. Egress analysis is outside the scope of this report and will be addressed by the architect of record. Rev 3.0 Klausbruckner & Associates ~==!!!!!!!....-~~~~ Page 36 of38 I I I I I I I I I I I I I I I I 1· I I 8. Exposures Based on CBC Table 3-B, there are no requirements for occupancy separation. As mentioned previously, there no proposed changes to the existing control area locations, occupancy, and/or construction for the ISIS Pharmaceuticals facility. Additionally, the building is occupied by ISIS Pharmaceuticals in its entirety (i.e. no adjacent tenant spaces). There are no proposed changes to the occupancies, type of construction, or building area for this project. See sections 3 .1.1 and 4.1.1 for location and separation between tanks. Rev 3.0 Klausbruckner & Associates ..... ~~~ Page 37 of38 I I · 9. Conclusions I I I I I I I I I I I I I I I I I The owners agree to meet the requirements specified in this report. By meeting the requirements listed in this report, it is believed that the requirements of ( or intent of) Article 79 and 80 are met. By way of my signature, I agree to meet the conditions required and specified in this report. ISIS Pharmaceuticals Rev 3.0 Klausbruckner & Associates ~~~= ... ·~~~~ Page 38 of38 I I I I I I I I I I I I I I I I I I I Appendix A: CFC 7902.2.6 (Vent Sizing and Device Capacity) & CFC Table 7902.1-B (Vent Line Diameters) I I I I I I I I I I I I I I I I I I I 2001 CALIFORNIA FIRE CODE 7902,2.2.5 Location of tanks for unstable liquids. Aboveground tanks for ilie storage of unstable liquids shall be located in accor- dance with Table 7902.2-D. 7902.2.2.6 Lncatiou of fauks for Cla5S IlI-B liquids. Above- ground tanks for the storage of Class ill-B liquids, excluding unstable liquids, shall be located in accordance with Table 7902.2-E, except . when located within a diked area or drainage path for a tank or tanks storing Class I or II liquid!i. When a Class ill-B liquid storage tank is within the diked area or drainage path for a Class I or II liqnid, dis- tances required by Section 7902.2.2.2 shall apply. · ·7~02.2.2. 7 Reduction of sepnrntion 1llsla11ces to adj1i°ce11t prop- erty. Where two tank properties of diverse ownership have a com- mon bounda1y, the chief is authorized to, with the written consent of the owners of the two properties, apply the distances in Sections 7902.2.2.2 through 7902.2.2.6 assuming a single property. 7902.2.3 Separation nnd orientation of tanks. 7902.2.3.1 Separation between adjacent tanks contnining stable liquids. The separation between tanks containing stable liquids shall be in accordance with Table 7902.2-G. 'When tanks are in a diked area containing Class I or II liquids, or in the drainage path of Class I or II liquids. and are compacted in three or more rows or .in an irregu- lar pattem, the chief is authorized to require greater separation than that specified in Table 7902.2-G or other meal!S to make tanks in the interior of the pattern accessible for firefighting purposes. 7902.2.3.2 Sepm·ation between adjacent· tnnks containing un- stable liquids. The separation between tanks containing unstable liquids shall not be less than one half the sum of their diameters. 7902.2.3.3 Separation between ndjacent tanks containillg finmmable or combustible liquids and LP-gas. The miuimtun horizontal separation between an LP-gas container and a Class I, n or ill-A liquid storage tank shall be 20 feet (6096 mm) except in the case of Class I, II or ill-A liquid tanks operating at pressures exceed- ing 2.5 psig (17 .2 kPa) or equipped with emergency venting allo\\--ing pressures to exceed 2.5 psig (17.2 kPa), in which case the provisions of Section 7902.2.3 .1 shall apply. Suitable means shall be provided to prevent the accumulation of Class I, II or ill-A liquids under adjacent LP-gas containers such as by dikes, ·diversion curbs or grading. Vlhen flammable or combusti- ble liquid stomge tanks are within a diked area, the LP-gas containers shall be outside the diked area and at least 10 feet (3048 mm) away from the center line of the wall of the diked area. EXCEPTIONS: l. Liquefied petroleum gas containers of 125-gallon (4 73 L) or less capacity installed adjacent to fuel-011 supply tanks of 660-gallon (2498 L) or less capacity. 2. Horizontal separation is not required between aboveground LP-gas containers and undergrmmd flammable and combust:ible. liqnid tallks. 7902.2.3.4 01ientatlon of horizontal pressure tanks. Where· encl failure of horizontal pressure tanks and vessels-can expose property, the tank shall be placed with the longitudinal axis parallel to the nearest important exposure. 7902.2.4 Foam fire protection. 7902.2.4.1 Required systems. When required by the chief, foam fire protection shall be provided for aboveground tanks, other than pressure tanks operating at or above 1 psig (6.89 kPa), wheii such tank, or group of tanks spaced less than 50 feet (15 240 mm) apart measured shell to shell, has a liquid surface area in excess of 1,500 square feet (139.4 m2), and is 1. Used for the sto~ge of Class I or II liquids, 2. Used for stomge of crude oil, 7902.2.2.5 7902;2,6.2 3. Used for in-process products and is located within 100 feet (30 480 mm) of a fired still, heater, related fractioning or processing apparatus or similar device at a processing plant or petroleum refin- ery as herein defined, or 4. Considered by the chief as presenting an unusual exposure haz- ard because of topographical conditions; nature of occupancy, prox- imity on the same or adjoining property, and height and character of liquicls to be stored; and degree of pri,:.ate fire protection to be pro- vided and facilities of the fire department to cope with flammable liquid fir<'S. 7902.2.4.2 InstallatimL Where foam fire pl'Otection is required, installation shall be in accordance with UFC Standard 79-1. 7902.2.4.3 Foam ~tornge. Where foam fire protec.tion is required, foam-producing materials shall be stored on the. preinises. EXCEPTIO:'\: Storage of foam-producing materials off the premises. is allowed as follows: 1. Such rnaterfo!s stored off the premises shall be of the proper ty-pe suitable for u.&e with the equipment at the i11Stalla- tion whel"e re.quired, 2. Sucl1 materials. shall be immediately availabfo at the stor- age location at all times, 3. Adequate loading and transportation facilities shall be pro- vided, 4. The tune required to deliver such materials to the required location in the event of fire shall not exceed nvo hours, and 5. At the time of a fire, these off-premises supplies shall be accwnulated in sufficiei1t quantities before placing the equip- ment in operation to ensure foam producl:!on at an adequate rate without infe1ruption tmtil extinguislunent is accomplished. 7902.2.5 Inerting of tanks with boilover liquids. Liquids with boilover characteristics shall not be stored in fixed roof tanks larger than 150 feet (45 720 mm) in cliarnete1· unless an approved inerting system is provided on the tank. 1-183 I I 7902.2.6.2 7902.2.6.6 2001 CALIFORNIA FIRE CODE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2001 CALIFORNIA FIRE CODE 7902.2.7 Tank openings ofbel' than vents. 7902.2.7.1 General. Connections to aboveground tanks through whicl1 Iiq11id can nonnally flmv shall be provided with intemal or extemal valves located as close as practical to the shell of the tank. See also Section 7902.1.15. Connections below the liquid level tlu-ough whicl1 liquid does tl!JI nonnally flow shall be provided with a liquid-tight closure, such as a vah•e, plug or blind, or a combination ofthe.se. 7902.2. 7.2 Fill ·pipe openings. For top-loaded tanks, metallic fill pipes shall be designed and installed to minimize the generation of static electricity by tenninating the pipe within 6 inches (152.4 mm) of the bottom of the truik and shall be installed to avoid excessive vibratio11. For Class I-B and I-C liquids, other than crude oils and asphalts, fill pipes shall be designed and installed in a manner which 1nini-· mizes the possibility of generating static eled1:icity. Filling and withdrawal connections for Class I, II and ill-A liquids which are made and broken shall be located outside of buildings at a location away from sources of ignition and not less than5 feet (1524 mm) away from building openings. Such connections for any liquid shall be closed, liquid tight when not in use and properly identified. 7902.2,7.3 Openings for vapol' rerovel'y. Vapor-recovery systems shall be in accordance with. Section 5202.13. 7902,2. 7.4 Piping, vnlves :ind fittings. Connections, fittings or other appurtenances shall be installed in accordance with Section 7901.11. 7902.2,8 Drainage control and diking. 7902.2.8.1 General. For aboveground tanks other than pi·otected aboveground tanks, the area surrounding a tank or group of tanks shall be provided with drainage control or shall be diked to prevent accidental discharge of liquid from endangering adjacent tanks, ad- joining property or reacliing waterways. EXCEPTI01"S: 1. The chief is authodzed to alter or waive these requirements based on a technical report in accordance with Section 103.1.1, which demonstrates that such tauk or gi-oup of tanks does not cruistitute a hazard to other tanks, wa- terways or adjoining property, after collSideration of special fea- h1res such as topographical conditions, nature of occupancy and proximity to buildings on the same or adjacent property,_ capac- ity and constmction of proposed tanks and character of liquids to be stored, and nature and quantity of private and public fire p1-otection provided. , 2. Drainage control and diking are not requil'ed for listed sec- ondary containment tanks. 7902.2.8.2 Protected abovegt-otmd tanks. Pi·otected above- ground tanks shall be provided with secondaiy containnient, driµnage control or diking in accordance with Section 7901. 8 or 7902.2. 8 or with secondary containment that is a component of the listed pro- tected aboveground tank. The method of monitoring and the capacity /l:IU2.2.b.b.1 7902.2.8.4.4 of the secondary containment shall be in accordance with Section I 7901.8. Enclosed secondary containment shall be pro,·ided with emergency venting. 7902.2.8.3 Drai1111ge system. Where protection of adjacent truiks, adjoining property or waterways i~ by means of a natural or con- structed drrunage system, such system shall comply with the follow- ing: 1. Drainage shall be provided at a slope of not less than I percent away from the tank toward an impounding basin or an appl'Oved means of disposal. This te11ninatio11 area and the route of the drainage system shall be so located that a fire occurring in the drainage system will not endanger pt111lpS, manifolds, control valves, electrical equip- ment, public utilities, fire-protection equipment, tanks, adjoining property or fire apparatus access roads, and 2. Impounding basins and approved means of disposal shall be de- signed to retain a spill from the largest capacity tank draining into a basin plus the design discharge from fire-protection systems includ- ing monitor nozzles, as specified in UFC Standard 79-1, Chapter 3. which flow into a ba~in. Impounding basins and the route of a drain- age system shall be located such that a fire occurring in a dmiuage system will not eJJdanger pumps, manifolds, control valves, electrical equipment, public utilities, fire-protection equipment, tanks, adjoin- ing properties or lire apparatus access roads. 7902.2.8.4 Diked areas. 7902.2.8.4,1 General. Where protection of adjacent tanks, adjoin- ing property or waterway:; i, accomplished by _retaining the liquid around the tank by means of a diked area, sud1 diked areas shall comply with Section 7902.2.8.4. 7902.2.8.4.2 Yolumetrlc rapacity. TI1e volumetric capacity of the diked area shall not be less than the greatest amount of liquid that can be released from the largest tank within the diked area. The capacity of the diked area enclosing lllore than one tank shall be calculated by deducting the volume of the tanks other than the largest tank below the height of the dike. · 7902.2,8.4.3 Wa11s. Walls of the dt1:ed area shall be of earth, steel, concrete or solid masonry-designed to be liquid tight and to withstand a full hydrostatic head. Earthen walls 3 feet (914.4 mm) 01· more in height shall have a flat section at the top not less than2 feet (609.6 mm} wide. The slope shall be consistent ,vith the angle of repose qf the mateiial of which the walls are constructed. The walls of the diked area shall be restricted to an average height of 6 feet (1828.8 lll!ll) above the interior grade, except when dikes are higher thau an average of 6 feet (1828.8 mm) above inteiior grade, provisions shall be made for nomial and necessary emergency access to tattles, valves and othel' equipment and safe egress from the diked enclosure, as follows: 1. Where the average height of the dike containing Class I liquids is over 12 feet (3657.6 mm) measured from interior grade or where the distance between a tank and the top inside edge of the dike wall is less than the height of the dike wall, provisio1is shall be made for normal operation of valves and for access to tank roofs without enter- ing below the top ofihe dike. These provisions m-e allowed to be met through the use of remotely operated valves, elevated walkways 01· similar a1rangemeJ1ts, 2. Piping passing through dike walls shall be designed to prevent excessive stresses as a res1ilt of settlement or fire exposure, and 3. The minimum distance between tanks and the toe of the interior dike walls shall be 5 feet (1524 nun), and diked areas containing two or more tanks shall comply with Section 7902.2.8.4.4. 7902.2,8.4.4 Diked areas containing two or more tanks. Diked areas containing two or mo1-e tanks shall be subdivided by drainage 1-185 I I I I I I I I I I I I I I I I I I I 2001 CALIFORNIA FIRE CODE 7902.6,15.4 Testing of corrosion protection. New undergro,md steel tanks and piping shall be tested by 1he structure-to-soil-potential method after the syblem is iu operation. The tank manufacturer shall provide a stnicture lead and a test station. The criteria for adequate con·osion protection shall be in aC(.'ordance with recognized stan- dards. Testing shall be done at installation and not less than once eve1y five years thereafter by approved qualified perso1Ls. EXCEPTION: Approved and listed composite fiberglass- reinforced plastic tanks. 7902.6.16' Testing of underground tanks. 7902.6.16'.1 General. Before being covered or placed in use, tanks and piping connected to underground tanks shall be tested for tight- ness in the presence of the chief. For pipe testing, see Section 7901.11.10. The system shall not be covered until it has been ap- proved. 7902.6.16,2 New tanks. New unclel'ground tanks shall be tested for tightness hydrostatically or pneumatically at not less tl1au3 pound, per square inch (20.7 kPa) and uot more than 5 pollllds per square inch (34.5 kPa) for 30 minutes. Pneumatic testing shall not be used on a tank containing flammable or combustible liquids or vapors. When secondary containment tanks are required in accordance with Section 7902.6.11, they shall be tested in accordance with the . manufacturer's instn1ctio11s. Both the primary and secondmy con, tainment shall be tested. 7902.6.15.3 -7902.6.16.4 TABLE 7902.1-A-TABLE 7902.1-B 7902.6.16.3 Existing tanks and piping. Existing underground storage tanks and piping shall be tested for leakage at. the owner's or operator's expense when the cluef has reasonable cause to believe that a leak extsts. Orders by the chief requiring testing on lllldel'- ground tanks or piping shall iodicate that the test be completed by a specified date. Tanks shall be emptied of flanmiable or combustible liquids, and piping and other equipment shall not be used if required tests are not completed within the specified time. 1.Vhen testing is required, owners or operators shall provide the chief with data setting forth the method of testing that is to be used and shall submit the name of a qualified individual who will conduct the test. The method of testing to be used shall ronsider the effects of temperature, pressure and other variables and sllall establish conclu- sively whether the tank or piping is leaking. Pnetunatic testing shall not be used for tanks. Devices used for final testfag of tanks shall be capable of detecting leaks as small as 0.05 gallon per hour (0.19 L/ln'). Leaking piping and equipment shall not be used until repaired or replaced. The chief is authorized to require that the test be conducted in the chief's presence. 7902,6.16.4 l;sed tank~. Used tanks intended for flammable or combus1ible liquid service shall be tested as required for new tanks. TABLE 7902.1-A-MAXIMUM SIZE OF CONTAJNERS AND PORTABLE TANKS (See Section 7902.1.8.1} CLASS I-A CLASSJ.B I CLASS 1-C CLASSY I CLASSIII CONTAlNER TYPE x 3,785 for oar. to L I. Glnss1 1 pt. (0.47 L) 1 qt. (0.95 L) l gal. 1 gal. 5 gal. 2. Metal or listed ap_proved plnslic2 1 gal. 5gal. 5 gal. 5 gal. 5 gal. 3. Approved plastic· Ogal. Ogal. 0 gal 0 gal. 5 gal. 4. Safely cans 2gal. S gal. 5 gal 5 gal. 5 gal. 5. Metal drum 60gal. 60 gal. 60 gal. 60gal. 60 gal. 6. Approved portable tanks 660 gal. 660 gal. 660 gal 660 gal. 660 gal. 7. Polyethyleue3 Footnote 4 Foo1note4 60gnl 60 gal. 1CL~ss I-A and I-B bqmds are allowed to be stored 1u glass contamers of not more than l-gall011 (3. 785 L) capaCity 1f the reqmred liqmd p1mty, such as Amencan Chemical Society analytical reagent grade or higher, would be affected by storage iu metal contaiuers or if the liquid would cause exc~ssive corrosion of a met. container. 2See Sections 7902.1.8.1.3 and 7902.5.10.2.2 for special limitations. 3Polyethylene containers in accordance wid1 nationally recognized standards. See Article 90, Standard u.3.3. 4Se<e Rows 2, 3 and 4. · 1-191 I I- I . I I. I 1· I I I I . I I I I I I. I I Appendix B: CFC Appendix 11-B I I I I I I I I I I I I I I I I I I I 2001 CALIFORNIA FIRE CODE APPENDIX 11-B APPENDIX ll-B PROTECTION OF FLAMMABLE AND COMBUSTIBLE LIQUID TANKS IN LOCATIONS SUBJECT TO FLOODING (See UFC Sections 7902.1.8.2.4 and 7902.6. 7) SECTION 1 -PIPE CONNECTIONS Pipe eonnections below the allowable liquid level in tanks shall be provided with valves or cocks located as close as practical to the tank shell. Such valves and their connections and fittings to the tank shall not be of cast iron. SECTION 2 -ABOVEGROUND TANKS 2.1 Vertical Tanks. Vertical tanks shall be installed as follows: l. Aboveground vertical storage tanks containing flammable or combustible liquid shall not be located such that the maximum allowable liquid level within the tank is below the established maximum flood stage, unless the tank is provided with a guiding stl'\lcture, such as described in Section 5. 2. An ample and dependable public water supply shall be avail- able at and below the established maximum flood stage, or facili- ties independent of a public water supply shall be provided for loading partially empty tanks with water. 3. In addition to the preceding re{!uirements, tanks located such that more 1han 70 percent, but less than 100 percent, of the allow- 11ble liquid storage capacity will be submerged at the established maximum flood stage shall be safeguarded by one of the follow- ing methods: 3.1. Tank shall be raised or inc.reased in height until the top ex- tends above the maximum flood stage a distance equiva- lent to 30 percent or more of the allowable liquid storage capacity, pt'Ovided, however, that the submerged pait of the tank shall not exceed two and one-half times the di- ameter, or 3.2 Adequate noncombustible stmctural guides, designed to permit the tank to float vertically without loss of product, shall be provided. 2.2 Horizontal Tanks. Horizontal tanks shall be installed as follows: 1. Independent water supply facilities shall be provided at loca- tions where an ample and dependable public water supply is not available for loading partially empty tanks with water. 2. Horizontal tanks located such that more than 70 percent of the storage capacity will be submerged at the established maxi- mum flood stage shall be secured to a concrete or steel and con- crete foundation of sufficient weight to produce adequate loading of tank when filled with flammable or combustible liquids. 3. Special provision shall J,e provided to equalize the internal and extemal pressures on the tank to prevent defom1ation of the tank and resultant expulsion offlanun11ble or combustible liquid. 2.3 Otber Types of Tanks. Spheti.cal and .spheroidal tanks shall be protected by applicable methods as specified for either vertical or hotizontal tanks. SECTION 3 -UNDERGROUND TANKS 3.1 Locations with a WateJ· Supply. Underground tanks con- t~ining flammable or combustible liquids at locatious where there is an an1ple a11d dependable water Stlpply available at and below the maximum flood stage and installed such that more than 70 percent of storage capacity will be submerged at the maximum flood stage shall be loaded with concrete or other approved load- ing material sufficient to prevent movement of the tank when filled with flammable or combustible liquids and submerged by flood waters. 3.2 Locations wltbont a Water Supply. At locations where there is not an ample 01· dependable water supply, the tank shall be loaded with concrete as required by Section 3, and, in addition. au emergency liquid supply sufficient to fill the tank during flood stages shall be provided 3.3 Alternative Tnnk Loading. Where loading of underground tanks with liquids is impractical because of the c.h.1111cter of the contents or the use, tanks shall be safeguarded against movement when empty and when submerged by flood waters by loading with concrete or other approved solid loading material. Each such tank shall be constructed and :installed such that it will safely resist extemnl pressures due to flood waters. 3.4 Capacity Limits. 111e capacity of newly installed tanks shall not exceed 3,000 gallons (11 356 L). \Vb.en mstalled, but before backfilling, tanks and fittings shall be tested for tightness at not less than 5 pow1ds per square inch (34.5 kPa). Greater test pres- sures shall be used when required by the chief for tallks subject to submergence in excess of 30 feet (9144 mm). 3.5 Pressure Equipment. ·where tanks are not designed to resist external pressure, spe('.ial provisions shall be provided to equalize the internal and external pressures on the tank to prevent defo1ma- tion and resultant expulsion of .flammable or combustt'ble liquids. SECTION 4-INDEPENDENT WATER SUPPLY FACILITIES 4.1 GenernL At locations where an independent water supply is required, 1he supply shall be entirely independent of public power and water supply. Independent sources of water shall be available when flood waters reach a level not less than 10 feet (3048 mm) below the bottom of 1he lowest tank on a property. 4.2 Location of Self-coutaiued Power ancI Pumping Cnits. The self-contained power and pumping unit shall be located or de- signed such that pumping into tanks can be c;mied on continu- ously throughout the rise in flood waters from a level 10 feet (3048 nun) below the lowest tank to the level of the potential flood stage. 4.3 Pump Sizing. Capacity of the pumpmg Ullit slu1ll be such that the rate of rise of water in tanks shall be equivalent to the estab- lished potential average rate of rise of flood waters at any stage. 4.4 Tt>stiug. Independent pumping units shall be tested periodi- cally to ensw·e 1fmt they are in satisfactory operating condition. 1-297 I I I I I I I I I I I I I I I I I I I APPENDIX 11-B SECTION 5 -STRUCTURAL GUIDES 5.1 General. Structtual guides for holding floating tanks above their foundatio11S shall be designed such that there will not be resisfunce to the free rise of a tank and shall be coustmcted of noncombustible material 5.2 i\Ilntmum Design Stt·engtb. The strengtlt of the structme shall be adequate to resist lateral movement of a tank subjec.t to a horizontal force in ru1y direction equivalent to not less than 25 pounds per square foot (I .2 kN/m2) acting 011 the projecte-d veiti- cal cross-sectional area of the tank. 5,3 Additional Design Strtngth. Where tanks are situated on exposed points or bends in a· shore line where swift c!ll1-e11ts ill flood watet"S will be present, the structures shall be designed to withstand a unit force of not less than 50 pounds per square foot (2.4 kN/m2). · • SECTION 6 -SAFE PRACTICES 6.1 \Vnter Loading. Water loading shall be as follows: I. The filling of a tank to be protected by water loading shall be started as soon as flood ',\'lifers reach a dangerous flood stage .. The rate of filling ~hall be at least equal to the rate of rise of the flood waters, or the established average potential rate of rise. 2. Sufficient fuel to operate the wnter pumps shall be available at all times to ensure adequate power to fill all tanks with water. 3. Valves on comiecting pipelines shall be closed and locked in closed position when water loading is completed. 1-298 2001 CALIFORNIA FIRE CODE 6.2 Floating Tanks. Floatiug tanks shall be prepared for flooding as follows: ' I. Where structlU'al guides are pro'l'ided for the protection of floating tanks, rigid coru1ectio11S betweei1 tanks and pipelines shall be discollllected before the flood waters reach the bottom of the tauk, unless coutrol valves and their connections to the tank are of an approved type of extra-heavy constmction designed to prevent breakage between valve and tank. 2. Valves attached to tanks, other than those used in connection with water-loading operations, shall be clo~ed and locked. 3. If a tank is equipped with a swiug Iiue, the swing pipe shall be raised to and secured at its highest position. SECTION 7 -INSPECTIONS Periodic iuspections of plants where the storage of flammable or combustible liquids is regulated by Appet1dix Il-B shall be con- ducted to e!lSure the following: I. That flammable and combustible liquid storage tanks are lll!U.lltained in compliance with Appendix Il-B. 2. That detailed printed instructiollS of procedures to be fol- lowed during flood emergencies are properly posted. 3. 'That station operators and other employees depended upon to cany out such illStmctions are thoroughly wonned as to the location and operation of valves and other equipment necessary to carry out provisions in Appendix II-B. I I I I I I I I I 1· I I I I I I I I I Appendix C: CFC Table 7901.4-A I I I I I I I I I I I I I I I I I I I TABLE 7901.4-A 2001 CALIFORNIA FIRE CODE TABLE 7901.4-A-CLASS I ELECTRICAL EQUIPMENT LOCATIONS1 (See Section 7901.4.2.1) LOCATION Uncle1·gro11nd tnnk fill opening Vent-Dischn1•ging upwnrcl Dl'um and contninl'l' filling Outdoor oi· lncloor with ndl'quate ventilation Pits Without mechanical ventilation With mechanical ventilation Containimz valves, fittings or piping, and not wtthin a a Divisiou l or 2 classi- fied area D1•ainngl' ditches, separnto1·s, impouncl- lng basins Indoor Outdoor Tnnk vehicle ancl tank car1 Loading through open dome Loading through bottom connections with atmospheric venting Office and Rest Rooms L-0adiug through closed dome with at- mospheric venting · Loading through cl9sed dome with va- por control Bottom loading with vapor control or · any bottom unloading Storagl' and repair gamge for tank vehicles Gnrngl'-S for other than tank nhlcles Outdoor dl'llm stornge Indoor warehousing where there Is no flmnmnble Uqulcl trausfl'r GROUP D DIVISION 2 2 2 EXTENT OF CLASSIFIED AREA Pits, boxes or spaces below grade level, any pmt of which is within the Division I or 2 clas- sified area. Up to 18 inches (457.2 rum) above grade level within a horizontal radius of 10 feet (3048 mm) from a loose-fill connection and within n horizontal radius of 5 feet ( 1524 mm) from a tight-fill connection. Within 3 feet (914.4 mm) of open end of vent, extending in all directions. Area between 3 feet (914.4 mm) and 5 feet (1524 mm) ofopen eud of vent, extendiug in all directions, Within 3 feet (914.4 mm) of vent and fill ~pening, extending in all directions. Area between~ feet (914.4 mm) and 5 feet (1524 nun) from vent of fill opening, extending in all dilections, Also up to 18 inches (457.2 mm) above floor or grade level within a holi-z . ' Entire area withi11 pit if any pa1t is within a Division 1 or 2 classified area. 2 Entire area within pit if any pa1t is within a Division 1 or 2 classified area. 2 Entit'epit. Same as pits. 2 Area up to 18 i11ches (457,2 mm) above ditch, separator or bnsin. Also up to 18 inches (457.2 1lllll above de within 15 feet 4:572 mm) horizontal from an ed e, 1 Within 3 feet (914.4 nm1) of edge of dome. extencli11g in all directions, 2 Area between 3 feet (914.4 mm) and 15 feet (45i2 nun) from edge of dome, extending in all directions. · Within 3 feet (914.4 mm) of point of venting to atmosphere. extendi11g in all directions. 2 Area bet\'veen 3 feet (914.4 mm) and 15 feet(4572 mm) from point of venting to atmosphere, extending in all dh-ectious. Also up to 18 inches (457.2 mm) above grade within a horizomal radius of 10 feet (3048 mm) from point ofloading c01mection. Ordiluuy If there is any ope~1i11g to these rooms within the extent of an indoor classified location. the room shall be classified the same as if tl1e wall. curb or partition did not exist. Withiu 3 feet (914.4 nllll) of open end of vent, extending iu all directions. 2 Area between 3 feet (914.4 mm) mid 1:5 feet (4572 mm) from open end of vent, extending in all directions. Also within 3 feet (914.4 nun) of edge of dome, extending in all directions. 2 Within 3 feet (914.4 nllll) of point of connection of both fill and vapor lines. extending iii all directions. 2 ·within 3 feet (914.4 mm) of point ofcoll1lection, extending in all directions, Also up to 18 inches (457.2 mm) above grade within a horizontal radius of 10 feet (3048 mm) from point of connection. 1 Pits or spaces below floor level. 2 Ordimuy Ordina1 Orclinaiy Area up to 18 inches (457.2 mm) above floor or grade level for entire storage or repair ga- ra e. If there is any opening to these rooms within the extent of an outdoor classified area. the entire room shall be classified the smne as the area classification at tl1e oint of tl1e o enine. If tl1ere is any opening to these rooms within the extent of an indoor classified area, the room shall be classified the same as iftl1e wall, curb or partition did not exist. Area within 5 feet (1524 mm) of any edge of such e~uipment, extending in all directio11S, Indoor equipment where flammable l'npor/nlr mb:ttu·es coulcl l'xist uncll'r normal 01>erntions f,------< 2 Area between 5 feet (1524 lllln) and 8 feet (2438 nllll) of any edge of such equipment. ex- tending in.all directions. Also. area up to 3 feet (914.4 mm) above floor or grade level witl1in 5 feet (1524 mm) to 25 feet (7620 mm) horizontnll from an ed e of such e ui ment.3 (Co11ti1111ed) 1-175 I I I I I I I I I I I I I I I I I I I TABLE 7901.4-A 7902-7902.1.7.2.4 2001 CALIFORNIA FIRE CODE TABLE 7901.4-A-CLASS I ELECTRICAL EQUIPMENT LOCATIONS1-(Contlnued) (See Section 7901.4.2.1) Outdoor equipment where flammable vapor/nil· mixtures could exist under normnl operntton~ 1Locations as classified iu the Electtical Code. Area within 3 feet (914.4 mm) of any edge of such equipment. extending in all dire~tions. 2 2Wlleu classifying extent of area, consideration shall be given to tile foc_t that tuuk cars or tank vehicles can be spotted at varying points. TI1erefore, the extremi- ties of the loading or unloading positions shall be used. • 3The release of Class I liquids cau generate vapors to the extent that the entire building. aud possibly a zone surroUllding it. are considered a Class I, Division 2 location. t' 12/14/2007 08:44 8587486011 DEVINE ENGINEERING PAGE 02/14 STRUCTURAL CALCULATIONS For ISIS PHARMACEUTICALS -OUTDOOR TANK ADDITIONS Carlsbad, California Prepared for Blevins Cubed Architects 7090 Camino Pacheco San Diego, CA 92111 Prepared by: DEVINE ENGINEERING, INC. 12316 Oak Knoll Road, Suite C Poway, CA 92064 (858)748~6168 December 14, 2007 Project Number: 998.00 12/14/2007 08:44 8587486011 DEVINE ENGINEERING PAGE 03/14 ; -· 1•,.~.,, .. ,1,\1,l/\,.,//,...,,., ,.,.1,.,,,N,.,.,,,,, .,.,., .. , •• ,, • .,_,. • .,,,,.,.,n,•,,.,., , , ,,,,,_,,,,.,, .. ,.,,,, ,,,,, ,..,,.,. ,,.,,..,,, , ... , ,,. "'"•' ,,, ... ,,,,,,. n• .... ,.,..,.,,,.,.,., ........ ,,,.,,,,,.,,,,,.,,.,,. .............. ,,.,..,,,.,,, ,, _..,.,, ,,. DEVINE ENGINEERING, INC. 12316 Oak Krioll Rd., Su1te C Poway, CA 92064 (858) 748"616$3 ~Q~ :r-.s:r; m Gc./..'J SHEETN0. __ _.:....1 ____ OF---~- CAl,CU[Jl'tliD BY--~---DATI.------..-- CH!s(:KEOav ______ DAT!! ____ _ $CALE--~-------++---- t:: -~ t: )'" J --t ,A 7 ~;; rp -/, '{ ·~) cf ·{ J.·x .() VVj> •: I ( () ...:; V iJ E X ' 1/-'tx li<)lz t.;· = r -: '"Z. tv fj &' ,, C m. (.A -~ ~;{,( == 7J' tf ff{. I Fp--:: I e\ 4'8'rf; r F C ~of .. :ro c /?..f>·4.,-r) -----------~ .. ~··" n ot:1/\n11,.,T'IM 12/14/2007 08:44 8587485011 DEVINE ENGINEERiNG., INC. 12316 Oak Knoll Rd., Suite C Poway. CA 92064 (858) 748-6168 :" / / '. ,; ,! DEVINE ENGINEERING PAGE 04/14 JOB--~--------........-lf---- SHEETNO,-----~--01"--,---~- CALCULATED BY--·····-~·----DATE~--4---~ OHECKEOflY~------DATl:_-+1----• ~CAI.E -------------11------ '· - {f;Tr11-t1: < Lo 'Ai? !~. 4 f p..rf' ~:b-, l....,.k).tl !)DL CJtYJ r V\ .Li4t ( ~-,, _______ ........,...........,, ____ ....,...,,,, _______ --JI .S ;; '{} FA Le 01.Jt: 4.,-f . ln· l. c. r 12/14/2007 08:44 Devine Engineering Poway, CA 8587485011 DEVINE ENGINEERING Title: Isis Mechanical Yard Dagnr; MLG Clescrlptlon : Scope: PAGE 05/14 Job# Pa~: 2:24AM, 14 DEC-07 Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA5000 Rev; -56001B Usar: KW·DG0~923, VAr S.8,0, 1-0e,;,.2003 ~)1983-2003 ENERCALC l!;;nglnRRrlng $oftw~'9 Cantilevered Retaining Wall Design 1818,ecw~!~:iauo~e Description Typical 13' Cantilevered Screen \/Vall Footing condition does not existMsee following oalcs l,....,c.ri.te.ri_a_:_: ______ ., rs·o·if oai~ I [ Footirrg Str&ngths & Dimensions I -rn11. Retained Height = 1.00ft wi;.11 height above soil " 13.00-ft Slope 6ehfnd Wall ... o.oo; 1 Height of Soil over Toe 12.00 In Soil Density = 110.00 pcf Wind on Stem = 18.5 psf I Design summary· P I I iii 1 Total 6earlng Load 2,032 lbs ... resultantsc::o. ... 12.13 in Soil Pressure @ Toa 1,833 psf OK Soll PressuN!! @ Heel = o psr OK Allowable " 2,000 psf Soll Flressure Les!;! Tiian Allowable ACI F;}ctored @ Toe = 2,542 psf ACI Factored @ Heel " 0 psf Footing Shear@ Toe 19.0 psi OK Fooling Shear @ Heel "' 5.4 pai OK Allowable "' 93.1 psi Well Stilblllty Ratios Overturning " 1, 72 OK Sliding ,. NIA Sliding Cale!;! Slab Resists All Sliding I Lateral Sliding Fore@ = 310.2 lbs lf~~tln9 De$ign Results I Facto!lld Praaaure Mu': Upward Mu' : Downward Mu: Dia!elgn " -ToL 2,542 2.428 Actual 1-Way Shear .., Allow 1-Wi;iy Shear 456 U:172 18.97 93.11 roe Reinforcing Heel Reinforcing Key R~inforclng .a Nona Spec'd " None Spec'd = None Spec'd -':!ML 0 psf 0 ft-# !303 ft-# 503 ft-# 5.38 psi 93.11 pei Allow Soll Bearing = 2,000.0 psf fc " 3,000 pai Fy .= 60,000 psi EqYlvalent Fluid Pressure MethOd Min. As% " 0.0014 H$1i!I Aclive Pressure "' 35.0 p$f/ft Toe Active Pressure 0.0 psflft Pas1;1ive Pre$sw-e "' 250.0 psf/ft Water height over hael 0.0 ft Footlngl[Soll Friction = 0.300 Soll halgh! to ignore for passive pressure Toa Width = 1.42 ft Heel Wfdth !! 2.08 iot~I fQotlng Width !!! !t50 Footing Thickness "' 12.00 in Key Width c:: 0,00 in Key Depth "' Q,QO in Key Distance from Toe 0,00 ft = O.OOln Cover@ Top = :;l,00 In @ 6tm.-"-3.00 in I Stem Construction ...... y _.:..To.:..,p:::S.=..;tc.:;.em=-=----------~---- 1 rr ..I SlamOK Design height ft= 0,00 Wall M1;1~erial Above "Ht" = Masonry Thickness .::: 8.00 Rebio,ir $i;i.;e = # 4 Ri:~ar Spacing = 16.00 Rebar Pl1;1ced at " Edge OHlgn Data fb/FB + fa/Flil " Total Force @ Section lbs= Moment.. .. Actual ft-#= Momenl~ ... Allowable = Shear ..... Aetual p1;1j = Shear ..... Allow.\!ible psi"' l),!;P(;7 'Z57.7 1,607.6 1,889.2 4.5 51.5 Bar Oevelop ABOVE Hl. ·In= 24.00 Bar Lap/Hook BELOW Ht. in= 7 ,67 Wall Weight = 84.0 Rebar Depth 'd' In = S,25 Masonry Data ----~·------------~------ fm psi .., 1,SOO Fs psi= 24,000 Solid Grouting "' Yes Special lnspeolion Yes Moe1u11;1r Ratio 'n' " 25,78 Short Term Factor "' 1.3:30 ~quiv. Solid Thick. In= 7,60 Masonry Block Type = Normal Weigr.t Concrota Oata ·----:-:;~~------------------fc psi" Fy psi::; Other Acc11pt."1ble Sl2:e11 & SpMlngs TM: Not req'd, Mu~ S • Fr Heel: Nol ~ct'd, Mu < S • Fr Key: No key dafinM 12/14/2007 08:44 8587485011 DEVINE ENGINEERING PAGE 05/14 Devine ~nglneering Poway,CA iltle : lsls Mechanical Yard P~gnr: MLG Descrlptton : Scope: Job# Date: i:24AM, 14 Oi;;C 07 t Code Ref: ACI 31 B-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 FiRV: !;~001{1 u~tir: KW-OB05923, v~r B.a.o, 1-Pt10-2003 (~)1B83-l!OD3 ENERCALC Englno~rlng !lottw•m Cantilevered Retaining Wall Design Description Typical 13' Cantilevered Screen Wall Footing condition does not exist-see following calcs Page 2 lslS,ttNJ!CDl<l\Jlallono I Summa~ of Overturnina & Resisting ·ForcM & 0 Moments N--···-· - 7iiillll'IIIQIPMRII I ~IIIUICl-l lfl II I U UL ••rmmuu UI 11 ILM U 111 ~ UM I ..... OVERTURNING ..... • .... RESISTING ..... F,;,rr.:e Distance l'Jlornent f,;,n;:e Distance Moment Item lbs fl; fl-# lbs ft ft•# .... ,~----- Heel Active Pre.ssure "' 70.0 0.6:r 46.7 Soll Over Heel = 155.8 2.79 435.0 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe ;;; Sr..m::harge Over Heel = Adjacent Footing Loed = Adjacent Footing Load Addad Lateral Load = Axlal Oead Load on $tern = 0.00 Load @ Stem Above Soil = 240.2 8.50 -?,042,0 Soll Over Toe 155,8 0.71 110.4 SelsmlcLoad ;;; Surcharge Over Toe = Stem W!a!ight{s} "' 1,176.0 1.75 2,058.0 total "' 310.2 O.T.M. = 2,0SS.7 t:;1;1rth @ Stem Transllfons = Re&lstlng/Ovemirnlng Ratio = 1.n Footing Weight ::, 525.0 1.75 918.7 Vertie.ii loads used for Soil Pressure "' 2,03.2.2 lbs KeyWeii;jht "' VM. Col"rlponent "' 19,5 3.50 68.3 vertical component of active pressure used for i.oil pressure TQtlll = 2,032,2 lbs R.M,"' 3.590.4 • 12/14/2007 08:44 8587485011 DEVINE ENGINEERING PAGE 07/14 Dt!!vlne Engineering Poway, CA RAV: 5~0Ql)O ueer: KW-OB05923, vor s.a.o, 1,0"°"2ooa (C)1 ~-Z<I03 ENERCALC Englnee~n sortworn Tltln : Isis Mechanical Yard Dllgnr: MLG Dnicrlptlon : Scope: Combined Footing Design Description Footing for Double CMU Wall Job# Dam: 2:25AM, 14 DEC 07 Page 1 lr.l,;.~cw:Calculatlcn~ General Information Cod~ Rt1f: ACI 318-02, 1997 USC, 2003 IBC, 2003 NFPA 5000 Allow Soll Bi;iarlng SelsmleZoM Concrete Wt Short Tsrm lnereruie Overb1,m;le11 I Dimensions J!ll!lili Footing Size ... /Loads Distance Left Dist. Betw(I Cols Di$1~nce Righi Footing len91ri Width Thickness 1,500.0 psf 4 145.0 pof 1.33 100.00 psf • 1.00 ft 0.83 fl 3.26 ft 6.01:1 ft 1.00 ft 12.00 in re 3,000.0 psi Fy 80,000.0 psi Min As fl~t 0.0014 Distance to CL of ~abet 3.60 In Live & Short Term Load Combined • Column Support Pede!.if.111 $1.i:os #1 : Square Ditnenl;li<;m ... Heigtrt #2. ; Square Dimension ... Height ii It I J I I !iiiiiilii P 8,00 In 1.00 In 8.00 In 1.00 in Nob,; Load factoring supporte 2003 IBC and 200~ Nf=PA S000 by vlrtun of th(lir refl;!n;!ni;es to ACI 318·02 for c1;mcrete design, Factoring of (lntered IO!i!tlS to ultlmate loads within lhls program is acci;m;ling lo AC! 318·02 C.2 Vertlcal Lr;i"r;l!!I... @ Left Column @ RjqhtColumn DE!ad Load 0,640 k 1.0!:IO k Live Load k k Short Term Load k k Applled Momenta ... Deed Load Live Load Shcrt Term Load k.:ft l(.ft •0.924 k-ft k•fl !;-ft ·1.5821..:-ft ff llffll :: Svmmary Footing Design OK Length" 5.08ft, Wroth c: 1.00fl. Thickness" 12.0Din, Dlst. Left"' 1.00ft, Btwn. !!! 0.83ft, bi$t. Right"' 3.25ft Maximum Soil Pressure 1,914.17 psf Allowable 1,995.00 psf Max Shear Stress 6.64 psi Allowable $3.11 psi Min. overturning Stability 2.367 :1 Steel Reci'd @ Left Steel Req'd @ Center Steel Req'd @ Right 0.259 in2/ft 0.259 in2/ft 0.259 in2/f1: I Soll Pressure ® Left I IMiiil I Aclual Allowable D~ct + Live Oeacl.,,Llve+Short Term Soll Pm;sure@ Right End Dead+ L.,ive Dest;f+J.lve+Short Term St.iblllty R.atlo 1,105.6 1,914,2 144.2 o.o 2.4 1,500.0 p!;!f 1,t;J9!;i,O psf 1,500.0 p2;1f 1,995.0 psf :1 ACI Fec:!Qria!d t;ccentrlcity ~q. C-1 1,547.9 paf O.S51 ft ~q. C-2 2,679.a psf 1.434 ft Eq. C-3 1,722.8 psf Eq, C-1 201.9 p$f -0,651 ft E.q. C-2 0.0 psf -1.434 ft Eq. C-3 0.0 psf 12/14/2007 08:44 Devine Engineering Poway.CA 8587486011 DEVINE ENGINEERING Tith~ : lsls Mechanical Yard Osgnr, MLG Description : Scope: PAGE 08/14 Job# Dato: 2:25AM, 14 Ol=C 07 • Rav: @aaco l,l~er: KW-0605923, V<!JrS.B.0, 1•ClA<>-~OQ~ M19S;Mc03 i;NF.RCAt.C Ena1n.~r1ng SoftwarA Combined Footing Design Page 2 l&l!,.~ew.<:alculntlon• Description Footing for Double CMU Wall Mom8l'lt & Shear Summary Moments ... M1.J@Col#1 Mu Btwn Coh, Mu@Col#2 One Way Stiears ... Vn : Allow • 0,65 Vu@Col#1 Vu Btwn Cora Vu@Col#:2 Tvvo Way Shears ... Vn : Allow t D.85 Vu@Col#1 Vu@Col#2 ACLC-1 IJ.25 k-fl/ft 0.62 k•ff/fl 0.50 k-ft/fl 93.113 psi 0.000 psi 0.000 psi 3.279 psi 186.228 psi 1.182 ~i 1.020 psi ( V1Jfuas for moment ere given per r.mit width of footing) ACI C-2 ACI C-S 0.48 k•ft/ft 0,31 k•ft/ft 0.29 k-ft/ft 0.97 k-ft/ft -1 .25 k-ft;(ft -0 .so k-fl/ft 93.113 psi 93.113 psi 0.000 psi 0.000 p$i t'.l.000 psi 0.000 psi 6.641 psi 4.289 psi 186.226 psi 186.226 psi a,167 psi 1.885 psi 2,26S psi 1.459 psi .-------------, ·------------~-----------~-~ Reinforcing ( ve/uM given per unit width of tooting) @ ~!ill Edge of !;;Ql.tt.l !;l~!n'.~~!.1 Column~ Ru/Phi As Req'd Ru/Phi As Reci'd ACI C•1 3.9~ psi 0 .259 in2/ft @Bottom 9.49p1;1i 0.259 fn2/ft AGIC-2 7.37psl 0.259 i112/ft @Bottom 4.43psi 0.259in2/fl: ACr C-3 4.74psl 0 .259 ln2/ft @Bollom 14.~Spsi 0.259in2/ft ACI Factors (per ACI, applled imernally to entereo loads) ACI C-1 & C•2 DL 1.400 AC! C-2 Group Faolot ACI C-1 & C-2 LL 1.7'00 ACI C-:Hlead '-oad Faetor ACI C-1 & C-2 St t.700 ACI C-3 Short ierm Factor .... f;leismlc., ST•: 1.100 @ Bl~£dae of Col ifa Ru/r:"hi AsReq'd @Bottom 7,62 psi D .259 in2/ft @Bottom @6ottom 19.26psi -0.259 tn2/ft @ Top @Bottom 12.3Bpai •0,259 fn2!fl @Top 0.750 Additional Selsmle "1.4" Facto 1,400 0.900 0.900 Addftlonel Seismic "Q_9• Fa,::tor 1,300 12/14/2007 08:44 8587486011 DEVINE ENGINEERING PAGE 09/14 1 ................. ,,, ........ ow ....... ,., .............. ,. .. J08------------l!---- DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 {858) 748-6168 SJ-!St"a'TNO .. _~-----OF·------ CALCULATF.08Y ____ ~-OA'f"/; ____ _ ClicCKEDBY-------DAlli--lff---- SCALE---------···~'--*-----'- ------.. ·-~--------------1.- .7 :, ,. QI: t)-..: f{)J' I-! T"i:: i ( ' wT-:-I tf 2 o r; 13 i}-.. C6N'Tf).,,.,. i ~ .{, 66CJ t.,.;;:..'r. l ;_ IASE7),ef'_cl-.~ ,;,~!: W rn1i. t ·-c I °I,?. fl r t>J.. 7 '-7 ' -:: q O, 1 ? 14 4 r-K D PROJllll",T?m 12/14/2007 08:44 8587486011 DEVINE ENGINEERING PAGE 10/14 Devine Englneeririg Poway, CA Tltl11 : Isis Mechanical Yard Osgnt: MLG Description : ScopG: Job# Date: 2:26AM, 14 DEC 07 n:i: ~?&°o~923, \'Rf !l,6,0, 1·08C-2003 {c)19~2003 ENERCALC Englnnmlng aQft.wBre Combined Footing Design Page 1 l•l•.Rcw:(lijlC,VIRU0fl8 Description Storage tank footing General Information Code Ref: ACI 318-D2, 1991 UBC, :.?00~ ISC, 2003 NFPA 5000 Allow Soll Baaring Saismic Zone Concrete Wt Short Tarm Increase Overburden I Dimensions I I I I Footing Sl:i:,;1 ... Oislance l.eft Diel, Be1wn Cols Oistance Right Fooling l.,i;,ngth Width Thickness I J..oads • T 1,500.0 p~d 4 145.0 pcf 1,33 0.00 psf 1.25 fl 8.50 ft 1.25 ft 11.00 ft 10.50 ft 15.00 in re 3,000.0 p$i Fy 60,000.0 psi Min Ae Pct (J.0014 Dlstanee to CL, Of Rebar 3.50 in l.ive & Short Term Loed Combined Column Support Pedestal Sl:tes #1 ; Square Dimension ... Height #2. : Square DirnaMion .,.Height I o•n3 mM••-I 16.00 in 6,00 In 16.00 in 6.00 In HIIM Note: Load factoring supports 2003 18C and 2003 NFPA 6000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered load~ to ultlmata loai;l~ within this prog~m Is aooordlng to AC:I :;J18a02 C.2 Vertl~a, Loads,,. @ Left Column @ Right Column Daad LQl)Q 45.500 k 45.500 k l.,ive L.oad k k Short Term L.oad ·21.180 k 21.180 IC Applier;I $hears ... Deed Loi;id Live Load Shgrt Term Load I S1,1mmary I k k 10.000 k k k 10.000 k Footiflg Design OK l.englh = 11.00ft, Width= 10.50ft, Thtcknees::; 1S.OOln, Dial. Left :,e 1.25ft, Btwr,, "'8,50ft, Oist, Right= 1 .:2/'ift Maximum Soil Pressure 1,985.75 psf Allowable 1,995.00 psr Max Shear $tress 65.21 pi;:I Allowable 186.23 p:;;i Min. Overturning Stability 2.665 :1 I $()if Presl;l..-res I Soll Pressum ® ~ft Dead+ Live Deli!d+Llve+Short Term Soll Pre33ure @ Right End ·Dead+ Live Daai;l+f.fve+Short Term Stablllty Ratio Actual 969,1 0.0 969.1 1,985.8 2.7 ;1 Ill Allowable 1,!;iQO,O psf q195,o psf 1,500.0 psf 1,995.0 psf Stsel Req'd @ L0ft Steel ReQ'd @ Center Steel Req'd @ Right A.Cl Factored Eq. C-1 1,356.8 psf Eq. C•2 0.0 PSf Eq. C-3 0.0 psf Eq. C-1 1,356.8 pef Eq. C-2 ::!,780.1 psf Eq. C-3 1,787.2 psf 0.324 in2/ft 0.324 in2/ft 0.324 in2/ft I Eccentricity 0.000 ft 1,921 rt 0.000 n 1.921 ft . .I I 12/14/2007 08:44 Devine Engineering Poway, CA Rev: 5800 8587486011 Llij<>r; KW-0505923, Vnr 1:,$,0, 1-CleD-2003 /c)1983-~~0J ENERCALC EnglnRR~ng Sortw~re Description Storage tank footing DEVINE ENGINEERING Title: lsls Meehanical Yard Dt.gnn MLG Description ; Combined Footing Design PAGE 11/14 Job# Dafo: 2:26AM, 14 DEC 07 Page 2 lslo.acw;Q~l~Je~ona Moment & Shear Summary ( values for moment are given per uni( WiQth of footing) Moments ... Mu@Col#1 Mu8twn Cols Mu@Col#2 One Way Shoars ... Vn : Allow • 0.85 Vu@Col#1 Vu Blwn Cols Vu@Col#2 iwo Way Shears ... Vn : Allow 11 0.85 Vu@Col!/t1 Vu@Co!#2 _____,,e,cJ C-1 0.19 k-ft/ft -9.10 k--ftlft Q.1 !,, knft/ft 93.113 prii 0.000 psi 21,195 psi 0,000 psi 186,226 psi 45.776 psi 45.776 psi [ Relnforcin1;1 { values given per unit width of fo,;if/ng) t&! C-2 -0 .04 l<i-ft/ft .9.40 k-ftlft 0.4Z l<i-ft/ft 93.113 psi 0,000 psi 21.578 psi 0,000 psi 186.226 psi 28.823 psi 65.211 PSi @ Left EdgG of Col #1 Between Column$ Ru/Phi A~ Req'd Ru/Phi As R~q'(f ACI C-1 1.615 psi 0.324 in2/fl @ Bollom 78.4.5 psi -0.324 ln.2/ft @ Top ACI C-2 0.35psi -0.324 in~/ft @ Top 78.99 psi ,0,324 in21~ @ Top ACI C-3 0.23 p!;!i •0,324 irl2/ft @ Top 53.36 psi -0.324 in2/ft @ Top ACIC;;3 -0.03 k-ft/ft -is.as k-ft/ft 0.27 k-ft/ft 93.113 psi 0.000 psi 11.429 psi 0.000 psi 1aa.Zi!e p51 12.469 psi 50.293 j'.ltli @.Right l=dqe of c_g1 #2 Ru/Phi As Req'd 1,58 psi 0.324 ln2/ft @ BQHom 3,54 psi 0.324 ln2/ft @ Bottom 2.28pai 0.324 lnMt @ Bottom I ACI ractor.s (per ACI, applied Internally to entered loa~d1;1-)-----------------·-----~ ACI C-1 & C-2 DL 1,400 ACI C-2 Group Factor ACI C-1 & C-2 LL 1. 700 AC/ C-3 Dead Load F1;1ctor ACI C-1 & C-2 ST 1,700 ACI C-3 $1Jort Term Factor .... seismic :a ST•: 1.100 o.,so 0,900 1.300 Addltion$1 Seismic "1.4" Facio Ai;!ditlonal Seismic "0.9" Factor 1.400 0.900 12/14/2007 08:44 8587485011 .... ,•,• , .. , ............. ............. . .. •' ...... . DEVINE ENGINEERING, INC. 12316 Oak Knc;ill Rd,, Suite C Poway, CA 92064 {858} 748-6168 If/ mn-,.i: /· . .--. DEVINE ENGINEERING PAGE 12/14 ID .. ....................... , ....... . JOS-------------i----- S!-l~ll'tNO--------OF,--,1------~- CALCULATEOBV,,~------OAT!;' _____ _ O-IECKED8Y--------OATE:.---!t--~--- $CA1.la-----~--------ll----~ I ' .,-· 1-,1 () c~t @ C -6 mP--~ C I t>? '~'l ·nrr:_rJ ii ! -~--- I ... 1:1: ,..,..l4f111::.:;;,;;:- Pl!ODUCT:!o, 12/14/2007 08:44 8587485011 DEVINE ENGINEERING PAGE 13/14 Devine Engineering Poway, CA Title : Isis Mechanleal Yard O~gnr: MLG Dlo!!ilt.:rlptlon : Scopl;!: Job# Oat~: 2:28AM, 14 Ol;;C 07 R~v:" &iDOQ7 User. KW--0B0592~. V~r 5,8.0, 1-D~o-2003 (0)1!)83-2003 ENERCALO l;nglneerln SOftwAm Steel Beam Design Page 1 l!lt.~cw:CoIe,r1l~tlQnij D$$cription Cantilevered Louvred Screen Support Genf:lrtl lnfonnation Coi;le Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : HSS6X4X1/4 Ql;!nterSpan Left Cant. Right Cant Lu : Unbraced Length 1a.oo n 0.00 fl 0.00 It 18.00 ft Fy' 46.00ksl Fixad-Free Lo!'!d Dur;atlon Faotor 1 .00 ~lsstic Modulus 29,000.0ksi LL & ST Act Tog0thar Distrlbut&d Loads Nole! Short Term Loada Are WIND Losi;I!,, DL LL $T Start Lo¢ation End Location Summary #1 #2 #3 0.059 uaing: HSSGX4X1/4sectlon, $pan"' 18.00ft, Fy" 46.0ksi E:nd Fixity"' Fixed-Free, Lu =-18.00ft, LDF = 1.000 Moment fb : Bendini;i Stress fb/ f'b Sheer fv : Shear Stress fv/ Fv I Force & Stress summary I I Ag 9.558 k-fl 18.479 ksl 0.543 : 1 1,062 k 0.31;10 ksl 0.021 ;1 #5 #6 #7 k/f1 k/ft k/ft fl ft Beam OK Short Term Load Cao Gc:ivetns Stroi:s Allowable 17,609 k-ft 30.360 ksi 51.446 k 18.-400 ksl Max. D0flection Length/DL Defl Lengll'l/(OL-1-LL Def!) 1 ffl <<•-These columna are Dead + live Load plF.1ced as noled _:,.:,. LL LL+ST LL LL+ST -2.207 In 0.0: 1 195.7 : 1 Maiilmum .@...Canter @ Gen,mr @ cants @ Canta Max. M + 9.56 k•ft Max, M• Ma;,;. M@Left Max. M @Right Sha1;1r@ Left 1,06 k Shear @ Right k Center Dell. Laft Cant Defl Right cant Def! ... Query Dell@ -2,207in O.OOOin 0.000 In 0.000 Tl Reaction@Lefl 1.06 Re1;1ctlon@Rt Fa calc'd P€r E . E2-2, K·L/r > Cc Section Proparties HSS6X4X1/4 Depth 6.D00 In Web Thick 0.23Sin Witlth 4.000 in Flange Thick o.~33 in Atea 4.30 in2 Rt 2.000 in Values for LRFD Oeslgn .... J 23.600 in4 Cw 10.10 lri6 0,000 0.000 0.000 0.000 Weight lxx lyy Sxx Syy R•XX R-yy Zx Z.y k-ft •9.56 k-ft lt;-ft k-ft 1.06 k k 0.000 -2.207 0.000 0.000 in 0.000 (J,000 0.000 0.000 in 0.000 0.000 0.000 0,000 in 0.000 0.000 0.000 0.000 In 1.06 k k 14.61 #/ft ~0.900 in4 11.100 in4 6.960 ln3 5.560 in$ ~.200 in 1,610 in 8,530 inJ MSO ih3 } 11 12/14/2007 08:44 Devine l::ngineering Poway, CA R~: 002 8587486011 uanr. ~-0605923, Vnr s,a,o, 1-Deo-2003 c)19fl3.2003 ENERCALC !':nglnae~ng Soltlvcr« DEVINE ENGINEERING TJtle : Isis Mechanlcal Yard O.sgnr: MLG DegcrJptlon : Scope: Pole Embedmerit In Soil Description Flagpole Footing @ Louvered Post PAGE 14/14 Job# Date: 2!27AM, 14 Dl=C 07 l='1;1ge 1 1"1•.ncw;Oalcultl110!'1a 12. ~--------;__________ -·~----~~ General Information CO(le Ref: 1997 uec 1aoe.e.2.1, 2003 1sc 1805,7.2, 2003 NFPA 500036.4,3 AIIQW Passive 150.00 pcf Applied Losds ... Max Pai,sive 1,500.00 psf Point load Load duration fF.1otor 1.330 Pole is Circular Diameter Restrail"led @ Surface I summary I Mom~ntt. @ Surface ••• Point load Dlstrib1,1led load With Surf~co Restraint. .. Req'd Depth Pre2;1sure @ Base ... Aet1,1al Allowable S1,1rfaee Re$(ralnt F'on;:e 24.<'.JOO in 1.00 ft-# 9.558.00 4.750 ft 931,58 psf 9a1.5B psf 3,831,;,10 lbs dia\ance from base Distributed Load distance to lop distahi;:e to bottom Total Moment iota! Lateral 1.00 lbs 1,000 ft 59.00 #/ft 18.000 ft; 0.000 fl 9,559.00 ft-# 1,0ti3.oo lbs STRUC.T RAL CALCULATIONS For !SIS PHARMACEUTIC LS.~ OUTDOOR TANK ADDITIONS Ca l_spad, C~lifornia · Pr~pared for Ble ins Cubed Architects 70 o Camino Pacheco S n Di~go, CA 92111 · Pre·par~d by: DEVI E ENGINEERING, INC.· 12316 ak Knoll Road, Suite C oway, CA 92064 (858)7 48-6168 ecember 14, 2007 Pro·ectNumber: 998.00· ·1· : · .. ~··"-'-:-~·--•,--=-·---~.,.-.,.-w••••••,-.-.•~·-• ·-··~-= ·-~-·--"'•• • ....... , • ... ._ , . .,,. .. , • •···• ,_._,._.,., .. • ... .... .,. --·· .--.--. ,. _ _, .. -.~-·--• j ...... _,._ ....... -... . •••••• JOB -£;r; m~P Yi4f2.D. DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858} 748-6168 SHEETNQ. ___ 1:.....---'---OF-------=- CALCULATEOBY------OATE--K----- CHECKEDBY--,------DATE-+---- SCALE--..,___-----'------11----- ···r-~--------'----.----:--------------jli------. ... ·_D1~ M JJ ·i-6~-PI =-.f$tf: . w"ir. .. !AJINJ? ::-70 IY!P.' Exp.-<: ~: SV Jl-.(}P,AJ· l:6kv1tfl. fz ! 6:·x /, f/x / tJ:{>< ./?. .. (-:::. ;.~. 7<?><:toR-:: 'o/(31)::i.Jc @ /8, .(J / l: ) :::: I ,t;I; .flt ·xs v ft :: t>t.:z'? jZ-lr:. .c_t)R.ri::t ~ 4"' .· .Lfe.t .. ,e.,,,,r ~e.)'\ ;1-t-;:/ c . ·r-x:.r"K.·°<fU,;... .. f.;. J ·;tA.J.,. ... -I J fAJr.::' 7 u. .I ~L . ,,,,,·1.. rp = ~ (J f ,,_xo ~-;, 4 I " / V' ,:: .. X' f y X"<fl,y-= ,..:. 'vp t ''. c m (A .1-1, a ,, = 7lJ !:fr., c ...,, Fp"' 1 {j, 'l8f', f (·{ {JUJ;O .{fi . .1>1-if ) ---------- I D PRODUCT 207 '" ,,1 •.. , -~::R•:"•"' ... -~ • 0 -.. < ... H•-••••••• • 0 ·~ • mH • ,., _,.,_ OHH .. ~O "' "" "'H>O •h ..... ___ OH 'U • .. • ""'" ,-.... .. , .. -., DEV.INE ENGINEERING,, INC. 12316 Oak Knoil Rd., Suite C Poway, CA 92064 (858) 748-6168 '1.. (._,o" f;,,.J;JtY i/ JOB-------------1:f----- .. SHEET NO, _______ OF _ __.. __ _ CALCULATE0BY ______ DATE ____ _ CHECKED 8Y _______ DATE_--ll------'--- SCALE --------'-------¼------ ,. {f/IS'N C L () ~11 /tjf;, 4 f pf/'" ~b- t/4.-K.}-tt D PRODUCT20 ll_evine Engineering Poway, CA Title: Isis Mechanical Yard · Dsgnr: MLG Description : ·scope: Job# Date: 2:24AM, 14 DEC 07 Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 • 580018 lier: KW-0605923, Ver s.a.o, 1-Dec-2003 ·(lrl 983-2003 ENERCALC Engineering Software Cantilevered Retaining Wall Desig·n Page 1 lsls.ecw:Calculallons ·Qescription . . . ,:-ypical 13' Cantilevered Sere.en Wall . Footing condition does not exist-see following calcs (Criteria ~ WI 111 I . Hllllll lli!t& . '·Retained Height = 1.00ft · Viall helg~t above soil = 13.00 ft · ~lope Behind Wall = 0.00: 1 Height of Soil over Toe = 12.00 in )oil Density = 110.00 pcf ·Wind on Stem = 18.5 psf ~Design Summary •• · lotal Bearing Load = 2,032 lbs .:resultant ecc. = 12.13 In Soll Pressure@Toe = 1,833 psf OK Soil Pressure @ Heel = 0 psf OK . · _All~wable. = . 2,000 psf Soll Pressure Less Than Allowable · ACI Factored @ Toe = 2,542 psf . ACI Factored @ Heel = O psf .;Footing Shear@ Toe = 19.0 psi OK ·-F~ting Shear@ Heel = 5.4 psi OK . · Allowable = 93.1 psi Wall Stability Ratios · . 9',rerturning · =· 1.72 OK ~!ding = N/A S_lldlng Cales Slab Resists All Sliding l · ·~ateral Sliding Force = 310.2 lbs I ·f_oc;>ting Desiin ~esults u I . . '" l -12/L ~-Factored Pressure = 2,542 0 psf Mu': Upward = 2,428 0 ft-# Mu' : Downward = 456 503 ft-# Mu:-pesign = 1,972 503 ft-# Actual 1-Way Shear = 18.97 5.38 psi Allow 1-Way Shear = 93.11 93.11 psi Toe Reinforcing = None Spec'd . Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd [ Soil Data · · ~. 1 s 1u u •••o•u:m 1 ••••n•• Allow Soil Bearing . = 2,000.0· psf Equivalent Fluid Pressure Method Heel Active Pressure · = 35.0 psf/fl Toe Active Pressure = 0.0 psf/fl Passive f,'ressure = 250.0 psf/fl Water height over heel = o.o fl F6oting11Soll Friction Soil height to ignore for passive pressure = 0.300 0.00in / Footing Stre,2.§J.!,hs & Oimensio~s .... J fc = , 3,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 1.42 ft Heel Width -· 2.08 Total Footing Width = 3.50 Footing Thickness = 12.00 in Key Width = 0.00 in Key Q~pth = 0.00 in Key Distance from Toe = 6.00 ft . Cover @ Top = 3.00 in @ Btm.= 3.00 in r--r-s-te_m_C_o_n_s_t_r_uc-t-io-n--~J . Top Stem .. '77 _________ 111'.1111•11111 -Stem OK Design height fl= 0.00 · Wall Material Above "Ht" Thickness = Masonry Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa = = = = Total Force @ Section · lbs= Moment.. .. Actual ft-# = Moment. •... Allowable = Sbear ..... Actual . Shear ..... Allowable psi= psi= Bar Develop ABOVE Ht. in = .Bar Lap/Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = . 8.00 # 4 16.00 Edge . 0.957 . 257.7 1,807.6 1,889.2 4.5 51.5 24.00 7.67 84.0 5.25. Masonry Data ------------------------ fm psi = 1,500 Fs psi= 24,000 Solid Grouting -Yes Special Inspection = Yes Modular Ratio 'n' = 25. 78 Short Term Factor = 1.330 Equiv. Solid Thick. in= 7.60 Masonry Block Type = Normal Weight Concrete Data fc · psi= Fy . psi= Other Acceptable S12:es & Spacings Toe: Not req'd, Mu< S * Fr . Heel: Not req'd, Mu ·< S * Fr · Key: No key defined Deti.ne Engineering PC11ay, CA Title: Isis Mechanical Yard Dsgnr: MLG Description : Scope: Job# D!!te, 2:24AM, 14 DEC 07 4 Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 RQ; 580018 Usr. KW-0605923, Ver 5,8,0, 1-Dec-2003 .(C:)883-2003 ENERCALC Engineering Software Cantilevered .Retaining Wall Design -Description Typical 13' Cantilevered Screen Wall . Footing condition does not-e~ist-see following calcs :·. f Summa'X of Ov.erturning & Resistinp Forces. & . M(?]!lents ..... ove·RTURNING ...... :::ma, Item Heil Active Pressure ToeAcHve Pressure .Sureharge Over Toe Ad)cent Footing Load Added Lateral Load = = = = = Loa:! @ Stem Above Soil = SehmlcLoad . = Total = .R1slstlng/Overturnlng Ratio Force Distance Moment lbs· ft ft-# 70.0 0.67 240.2 8.50 310.2 O.T.M. = = 46.7 2,042.0 ~.088.7 1.72 Vertical Loads used for Soil Pressure = 2,032.2 · tbs Soil Ol(er Heel = Sloped Soil Over ·Heel = · Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on S\em = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) . - Earth @ Stem Transitions = Footing Weight = KeyWe_ight = Vert. Component· = Page 2 Jsls.ecw:Calculatlons .. ... RESISTING: .... Force Distance lbs ft 155.8 2.79 0.00 155.8 0.71 1,176.0 ·1.75 525.0 1.75 19.5 3.50 Moment ft-# 435.0 110.4 2,058.0 918.7 68.3 V~JfJCal component of active pressure used for soil pressure ----Total= 2,032.2 lbs R.M.= 3,590.4 • ·Devine Engineering ~way. CA Title: Isis Mechanical Yard Dsgnr: MLG . Job# . Date: 2:20AM, 14 DEC 07 Fav: 580000 llsilr: KW-0605923, Ver 5.8.D, 1-Deo-2003 )19Q3,2003'ENERCALC Engineering Software Description : Scope: Combined Footing Design ~escription Footing for Double CMU Wall Page 1 Jsls.ecw:Calculallons ·c.lerieral Information · Code Ref: AC! 318-02, 1997 UBC, 2003 lBC, 2003 NFPA 5000 . Allow Soll Bearing Seismic Zone Concrete Wt Short Term Increase Overburden Dmensions · ' · . Footing Size ... . Distance Left . Dist. Betwn Cols . · Distance Riglit Footing Length Wldih Thickness 1,500.0 psf 4 145.0 pcf 1.33 100.00 psf f'c· 3,000:0 psi Fy 60,000.0 psi Min As P.ct 0.0014 .Distance to 9L of Rebar 3.50 In Live & Short Term Load Combined· IBiWl I etU:TI 1.00 ft 0.83 ft 3.25, ft 5.08. ft 1.00 ft 12.00 in Column Support Pedestal Sizes #1 : Square Dimension ... Height ·#2 : Square Dimen:;;ion ... Height 8.00 in 1.00 In 8.00 in 1.00 in · Note: Load ~actorlng supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 31.8-02 for concrete design. F~ctorlng of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Vertical Loads... @ Left Column . @ Right Column Dead Load 0.840 k 1.090 k Live Load k k Short Term Load k k Applied Moments ... Dead Load Live Load Short Term Load k-ft k-ft -0.924' k-ft k-ft k-ft . -1.562 k-ft L !$$ I:'·.:· Summary I Footing Design OK Length = 5.08ft, Width = 1.00ft, Thickness =. 12.00in, Dist. L~ft = 1.00ft, Btwn. = 0.83ft, Dist. Right= 3.25ft Maximum Soil Pressure 1,914.17 psf Allowable · · 1,995.00 psf .Max Shear Stress 6.64 psi Allowable . 93.11 psi Min. Overturning Stability -2.~67 :1 I $ail Pressures Aaw.P.4!. WW fl@ WF Soil Pressure @ Left Dead+ Live Dead+l:.lve+Short Term ·, ··s011 Pressure@ Right End --Dead+ Live . Dead+Live+Short Term .. · ·stability Ra_tlo . : . ' ~ J il::l!d Actual 1,~05.6 1,914.2 .144.2 0.0 2.4 :1 &PM Allowa~le 1,500.0 psf 1,995.0 psf 1,500.0 psf 1,995.0 psf Steel Req'd .@ Left Steel Req'd @ Center Steel Req'd @ Right 0.259 in2/ft 0.259 in21tt 0.259 in2/ft · ACI F.actored _ Eccentricity Eq. C-1 1,547.9 psf 0.651 ft Eq. C-2 2,679.8 psf 1.434 ft E_q; C-3 1,-722.8 psf Eq. C-1 201.9 psf -0.651 ft Eq. C-2 0.0 psf Eq. C-3 o.o· psf -1.434 ,ft Devine Engineering - Poway,CA w: .580000 User: KW-0605923, Ver 5,8,0, 1-Dec-2003 (c)1983·2003 ENERCALC Engineering Software Title: Isis Mechanical Yard Dsgnr: MLG Description : Scope: Combined Footing Design . Job# Date: 2:25AM, 14 DEC 07 Page 2 Jsls.ecw:Caiculatlons . ·o~scription Footing for Double CMU Wall M~ment & Shear Summary ( values for moment are given per unit width of footing) · ·: .. Moments. .. Mu@Col#1 Mu BtwnCols Mu@Col#2 · One Way Shears ... Vn : Allow* 0.85 · Vu@Col#.1 Vu BtwnCols . Vu@.Co!#2 ·Two Way Shears ... Vn : Allow * 0.85 Vu@Col#1 Vu-@Cot#2. ACf C-1 0.25 k-ft/ft 0.62 k-ft/ft 0.50 k-ft/ft 93.113°psi 0.000 psi 0.000 psi 3.~79 psi 186.226 psi .1.182 psi 1.020 psi ACI C-2 0.48 k-ft/ft 0.29 k-ft/ft -1.25 k-ft/ft 93.113 psi · 0.000 psi 0.000 psi 6.641 psi 186.226 psi . 3.167 psi 2.269 psi F.teinforcing ( values given per unit width of footing) @ Left Edge of Col ft1 Between Columns ACI G-1 Ru/Phi AsReq'd Ru/Phi As Req'd 3.92p~i 0 .259 in2/ft @·Bottom 9.49psl . 0.259 in2/ft @·Bottom ACi C-2 7.37psi 0.259 ln2/ft @Bottom 4.43 psi 0.259 in2/ft @Bottom ACI C-3 4.74psi 0.259 in2/ft @Bottom 14.86psl 0.259 in2/ft @Bottom A.Cl Factors (per ACI, applied internally to entered loads) ACJ C-1· & C-2 DL 1.400 ACl"C-2 Group Factor 0.750 ACI C-1 & C-2 LL 1.700 ACJ C-3 Dead Load Factor 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 .... seismic = ST * : 1.10'0 ACI ~-3 0.31 k-ft/ft 0.97 k-ft/ft ·-0.80 k-ft/ft 93.113 psi 0.000 psi 0.000 psi 4.269 psi . 186.226 psi 1.885 psi · 1.459 psi @ Right Edge of Col #2 Ru/Phi As Req'~ 7.62 psi 0.259 in2/ft @ Bottom 19.26 psi -0.25_9 in2/ft @ Top 12_.38psi -0.259 ln2/ft @Top Additional Seismic "1.4" Facto 1.400 Additional Seismic "0.9" Factor 0.900 .. ··.· DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6168 JOB _________ ___:___J-_ _ _.:...:.· ._ SHEETNO,. _______ OF ·---lll----- CALCULATEO BY ______ OATE---fll----- CHECKEOBY _______ DATE --ii!---- 'SCALE ------''---------=--Ii---- .....•. D·r p:t Io Jr 1-1-T-c .,. ( ~ l,.A:./Pt I t1. 2 o (·# .f. .. C-6~"-'l'f. 1: £-{;(j(.i 61l :::;. tASE7J.epc{._ s7,6t - qf : D . PRODUCT 207 1 5 . lltvine Engineering p~,."vay, CA -Title: Isis Mechanical Yard Dsgnr: MLG . Description : Scope: Job#- Date: 9:31PM, 22 JAN 08 Y"eu, ltt..fJ !iv: 580000 .l.lier. KW-0605923, Ver 5,8.0, 1-[leo-2003 . . · (<!1983-2003 ENERCALC Englnee~ng Software Combined FootinQ Design Page_ lsis.ecw;CalculaUons ·llesc"ription Storage tank footing General Information Code Ref: ACI 318-02, 1997 UBC, 2003. IBC, 2003 NFPA.5000 Allow Soil Bearing Seismic Zone Concrete Wt -Short Term Increase Overburden f ~mens1ons · Footing Size ... Distance Left Dist. Betwn Cols Distance Right Footing Length Width ThJckness 2,500.0 psf 4 145.0 pcf 1.33 0.00 psf 0.25 ft 8.50 ft 0.25 ft 9.00 ft 9.00 ft 15.00 In fc 3,000.0 psi Fy 60,000.0 psi Min As Pct 0,0014 Distance to CL of Rebar' 3.50 in Live & Short Term Load Combined !I H MA£1Wi5 Column Support Pedestal Sizes #1 : Square Dimension ... Height #2 : Square Dimension ... Height .. 16.00 in 6.00 in 16.00 in 6.00 in U¥8Si IY#/44¥ th"* i.._oads l Q I aa ;:;itMllit aw lW $ F MW rm,c -:Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their.references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Vertical Loads... @ Left Column @ Right Column· Dead Load 45.500 k · 45.500 k -Live Load k k · ShortTermLoad -21.180k 21.180k Applied Shears ... Dead Load Live Load Short Term Load · 1·. · .... Summary I k k 10.000 k k k 10.000 k Length= 9.00ft, Width= 9.00ft, Thickness= 15.00in,_ Dist. Left= 0.25ft, Btwn. = 8.50ft, Dist. Right= 0.25ft ·Maximum Soil Pressure · 3,175.37 psf Allowable 3,325.00 psf 'Max Shea.r Stress 59.56 psi Allowable 186.23 psi Min. Overturning S_tability 2.188 :1 Steel Req'd @ Left Steel Req'd @ Center · Steel R~q'd @ Right Footing Design OK . 0.324 ·in2/ft 0.390 in2/ft 0.324 in2/ft I Soil Pressures • 1111 sna•••••ammttw , Allowable ii-~Mi-il'" Stll_W_-.;;!!!l~alli~'ll!ll=:IBl!ll\!/ll~ . , Solt Pressure @ Left . ·Dead+ Live Dead+Live+Short Term Soil Pressure @ Right End : .' · Dead.+ Live Dead+Live+Short Term Stablllty Ratio Actual 1,304.7 0.0 1,304.7 3,175.4 2.2 :1 - 2,500.0 psf 3,325.0 psf 2,500.0 psf 3,325.0 psf Eq. C-1 Eq. C-2 Eq. C-3 Eq. C-1 Eq. C-2 Eq. C-3· ACI Factored -Eccentricity · 1,826.6 psf 0.000 ft . 0.0 pf!f 2.035 ft 0.0 psf ·1,826.6 p~f 4,445.5 psf 2,857.8 psf 0,000 ft 2.035 ft I . . Detine Engineering PinJay, CA Re: 580000 Usr. KW-0605923, Ver 5.8.0, 1-Dec-2003 (c)~83-2003 EN ERCALC Engineering Software bescription Storage tank footing Title: Isis Mechanical Yard Dsgnr: Ml.:G · · Descrlptior : Scope: C_ombined Footing Design Job# Date: .9:31PM, 22 JAN 08 yeN...,~d Page 2 lsls.ecw:palculatlons MClme'nt & Shear Summary ( values for moment are given per unit width of footing) · ·. Moments ... Mu@Col#~ · Mu Btwn Cols Mu@Col#2 One Way·Shears ... · Vn : Allow• 0.85 . Vu@Col#1 . Vu Btwn Cols Vu@Col#2 Two Way Shears ... Vn : Allow • 0.85 Vu@Col#1 Vu@Col#2 ACI C-1 0.00 k-ft/~ -14.16 k-fVft 0.00 k-ft/ft · 93.113 psi . 0.000 ·psi. 30.222,psi 0.000 psi 186.226 psi 43.826 psi 43.826 psi Reillforci11g ( values given per unit width of footing) @ Left Edge of Col #1 ACI C-2 0.00 k-ft/ft -14.81 k-ft/ft . 0.00 k-ft/ft 93.113 psi 0.000 psi 28.425 psi 0.000 psi 186.226 psi 27.969 psi 59.565 psi Between Columns Ru/Phi As Req'd Ru/Phi As Req'd ACIC-1 ~.CIC-2 ACIC-3 0.00 psi · 0.324 in2/ft @ Bottom O.OOpsi O.OOpsl 0.324 in2/ft @ Bottom 0.324 in2/ft @ Bottom 118.93 psi -0.373 ln2/ft @ Top 124.42 psi -0.390 ln2/ft @'Top 84.27psl -0.3241n2/ft @Top ACI Fa~tors (per ACI, applied internally t~ ent~red loads) ACI C-3 0.00 k-ft/ft -10.03 k-ft/ft 0.00 k-ft/ft 93.113 psi 0.000 psi 15.423 psi 0.000 psi 186.226 psi 13.20~ psi · 46.663 psi @ Right Edge of Col #2 Ru/Phi As Req'd 0.00 psi 0.324in2/ft @Bottom 0.00 psi 0.324 ln2lft @ Bottom O.OOpsi 0.324in2/ft @Bottom ACl C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 Additional Seismic "1.4" Facto · · 1.400 ACl C-1 & C-2 LL . 1.700 ACI C•3 Dead Load Facte>r 0.900 . Additional Seis!'Tlic "0.9" Factor 0.900 i-\ql C-1·& C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 .. .".seismic = ST • : 1.100 . . ••-••••--•••\ .-,,, ..,,,..,_,...,_-:''"-""'"""'-••• •• _,,,..,, •• ., •••••••" ,,_,,.., ,,.,.,., ............. ,. ",,,,.,,,.,, •• ,,,,.,,.,., -,,, -,,,, ••••• .. •"•' ,~ ""W>'-~"Y\••• •• '""'""'"'' •-~·•: •:•••, .. ,_., ,-, w, DEVINE. ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C · Poway, CA 92064 (858) 748-6168 . --.----. . ,, J08 ___________ --lll----- SHl;ETNO. ________ OF_-lll----- CALCUI.ATEDBY _______ DATE_ ··---- CHECKEOBY _______ DATE_-lA----- SCALE ___________ -ill--__ _ ' ,. ,,,...-µ, f J GP l (? ( ~o }rt f.J,,w C I hi Av 1'/r::t:: _rJ --.. D. PRODUCT 207 10 l>evine Engineering roway, CA .Rev: 580007 · User: KW-0605923, Ver 5.8.0, 1-Dec-2003 {0)1983-2003 ENERCALC Englneertng Software Title : Isis Mechanical Yard Dsgnr: MLG Description : Scope:" Steel Beam Design Job#· Date: 2:26AM, 14 DEC 07 Page 1 lsls.ecw:Calculatlons '.Description Cantilever~d Louvred Screen Support Clen~ral Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 !BC, 2003 NFPA 5000 = ·· Steel Section: HSS6X4X1/4 Fy Fixed-Free Load Duration Factor Elastic Modulus 46.00ksi 1.0.0 29,000.0ksi Center Span Left Cant. Right Cant 18.00 ft 0.00 ft 0.00 ft 18.00 ft LL & ST Act Together ·Lu : Unbraced Length. · · Distributed Loads · . ·,· #1 DL LL ST 0.059 Start Location End Location I.:· .. Summary I #2 ·#3 #4 #5 Note! Short Term Loads Are WIND Loads. . #6 #7 k/ft k/ft k/ft ft ft .. ' Using: HSS6X4X1/4 section, Span= 18.00ft, Fy :;:·4.6.0ksi ·. End Fixity= Fixed-Free, Lu = 18.00ft, LDF = 1.000 · Beam OK Short Term Load Case G9irerns Stress · Actual Moment 9.558 k-ft lb: Bending Stress 16.479 ksl fb / Fb 0.543 : 1 . Shear fv : Shear Stress fv/ Fv I Force & Stress Summary . UNI Maximum · Max. M + 9.56 k-ft Max.-M- Max. M@Left Max. M @ Right . Shear@ Left . 1.06 k Shear@ Right k Center Def!. Left Caril Defl · · Right Cant Defl ... QueryDeri@ -2.207in O.OOOin 0.000 in 0.000 ft Reaction @ Left 1.06 Reac!ion@R! . , Fa calc'd per Eq. E2-2, K·Ur > Cc 1.062 k 0.380 ksi 0.021 : 1 DL .J2!1&.. 0.000 0.000 0.000 0.000 [ $.ection Properties HSS6X4X1/4 1 t tu• 111 u aa:a-,. mm:,; ,,.,m l;)_epth . 6.000 In . Weight \fo!eb Thick 0.233 in lxx Width 4.000 in !yy Flange Thick 0.233 in Sxx Ar~a· 4.30 in2 Syy · -Rt 2.000 in R~xx Values for LRFD Design .... R-yy ·J 23.eoo 1114 Zx . Cw 10.10 in6 Zy Allowable 17.609 k-ft 30.360 ksi 51.446 k 18.400 ksi Max.· Deflection Length/DL Defl Length/(DL +LL Defl) -2.207 In a.a: 1 195.7 : 1 «·· These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 0.000 0.000 0.000 .0.000 -9.56 1.06 -2.207 · 0.000 0.000 0.000 1.06 14.61 #/ft 20.900 in4 11.100 in4. 6.960 in3 5.560 in3 2.200 in 1.610 in 8.530 in3 6:450 in3 0.000 0.000 0.000 0.000 k-ft k-ft k-ft . k-ft .k k 0.000 in 0.000 in 0.000 in 0.000 in k k r\ r _D'l'fine Engineering ·Pavay, CA Rli: 580002 .Uis:· KW-0605923, Ver 5.8.0, 1-Deo-2003 (0)183-2003 ENERCALC EngJneerlng Software -Title : Isis Mechanical Yard Dsgnr: MLG Description : Scope, Pole Embedment in Soil Job# Date: 2:27AM; 14 DEC 07 Page 1 lsfs.ecw:Caiculatlons Description Flagpole Footing @ Louvered Post_ Qen~ral Information . Alla~ Passive Max Passive · toad dura'tion factor Pole is Circular -Diameter -. Restrained @ ~urface I_.· Summary I Moments @ Surface ... Point load Distributed load With Surface Restraint ... · Req'd Depth Pressure @ Base ... · Actual Allowable Surface Restraint Force 150.00 pcf 1,500.00 psf 1.330 24.000 in 1.00 ft-# s,ss~.oo 4.750 ft 931.58 psf 931.58 psf _ 3,835.10 lbs . Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7:2, 2003 NFPA 5000 36.4.3 Applied Loads ... Point Load distance from base Distributed Load distance to top distance to bottom · Total Moment Total Lateral 1.00 lbs 1.000 ft 59.00 #/ft 18.000 ft 0.000 ft 9,559.00 ft-#'· 1,063.00 lbs 12.. ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 2 Ferguson Pape Baldwin Architects Issue Date: 10/30/2008 701 B Street, Suite 200 Architect's Project No: 08102 San Diego, CA 92101 Project: ISIS Pharmaceuticals Expansion & Automation Project Telephone: (619) 231-0751 Fax: (619) 231-4396 PROJECT ADDRESS: CONTRACTOR: Attention: Address: Telephone: Bart Provo, Randy Stoner, Pacific Builders Group 9752 Aspen Creek Court, Suite 150 San Diego, CA 92126 858-552-0600 Fax: 858-957-5550 Address: Telephone: Fax: 2282 Faraday Carlsbad, CA 760-931-9200 The Work shall be carried out in accordance with the following supplemental instructions: 1 Revise the Mechanical demo scope per attached clouded DEC Engineers drawing M 1.1 ( dated 10/28/2008). 2 Revise the walls and doors per the attached sketch ASI 002.1 (dated 10/29/2008). a) The new west and north walls of the Corridor 125 extension are to be 1 hour rated walls, 3 5/8" 20 ga studs at 16" o.c. with 5/8" drywall on both sides, tunnel construction as noted in '2' below. b) The new wall dividing Organic Lab 119 and W.1.P. 119A, and the new wing wall in 119 are to be non-rated walls, same assembly as 'a' above, taken to a height 6" above the newt-bar ceilings. 3 Provide a new 1 hour rated ceiling in the Corridor 125 extension (underside at 11'-0" a.f.f.), and t-bar ceiling (underside at 9'-0" a.f.f.) per the attached sketch ASI 002.2 (dated 10/29/2008). Provide a drywall header (underside at 8'-10") between Corridor 125 and Corridor 125 extension, width to match the wall depth. 4 Provide newt-bar ceilings (underside at 9'-0" a.f.f.), lighting, and mechanical diffusers per the attached sketch ASI 002.2 (dated 10/28/2008), and clouded DEC Engineers drawing M2.1 (dated 10/28/2008). 5 Install owner provided sheet vinyl in W.I.P. 119A and Corridor 125 extension to match existing Corridor 125; provide heat welded joints and integral 6" coves. 6 Install owner provided sheet vinyl in Organic Lab 119 to match existing in demolished areas; provide heat welded joints, and integral 6" coves. 7 Relocate salvaged casework to east side of 119 after ISIS has adjusted leg heights. 8 Provide full-size raceway on east and west walls of W.I.P. 119A, full length of room (except behind door). Provide (3) 120Voutlets on west, and (2) outlets on east, all equally spaced. 9 Provide full-size raceway with (3) new dedicated e-power outlets on new east wall of Organic Lab 119, equally spaced. 10 Move existing Nitrogen wall turret on north wall of 119 to the midpoint between relocated casework and the existing Fume Hood. 11 Provide allowance for painting per specs provided by Owner. 12 DEC Engineers' Mechanical drawings M0.1 and M1.0 are issued with this ASI as a general update {both dated 10/28/2008). ACTION REQUIRED: Issued for Clarification Only. D Proceed on the basis that there is no increase in cost or schedule duration. If a cost or duration increase is anticipated, DO NOT proceed. Submit itemized cost and schedule impacts for approval. Proceed on a "Time and Materials" basis. D Proceed only upon written authorization from the Owner (See T & M Auth. below). Provide itemized cost and/or schedule impacts as expeditiously as possible. m Submit itemized cost and schedule impacts for approval. Do not proceed until authorized in writing by the Owner. ATTACHMENTS: Sketch ASl-002.1 (dated 10/29/2008) Sketch ASl-002.2 (dated 10/29/2008) M0.1 (dated 10/28/2008) M1.1 (dated 10/28/2008) M1.0 (dated 10/28/2008) M2.1 (dated 10/28/2008) T & M AUTHORIZED BY: ISSUED BY: David Boyd, Site Supervisor DISTRIBUTION / COPIES : Max Moore ISIS Pharmaceuticals Tom Mulkeen CRB Partners Rick Marshall CRB Partners Rami Barghout CRB Partners Paul Hausbeck DEC Engineers File Date Date 10/30/2008 " 17 ~ I I I I I ll..---·-·-·-·-·-·-· 11 I I I i I I I I L_J I I I I I I I I I I ~----1 I I I I I I I RO/DI STORAGE TANK ·-·-·-·-·-·-·~·-·-·-·-·-·-·-·-·-·-· ----i----~~-~-~----------IMI-1 I I I I I L---.J ,---, I I I I I I I I I I I I I I L---J .---, I I I I I I I I I I I I I I L~.J D r-----, I I I I L--~---1 ORGANIC LAB OJI] 2'-11.11/2" r---------7 I I !,,._ ----__ .J WORK IN PROGRESS l119AI 9'-8" ·-·-· ~ ..... r-,.. I co ~~---=•-•-•-·~~-·-·-·~·-·~~-·-•-•-•-•-•-•-•-•-•-•-• I -I -I - -I -I -I -I -I -•I RANSFORME~ ·-·-· CORRIDOR [ill] ----1- ID -o.c. 1• -I - I I I I I I I SP u [TI II I ~i ~·--· LO' .-! I N ~1: • I I I : I: G -+----------------------IE:!!- --10/29/2008 SKETCH ASl-002.1 SCALE: 1/4"=1'-0" I -I -I LAB [III] MATERIALS MANAGEMENT OJI] I I -::, ·3 ~-)"!:;RG:ll;l$0N -· ' · .. .PAPE; · BALDWIN ' .ARCHITECTS I I •' 1 7 ~I 11 I I I ~ I I ~--·-·-·-·-·-·-· L_J I I !_-·-·-·-·-·-·-·-·-·-·-!_-·-·-·-·-·-· ·-·-· CORRIDOR ill[] --t-JIMlwill----· 1-, I [f?r -I -I I I I I II -I - I I I I I I~ I - • _ __JI _ ____! l•i C: ,_, --=•-•-•-•--•-•-•-• i •-•~,•-•-•-•-•-•--•-•-•-i-•111111111 ... 1 -I I I i I • I ·+--------------r-~ I 101291200a I SKETCH ASl-002.2 1 SCALE: 1/4"=1'-0" I I LAB '1 i [TII] • I I I ---------------------tE:JI- MATERIALS MANAGEMENT [IT] I I -I I I -o.c.1 sft .u I m I I I I -I -I r·-1-· -I ·-·-· I G I I VESTIBULE [IBJ I I = => 3-_ \ _ ·:;;~USON _ _ . ~ l;:IAL,q\JVIN RCHfiECTS IHETIWII LEGEND,NOTES AND SCHEDULES J\NlOE!l(!llllJT/i.,.. R E l""',.,"""-"""""""""""--'"'-!!!-!!!!!""'"-1 V I l""~""--~"'-1"-="""'"'--l r IH~ ;~~ ; o~r;i! ,.. ;i :~!l lh ~I alil ~;I ii;! riilljj s;i ~, iile :1; ffl ,.fiffil i~ ~ 11!!~8 !i!~ ii 1;,~ii i~i ;i ~1~1 ti ~i ,. ~, ~! ~ i;i~ I r!i! B~ I ~d ~I a llr ~ j !,.~ ja I s;ililli; ~ iii; ~~ r~ 0 ® Pl r1 ~1 H 1 .. ffi !; ii I m I VI m iii ? n C) m z m ;,ti )> r-z Q m VI 0 ii! .i~ ~; H ,;; !!I t j! !I =;. ij el ~ffi ~, tl i llG'III REIWII S 1-'~=s~=or=eo'-----'----------l ~ 1----~ 1896 Rutherford Court, Carlsbad, California : ,.. Telephone: 760.931.9200 Fax: 760.603.2700 M0.1 !(! l! u iii lo ~ ~ i ! iii iii :~w ~r i'i 6 ~ ~ "I~ ::15! !I l? 1;;,;; !ii ;119 "~ < !li ,q z! u ; I p :u 0 ~ m; u i. ! 0 i Ii I ~ I ~ !ii !i! !a ~ .. m . ! iii ~ ij i ~, § I ~ I ~ ;,; ISIS Pharmaceuticals Expansion and Automation Project 2282 Faraday Carlsbad, California ff "'ii" ~1 T 1+ H H ,q ,l C ~ = l'l I! u u I I u u ; ~ I ~ ~ ;,; R i1i ;,; I . ~ I i I H i I I ~ i ;u ~ $ ~ ;!! t u g ~ ;!! i ~ I ;c m ,! ~ :c ~ ~ f ~ ~ ij () .. 2 Q N I r-. I iii 8 ,: 11 F ~ iii " 11 ~ ~I ff ~?i; U~ I ~1, 11 t H ~l ! [i;(J ~ f I I H H I I I I I t~ ~, i1 el ii! u u i~ ~IJI ss i i I I I I I I I I I I ~ ~ !l !:l '1! :fl 1ii ,. ill !!Ji8 el ii! 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"t5 Q) 'c, a: ct! °* § .E :g15.§~ a, E ct! ct! c.:, 0 ..__ (_) ro:5co_ § <i:: ~ 16 m-coo..o ..C: C:: N en 0... Ctli N,::: fQ § (3 en ---~ a. X LU V.)~ -!. :I Cl')! -= ~ ct1= ·-= ~~ 75§ (.) . -= ""O '-0 ct! t-..c .. ~~ (.) = ~~ ::,a-, 0 . (.) ;:;:: ""O °' ~c:;:; ~~ ~ Cl.) '5 § C:::,.,:; co fr =-~~ ---1 I 111"'---1;.=--,111 111" r::-::111 ~I __ r.:-----! ... )W""=-1....:ILLL--..JU ) (J) 0 0 ~--·sg, :-· 7-----~ 11 ~==================== GRAPHIC SCALE NOTE R R R OVERALL FLOOR PLAN 1 ~liEW~A~A~~;=~i~~~=·==GTO \~ a:w>-111-0ZID ~~or~~;,.:S~:-1":1c~=~~~~~6~~I ,_ _______ _, ll(ATAClUAI.MEAS1JRDlENT, nc-r ~ ·y:.~ ------";., --~~"oi•c•":l.'.:~-,a lyJ..J SC'A8-W•HT ..Jz <t<t ~i I Z..J <t..J I,! 0 :c<t oa: . ww O ~ I :ai:5 ~ '1 ~ ffl i~ ffl 0 0 L+----------~---J f I l "t] • ~ @~~ t:- . ,ili.~ .· ...... ~~ L.......,.,1_~• =7 \.8. 8 .8 J (EJ ,c o~ I (El au. w,l,. TANK t_ _____ J :I (E)3/,•R':\ ! ~ I ........... I t!ll ~0 ~ l··H-fifill H3/H7 STORAGE [E[l ACTIVATED CHARCC~L FILTER PACK .. '!,. 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GENERAL NOTES 1. - I I GRAPHIC SCALE NOTE 1HESE Pl.AAS M-'Y H>.\£ BEEN PHOTOOIW'HIC"'-1.Y REPRODUCED, ENLARGED, CR Rt9ZED TO BLEVINS CUBED ARCHITECTS 7090 CAMINO PACHECO SAN DIEGO, CA 921 1 1 F': (619)944-41 15 F: (B5BJ496·0446 0 Cl) "c, 0:: CCI ~ 5 ·E ~1E~~ Cl) E CCI CCI o Os-0 ~~~-a co "'O ~ Jg ..c: C N en a.. ca N "'t::: (/) C: CCI u5 -~ (._) -C: ! i ~I. ~ ! II I ·~ g c5 ~ :E ('i"") "'= (._)'-D -cf g "',-. .0 .• ~ td "' "'-, (._)= 1::· = :::, 8:! 0 . o-"" "O °' .g g Q) ,-. ..c: •. -:l:l ~¾ = Q.) ~~ LRI II J ~ r:s: ~ ~~:er:-m:~ =t~~lEDTO ~ ~u:f. a:W>-m-QZC, 1'-D". DO HOT SCAlE 1HE DR-''MHGS F lHE CIWHIC SCALE REPRE5ENiS >.NY 01HER nl>.N lliAT>.cnlAL.MEI.SURMHT nrr ---····-,-···------_,,_,._.7,._,;:7':S g zw o:i:c it;;! I' a:o ill o-oz ..lo:i: ! u.5 ffl ~ ~l!il i;ffl ...... ...... ~ :) ) ____ J L-t----------o ",--, J I I I \I ] ~ J ~B[J ·o ®~B 1 .. ~-I" NEW SCRUa3ER RESffiVOR TAI« BY GtHERS r ICll' ON TO SCRUBBER RfRYQR TANK ca-lNEC1100. .---+--~f-:1" ICW-- D. I I 1-13/1-17 STORAGE ~ i.;;,_ TED CHARCO~L FILTER PACK \ r--, ! ' --(0 ----+--1 AHi I PROVOE ARE RA1'Il ,.,. _ PENETRATKlt 1HRU RATED [8 . B:00 '-" !LER g l:!ll ·-l:!ll ELECT./TEL. [IE] D -------------,----~- I I I I 1--4 1=1 I I L_J MECHANICAL @I] AH2 I I L _____ J l' --® FLOOR PLAN · MECHANICAL NEW WORK ~ JI ~ = CORRIDOR ~""""""""" ~ CT@ ' ;::::::;i!!==lr=:::::;:;:===o--~ 1~====r--' ;vv.Jwcvo10.I I II I ~ ~h 7T ' 11 EA 2 ' ' I LAB2 !ill] I --CL--I 0 FLOOR PLAN · MECHANICAL NEW WORK D J --lo---® -I 1 2 NEW WORK SHEET NOTES 0 R£1.0CAtm 24"x24• SIJIPLY GRIUE FRai1 Da1ClJTICl4 00: NEW. 0 Rfl.OCA.18) 24"x24" DHAUST ml.LE FRa,I [El,IClJllOH OR NEW. @ CAP EXISTJIC SIJlPLY DUCT ClfTSltE CF FRE RATED ASSEMBLY. ©ElQSTHQCXffilSERTORElu.tl ® Rfl.OCA.TED SUPPI.YCRl..1£f'R(II [EIICXJTIOH. R£B,1,1.J,HCETO C11,I SHO'MI. © NEW 24"-d,: llTUS PERRRATED D:HA1IST GRUE. 0 RE8JU.HCE £»Sil,iG &.f'Pl.YIJFAJSERS TO~ C1M (nP.15) © POHTOF CQffrl1Ql 0 R£BAl>.NCE DlSTtlG DHAUST F>Jt TO S.150 all. @) RfBALANCE ROCII TO ml SHO¥fi TO ILIJNTA.fi A POSl1M: PRESSURE 10 ROOII 112. ®'NDYLDCAllCNCFDlS'IJICSHa!kIL,VERiYFIMAI.UlCAllCNYiflHISS. (® .;;;;;~~-?~~~~ ~ HEW ~ ~ MATQl E»SW«i SH!mEL CUCT MAlDIW.. PRO'WE \WAIE ) DAMPER AT ERAHat. ~~~~.) GENERAL NOTES ,. - I GRAPHIC SCALE NOTE BLEVINS CUBED ARCHITECTS 7090 CAMINC PACHECO SAN DIEDC, CA 921 11 P: (151 91944•41 1 5 F: (BSBl496•0446 u -~ "' a.. c5 C: -~ ~g >--E ::::Jct:5COJ2 a, E-c= ~~~(3 §<Cu.. -.::f ro"'ON co ..c:: c:00.0 D-ct5NUl 22 §Nl:5 CJ) ·-(..) -"' C "' a. ~ ~ ' i = II l! ! ~ -~ g ~ t-2 <"! =C""') m= (..) '-0 "Cg "',:--. ~ ~ 8~ = 1:::= :::,~ 8~ <"") "C °' .g g Q) t-..r:::: •• 5 ~ 0::: .2 ~§ CX) .., ~ E-< El I LJUI_IUU 1HESE PI.J.NS MAY HAVE BEEN PHOTOGRAPHICAU.Y REPRODUCED, ENLARGED, CR RESIZED TO !-="-'"" "-'•"--'--'--'--I ~1}/~=~CRSC~ ~~~~r:o~~ ~~t~~lEDTO ~: :A1i:~ • a:w>-CD-OZCD 1'-0", DO HOT SCALE THE DRAl'IINGS IF THE GRAPHIC SOU: REPRESENTS AAY OlliER llif.N 1HATACTIJAl.1,1EASUREMEKT nrr ~-~":.~"~~~~'!.c:·:,~!,,. ).: za: <to ~s: I' a:~ l;! oz O· ...J :c: ~ I u.@ ffl :'ii: @I N ii;~ .--City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-15-2008 Plan Check Revision Permit No:PCR08064 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: BLEVINS-LEAF Building Inspection Request Line (760) 602-2725 2282 FARADAY AV CBAD PCR Status: 2120614600 $0.00 CB073114 Lot#: 0 Applied: Construction Type: NEW Enter:ed By: !SIS-REGRADE TO ACCOMMODATE Plan Approved: _Issued: Inspect Area: CONTAINMENT OF FOAM DISCHARGE AND DRAINAGE Owner: BMR-2282 FARADAY AVENUE LLC C/0 PARADIGM TAX GROUP 3645 RUFFIN RD #310 SAN DIEGO CA 92123 Plan Check Revision Fee Additional Fees Total Fees: $120.00 Inspector: Total Payments To Date: $120.00 Bal:mce Due: FINAL APPROVAL Date: Clearance: ISSUED 06/11/2008 KG 08/15/2008 08/15/2008 $120.00 $0.00 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required i~formation with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will b:ir any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water c1nd sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this proje~t. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as ta which the statute of limitationsj1as oreviouslv otherwise exoired. City of Carlsbad '""II/I'"" ~ Plan Check ~ev;~ion No. f Cl?cJ@ t:#f Original Plan Check No_C8(J731J+ Project Address /j/J, '$ 1--PA1t-lHJ -/(11' Date 0 -/II -tS Contact lMf 8/,,fAl#Zb Phl/lf-ft/~t/JOJ Fax _____ _ Address I~ (7/--rl LL-I f"7 5r I v l7fll\-, C/4 6ji.-c., g ~ APN ------- Business at this address /'715 (7/Jfrf21'1 It c-4£,1.,t 11UJ,,,l,4:> General Scope of Work~lbi~¢-IHJ~~' '~~_'/d,_A~~~------------------- Origirial plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 El~ents revised: l!f Plans D Calculations D Soils D Energy D Other Hr~r {2vPtYfJ'!J 2 Describe revisions in detail 5 Does this revision, in any way, alter the exterior of the project? 6 Does this revision add ANY new floor area(s)? 7 Does this revision ffect any fire related issues? 3 4 List page(s) where List revised sheets each revision is that rep/ace shown existin sheets D Yes D Yes D Yes D Yes 8 Is this a co~~ s tha re laces the original permitted set? ~Signature--1--.p=--L---,9--l~---=----=.......:~--=--------------------- 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717 / 2718 / 2719 / 7541 Fax: 760-602-8558 \1 ... DATE: June 20, 2008 JURISDICTION: Carlsbad EsGil Corporation In (J?artnersfiip witfi (jovernment for (}Jui[tfing Safety PLAN CHECK NO.: 07-3114 Rev 1 (PCR08064) SET: I PROJECT ADDRESS: 2282 Faraday PROJECT NAME: Revision of Grading for Containment Area ~NT ~ D PLAN REVIEWER D FILE cg] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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: cg] 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: ) Fax#: Mail Telephone Fax In Person D REMARKS: Revision 1 includes change in grading at area in rear of building to accommodate containment of Fire Suppression foam ·discharge and containment area in parking area outside enclosure. No change in parking. By: Abe Doliente Esgil Corporation D GA D MB D EJ D PC Enclosures: 6/13/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 07-3114 Rev 1 (PCR08064) June 20, 2008 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad (PCR08064) PLAN CHECK NO.: 07-3114 Rev 1 PREPARED BY: Abe Doliente BUILDING ADDRESS: 2282 Faraday BUILDING OCCUPANCY: DATE: June 20, 2008 TYPE OF CONSTRUCTION: BUILDING , ' AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance j ..-1 Plan Check Fee by Ordinance Type of Review: D Complete Review 0 Structural Only 0 Repetitive Fee ~ Repeats l______Lj * Based on hourly rate Comments: D Other 0 Hourly 1 j Hour* Esgil Plan Review Fee ($) $120.001 $96.ooj Sheet 1 of 1 macvalue.doc .. ). BUILDING PLANCHECK CHECKLIST DATE: BUILDING A D SS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, · must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instruptions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see h attached report of deficiencies marked with Make necessary corrections to plans or speci ti s for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for.review. · Date: ?f/ifi By: Date: By: Date: FOR OFFICIALl_JSE·ONtY . Rlt'l!G AIJTHOR_IZAJION TO ISSUE 'BU_ILDING PERMiT: . D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Storm water Applicability· Checklist D~te: Name: ENGINEERING DEPT. CONTACT PERSON JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760), 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: F:\Bu1Lo1N'1f@'81!3E~a<mei>a,y0Avenue • Carlsbad, CA 9200'13-7314 • (760) 602-2720 • FAX (760) 60:!1t'ff562 @ BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A North Arrow B. Existing & Proposed Structures Existing Street Improvements Property Lines Easements F. Right-of-Way Width & Adjacent Streets G Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service. D 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one ..... ~r~ n _ }---percent towards an adjoining street or an approved drainage course. N V -~ 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive Q ~ ./?) drainage of 2% to swale 5' away from building." · S~ , ~~-Existing & Proposed Slopes and Topography ~ <; .,,1 C. Size, type, location, alignment of existing or proposed sewer and water service (s) 61 _ "" N -_O that serves the project. Each unit requires a separate service, however, second ,V'\IV~ ~ dwelling units and apartment complexes are an exception. /J"X. ~' -~ J) D. Sewer and water laterals should not be located within proposed driveways, per u~· v~ standards. ~€-u~s, D D 3. Include on title sheet: F:\BUILDING PLANCHECK CKLST FORM.doc A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building. square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, wareho1,.1se, office., etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 2 Rev. 7/14/00 BUILDING PLANCHECK CHE.CKLIST 1 ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. · D D D 4b. All conditions are in compliance: Date: _________ _ D D D -D D D F:IBUILDING PLANCHECK CKLST FORM.doc DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17,000 , pursuant to Carlsbad Municipal Code Section 18.40,030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the_ appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the . Engineering Department in person. Applications will not be accept by mail or fax. Dedication ·pomplefed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public impro_vements required as follows: ____________ _ Attached please find · an application form and submittal · checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Depart.ment through a separate plan check proces!). The completed application form and the requirements on the 3 Rev. 7/14/00 D ·o D D D D D D D D BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ---- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $430 so we may prepare the necessary Neighborhood Improvement Agreement.. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prio_r to occupancy._ RADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal ~ode. D ?a. Inadequate information available on Site Plan to make a determination on grading r 6'tl5 requirements. Include accurate grading quantities in cubic yards (cut, fill, import, .:> k' expo~ and remedial). This information must be included on the plans. D ~ 7b. Grading Permit required. A separate grading plan prepared by a registered Civil D · Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. · Grading Inspector sign off by: Date: ---------- D . 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:IBUILDING PLANCHECK CKLST FORM.doc 4 Rev. 7/14/00 . BUILDING PLANCHECK CHECKLIST 1 ST 2ND 3RD D D D 7d .No Grading Permit required. D D D 7e. If grading is not required, write "No Grading" on plot plan. D D D D D D MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. .Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7138, for assistance. Industrial Waste permit accepted by: Date: . y O . 10. NPDES PERMIT i.n I c.ovV\.f/ f..e._,. f:J Complies with the City's requirements of the National Pollutant Discharge ( '/l,'{(./1. V Elimination System (NPDES) permit. The applicant shall provide best r~V\. _ u . management practices tO reduce SUrface pollutants to an acceptable level _prior tO r,,~. ,/\/. ~ discharge to sensitive areas. Plans for such improvements shall be approved by V1 . ,D( ~ ~ ~ 1 fl the City Engineer prior to issuance of grading or building permit, whichever 1 WJ iJ-~~-~ (i -~ ~c~~-. d~--W ~ ~ ·0b r4_ t ttcvl · D D DY~ :10.a.STORM WATE~COMPLIANCE FORM · O Requires PSWP (project storm water permit): # O Tier I/Tier II (Requires SWPPP) -Please complete attached forms 0 Exempt '-P[ease 9omplete attached exemption form D D 0 · 11. FEES F:IBUILDING PLANCHECK CKLST FORM.doc 0 Required fees are attached O No fees required 5 Rev. 7114/00 D D D F:\BUILDING PLANCHECK CKLST FORM.doc . . BUILDING PLANCHECK CHECKLIST WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which · include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand wo'rksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into thE? street). 12b. Irrigation Use (where recycled water is ·not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1 +00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as -the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case _irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at p_oint of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 6 Rev. 7114/00 D D D D D D F:\BUILDING PLANCHECK CKLST FORM.doc 12c. BUILDING PLANCHECK CHECKLIST 3. In general, all· major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project f~onts a street with recycled water; then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this s_hould have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt froni paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is .not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWAfor this. 13. Additional Comments: 7 Rev. 7/14/00 13 Q) .c (.) C: .!!1 a. ~ ~ 13 Q) .c (.) C: (lJ a: >, .0 "' 'II, ~ 0 Q) .c (.) C: (lJ a: ,¢DD ~DD I ,PD D poo doo PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. PCRb8064 Address 2282 Faraday Av Planner [Deborah-·Mifarti Phone -'--'(7'--'6"-'0'-'-)-'6'-"0'-=2"----'--'~'"-"6--'-1...=;9._, ------- APN: __ Type of Project & Use: ___ Net Project Density: DU/AC Zoning: C-M General Plan: Pl Facilities Management Zone: __ _ CFD (in/out) #_Date of participation: ___ Remaining net dev acres: __ _ .Circle One (For non-residential development: Type of land used created by this permit: __ _, Legend: 1:8] Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES D NO D TYPE DATE OF COMPLETION: __ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES D NO D TYPE -- APPROVAL/RESO. NO. __ DATE __ PROJECT NO. __ OTHER RELATED CASES: __ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ _ Coastal Zone Assessment/Compliance Project site located in Coastal Zone?YES D NOD CA Coastal Commission Authority? YES D NO 0 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite. 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees,. Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NOD (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y /N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 •J Site Plan: ODD DOD DOD DOD DOD DOD r@oo Provide a fully dimensional' site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D 2. Project complies: YES D NOD Zoning: 1 . Setbacks: Front: Required __ _ Shown __ _ Interior Side: Required __ _ Shown __ _ Street Side: Required __ _ Shown __ _ Rear: Required __ _ Shown __ _ Top of slope: Required __ _ Shown __ _ 2. Accessory structure setbacks: Front: Required __ _ Shown __ _ Interior Side: Required __ _ Shown __ _ Street Side: Required __ _ Shown __ _ Rear: Required __ _ Shown __ _ Structure separation: Required __ _ Shown __ _ 3. Lot Coverage: Required __ _ Shown __ _ 4. Height: Required ___ Shown __ _ 5. Parking: Spaces Required __ _ Shown __ _ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required ___ Shown __ _ Additional Comments Correction #1: Please show parking spaces inside area of work. Correction #2: Please indicate where and what structure is being accommodated by re- grading. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER __ DATE __ j)~ ~ {; /J.J/Oo H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Carlsbad Fire Department Plan Review Requirements Category: PCR , Date of Report: 06-19-2008 Name: BLEVINS LEAF Address: Permit #: PCR08064 Job Name: ISIS-REGRADE TO ACCOMMODATE Job Address: 2282 FARADAY AV CBAD BUaLDING DEP'T0 COPY' Reviewed by: _4"'-f/,--(l-ff----11~-----'------b--- IN€0M~J;E+E='l?he--iteID...::Y:OlLhWe submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resu~mit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0002864 [MET] ~ ~~~-·' THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 06/19/2008 By: GR Action: AP .. SAN DIEGO, CA 1441 :Vlonticl Road Suite 115 Escondido, CA 92026 (760) 746-4955 (760) 746-9806 FAX ,, ,, RIVERSIDE, CA VENTURA,CA 14538 '.\-Ieridian Parkway 1645 Pacific Avenue Suite A Suite 107 Riverside, CA 92518 Oxnard, CA 93033 (951) 571-4081 (805) 486-6475 (951) 571-4188 FAX (805) 486-9016 FAX Preliminary Hydrology Study for Isis Pharmaceuticals 2282 Faraday Avenue Carlsbad, California Prepared For: Isis Pharmaceuticals Attn: Rick White 2282 Faraday Avenue Carlsbad, California Prepared By: Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, California 92026 CTE Job No. 15-0211C ,, GEOTECH.NICAL o E'.'IVIRO'.'IMENTAL a CONSTRUCTIOK IKSPEC TRACY,CA SACRAMENTO, CA 242 W. Larch 3628 }Iadison Avenue Suite F Suite 22 Tracy, CA 95376 :'i. Iligl!lands, CA 95660 (209) 839-2890 (916) 331-6030 (209) 839-2895 FAX (916) 331-6037 FAX ,, TABLE OF CONTENTS Section OBJECTIVE .................................................................................................................................... 1 IN"T'R.ODUCTION ........................................................................................................................... 1 REFERENCES ................................................................................................................................ 1 DESIGN CRITERIA and assumptions ............................................................................................ 1 DISCUSSION .................................................................................................................................. 2 Existing Conditions ..................................................................................................................... 2 Proposed Conditions .................................................................................................................... 2 Proposed Tank Area ...... , .......................................................................................................... 2 Proposed Loading Containment Area ............................................... , ...................................... 3 ,, APPENDIXl HYDROLOGY CALCULATIONS ATTACHMENTS ATTACHMENT 1-LOCATION MAP ATTACHMENT 2-PRECIPITATION MAPS AND SOIL MAP ATTACHMENT 3 -HYDROLOGY MAP-PROPOSED CONDITIONS ,, Hydrology Study for Isis Pharmaceuticals 2282 Faraday A venue, Carlsbad, CA June 4, 2008 · OBJECTIVE Page 1 CTEJobNo.15-0211C Determine stonn water runoff and site drainage for: (1) the proposed tank area and (2) the chemical loading containment area utilizing temporary spill berms. INTRODUCTION The project is located on the northern side of the existing building located at 2282 Faraday Avenue. See Attachment 1 for location. REFERENCES 1. Flow calculations per San Diego County Hydrology Manual (2003). Rational method for basins less than 1 square mile. 2. Hydraulic Calculations per City of San Diego Drainage Design Manual (1984). 3. San Diego County Drainage Design Manual (May 2005). 4. CIVILCADD/CNILDESIGNEngineering Software,© 1991-2006Version 7.6. San Diego County Control Division 2003 Manual Rational Hydrology Study. 5. Land Development Desktop 2004 Hydrology Funtions. DESIGN CRITERIA AND ASSUMPTIONS From the County of San Diego Hydrology Manual the site soil is Group "D" (See attachment) ,, . • The existing condition is.-considered as an asphalt surface utilizing a C factor of 0.95 Per fl?.e San Diego County Hydrology Manual (2003) Rainfall Isopluvial Map: • 100 Year Rainfall Event -6 hours P 6 = 2. 7 inches/hour • 100 Year Rainfall Event -24 hours P24 = 5. 0 inches/hour The coefficient of roughness n= 0.015 for pavement. Hydrologic calculations were performed using the CNILCADD/CIVILDESIGN Engineering software version 7.6 per methods as outlined within the San Diego Hydrology Manual (2003). CivilCADD utilizes the Rational Method Hydrology Program which is based on the San Diego Co1mty Flood Control Division 2003 Hydrology Manual. The hydrology calculations for proposed and existing conditions may be found within the hydrology calculations section of this report. ,, Hydrology Study for Isis Pharmaceuticals 2282 Faraday A venue, CarJsbad, CA June 4, 2008 · DISCUSSION EXISTING CONDITIONS Page2 CTE Job No. 15-021 lC The northern section of the existing building generally flows to the west along an existing concrete swale and into an existing catch basin located approximately at the southwest comer of the existing building. The area within the barricade flows westerly to an existing concrete swale along the building. Runoff from the existing roof drains flows to the existing concrete swale running parallel and adjacent to the existing building. PROPOSED CONDITIONS ,, Proposed Tank Area The project will consist of the pmtial demolition of an existing building and to propose a new tank area consisting of 4 tanks. The area will be re-smfaced to direct the runoff away from the proposed tank areas. The existing roof drain outlets will be directed into a proposed above ground drainage system. The runoff will then exit into the existing concrete swale adjacent to the existing building. The above ground drainage system will comprise of a steel sleeve and two 6 inch PVC pipes and will be encased in concrete. Due to design constraints (elevation differences) the proposed drainage system was aligned in the most practical configuration. The above ground system was encased to prevent cross contamination from the chemical tanks and the storm drain runoff. The proposed tank area is design with 4 foot walls (to the north), 4" curbs, and a 6" sump area. The 100 year storm event was calculated in the proposed tank area and resulted in a runoff (Q 100) of 0.132 CFS. The results of the 6-hour hydro graph indicates that the total volume generated would be 1,336 gallons. Land Development Desktop (LDD) was utilized to calculate the detention capacity for the proposed tank area. The resulting storage volume calculated was 4 7. 71 CF ( ~357 gallons). Once the tank area would reach the maximum volume (357 gallons) the runoff would then overflow over the proposed 4 inch curb into the existing concrete drainage swale adjacent to the existing building. Below is a summary ?f the Elevation vs. Volume of the detention area: #Units=Elevation,ft,Volume,ft3 #Stage-Storage Curve Data #Stage -ft Volume -ft3 #--------------- 303. 75000000, 3 03. 70000000, 303.65000000, 303.55000000, 303.50000000, 303 .45000000, 303.40000000, 303.35000000, 303 .20000000, 303.10000000, 303.05000000, 302.95000000, 47.70682349 33.32249535 22.28243916 8.68104034 5.41286317 3.73430889 3.00432832 2.56315822 1.41034804 0.77480904 0.49383937 0.00000000 ,, Hydrology Study for Isis Pharmaceuticals 2282 FaradayAvenue, Carlsbad, CA June 4, 2008 . '' · Proposed Loading Containment Area Page3 CTE Job No. 15-0211C The containment system comprises of two permanent concrete berms and a temporary/portable 4.5" high benn along the existing concrete swale. The purpose of the system is to contain an emergency spill. Utilizing LDD, the detention capacity for the proposed containment area results in a storage ·volume of 82.21 CF (---615 gallons). Below is a summary of the Elevation vs. Volume of the detention area: #Units=Elevation,ft,Volume,ft3 #Stage-Storage Curve Data #Stage -ft Volume -ft3 #-------------------- 303. 79000000, 82.21775885 303.78000000, 75.99106915 303.77000000, 70.04136083 303.76000000, 64.36852460 303.75000000, 58.97242903 303.74000000, 53.85172912 303.73000000, 49.00321230 303.72000000, 44.42298953 303.71000000, 40.10717165 303.70000000, 36.05186946 ,, 303.69000000, 32.25319367 303.68000000, 28.70727989 303 .67000000, 25 .4103 5480 303.66000000, 22.35871502 303.65000000, 19.54866095 303.64000000, 16.97649272 303.63000000, 14.63851043 303.62000000, 12.53101434 303.60000000, 9.07179961 303.59000000, 7.63007024 303.58000000, 6.34893342 303.57000000, 5.21864245 303.56000000, 4.22968339 303.55000000, 3.37278515 303.54000000, 2.63870115 303.53000000, 2.01818484 303.52000000, 1.50198950 303.51000000, 1.08086857 303.50000000, 0.74557547 303.49000000, 0.48686364 303.48000000, 0.29548651 303.47000000, 0.16206592 303.46000000, 0.0765301 I 303.45000000, _0.02818144 1' 303.44000000, 0.00625856 303.43000000, 0.00000000 1, . APPENDIXl HYDROLOGY CALCULATIONS 1, . ,, . ISIS PHARMACEUTICALS JOB NO. 15-0211 C •i p .. 1·. -·· Tc ... C 0.95 D 32.00 feet s 2.0% Ti 1.21 min If Tr< 5 min. 5.00 min Use 5 to determining Intensity INTENSITY P6 2.5 P24 4.1 ADJ P6 2.5 I= 6.59 in/hr AREA A= 0.0211 AC. 920 SF Q {CFS} Q= 0.132 . cfs ., ,, 6/4/2008 211 ·san Diego county Rational Hydrology Program CIVILCADD/CIVILDESIGN Engineering Software,(c)1991-2006 version 7.6 Rational method hydrology program based on San Diego county Flood control Division 2003 hydrology manual Rational Hydrology study Date: 06/04/08 ********* Hydrology Study control Information********** Program License serial Number 6024 -----------------------------·1r--.-------·------------------------------Rational hydrolo9y study storm ev~nt year is 100.0 English (in-lb) input data units used Map data precipitation entered: 6 hour, precipitation(inches) = 2.700 24 hour precipitation(inches) = 5.000 P6/P24 ~ 54.0% San Diego hydrolo9y manual 'C' values used +;++++++++++++++++++++++++++++++++++++++++++;·+++++++++++++++++++++++++ Process from Point/Station 1.000 to Point/Station 2.000 **** USER DEFINED FLOW INFORMATION AT A POINT**** user specified 'C' value of 0.950 9iven for subarea calculated TC of 1.210 minutes 1s less than 5 minutes, resettin9 TC to 5.0 minutes for rainfal1 intensity calculations Rainfall intensity (I)= 7,114(In/Hr) for a 100,0 year storm user specified values are as fo1lows: TC= 1.21 min. Rain intensity= 7.ll(In/Hr) Total area= 0.021(Ac.) Total runoff= 0.132(CFS) +++++++++++++•,+++++++++++++++++·"++++++++++++++++++++++++++++++++++++++ Process from Point/Station 1.000 to Point/Station 2,000 *'""' 6 HOUR HYDROGRAPH "'"'* ++++++++i·+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Hydrograph Data -Section 6, San Diego County Hydrology manual, June 2003 Time of concentration= 1.21 sasin Area= 0.02 Acres 6 Hour Rainfall= 2.700 Inches Runoff coefficient= 0.950 Peak Discharge= 0.13 CFS Time (M1n) Discharge (G~S) 0 0.000 1 0. 003 2 0,003 1, 3 0.003 4 0.003 5 0.003 6 0.003 7 0.003 8 0.003 9 0.003 10 0,003 11 0.003 12 0.003 13 0,003 14 0.003 1S 0. 003 16 0,003 17 0.003 18 0.003 19 0.003 20 0.003 21 0.003 22 0.003 23 0.003 24 0.003 25 0.003 26 0.003 27 0.003 28 0.003 29 0.003 30 0.003 31 0,003 32 0.003 33 0.004 34 0.004 35 0, 004 36 0.004 Page 1 ,, 211 37 0.004 38 0.004 39 0.004 40 0.004 41 0.004 42 0.004 43 0.004 44 0.004 45 0.004 46 0.004 47 0.004 48 0,004 49 0,004 so 0.004 51 0.004 52 0,004 53 0.004 54 0.004 55 0.004 56 0.004 57 0.004 58 0.004 59 0.004 60 0.004 61 0.004 62 0.004 63 0.004 64 0.004 65 0.004 66 0.004 67 0.004 68 0,004 •' 69 0.004 70 0.004 71 0,004 ,, 72 0.004 73 0.004 74 0.004 75 0.004 76 0.004 77 0.004 78 0.004 79 0.004 80 0.004 81 0.004 82 0.004 83 0,004 84 0.004 85 0.004 86 0.004 87 0.004 88 0.004 89 0.004 90 0.004 91 0.004 92 0.004 93 0,004 94 0,004 95 0.004 96 0.004 97 0.004 98 0.004 99 0,004 100 0.005 101 o.oos 102 0.005 103 0.005 104 0.005 105 0.005 106 0.005 • 107 0,005 108 0.005 . 109 0.005 110 0,005 111 0.005 ,, ·112 0.005 113 0.005 114 0.005 115 0.005 116 0.005 117 0.005 118 0.005 119 0.005 120 0.005 121 0,005 122 0.005 123 0.005 124 o.oos 125 0.005 126 0.005 127 0.005 Page 2 211 128 0.005 129 o.005 130 o.oos 131 0.005 132 0.005 133 o.oos 134 0.005 135 o.oos· 136 0.005 . 137 0.005 138 0.006 139 0,00§, 140 0.006 141 0.006 142 0,006 143 0.006 144 0,006 145 0.006 146 0.006 147 0.006 148 0.006 149 0.006 150 0,006 151 0.006 152 0.006 153 0.006 154 0.006 155 0.006 156 0.006 157 0,006 158 0.006 159 0.006 160 0.006 161 0.007 162 0.007 163 0,007 164 0.007 165 0.007 166 0,007 167 0.007 168 0,007 169 0.007 170 0.007 171 0.007 172 0.007 173 0.007 174 0.007 175 0.007 • 176 0.007 . 177 0,008 178 0.008 179 0.008,, 180 0.008 11!1 0.008 182 0.008 183 0,008 184 0.008 185 0.008 186 0,008 187 0.008 188 0,008 189 0.009 190 0.009 191 0,009 192 0.009 193 0.009 194 0.009 195 0.009 196 0.009 197 0.010 198 0.010 199 0.010 200 0.010 201 0.010 202 0.010 203 0.011 204 0.011 205 0.011 206 0.011 207 0.011 208 0.011 209 0.012 210 0.012 211 0.012 212 0.012 213 0,013 214 0.013 215 0,014 216 0.014 217 0.014 218 0.014 ,, Page 3 ,, 211 219 0.015 220 0.015 221 0.016 222 0.016 223 0.017 224 0.018 225 0.019 226 0.019 227 0.020 228 0.021 229 0.022 230 0.023 231 0.025 232 0.027 233 0.029 234 0.03l 235 0.036 236 0.039 237 0.047 238 0.054 239 0.079 240 0.112 241 0.132 242 Q.064 243 0,043 244 0.033 • 245 0.028 246 0.024 . 247 0,022 248 0.020, 249 0.018' 250 0,017 251 0.016 252 0.015 253 0.014 254 0.013 255 0.013 256 0.012 257 0.012 258 0.011 259 0.011 260 0.010 261 0.010 262 0.010 263 0.009 264 0.009 265 Q.009 266 0.009 267 0.009 268 0.008 269 o.ooa 270 0.008 271 0,008 272 0.008 273 0.007 274 0,007 275 0.007 276 0.007 277 0.007 278 0.007 279 0.007 280 0.007 281 0.006 282 0.006 283 0.006 284 0.006 • 285 0.006 . 286 0.006 287 0.006 288 . 289 0.006 ,, 0,006 290 0.006 291 0.006 292 0,006 293 0.005 294 0,005 295 0.005 296 o.oos 297 0.005 298 0.005 299 0.005 300 0.005 301 o.oos 302 0.005 303 0.005 304 0.005 305 0.005 306 o.oos 307 0.005 308 0.005 309 o.oos Page 4 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 3S:1 352 353 354 355 356 357 358 359 360 361 0.005 0.005 0.004 0.004 0.004 0.004. 0.004 0.004 0.004' 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0,004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.003 0.003 0.003 0.003 0.003 0.003 0,003 0.003 0.003 • 0.003 0.003 . 0.003 0.0031 0.003' 0.003 0.003 0.003 211 +·r+++++++++++++++++++++++++++-t-++++++++++++++++++++++++++++++++++++++ 6 -H O U R S T O R M R u n o f f H y d r o g r a p h --------------------------~-------------------~---------------------Hydrograph in 1 Minute intervals ((CFS)) --~tt----------------~-----------------------------------------------Time(h+m) volume Ac.Ft Q(CFS) 0 0.0 0.1 0.1 0.1 -----------------------------------------------------------------------0+ 0 0.0000 o.oo Q O+ 1 0.0000 0.00 Q O+ 2 0.0000 0.00 Q O+ 3 0.0000 0.00 Q O+ 4 0.0000 0.00 Q O+ S 0.0000 o.oo Q O+ 6 0.0000 0.00 Q O+ 7 0.0000 0.00 Q O+ 8 0,0000 0.00 Q o+ g 0.0000 o.oo o 0+10 0.0000 0.00 Q 0+11 0.0000 o.oo Q 0+12 0.0001 0.00 Q 0+13 0.0001 0.00 VQ 0+14 0.0001 0.00 VQ 0+15 0.0001 0.00 VQ 0+16 0. 0001 0. 00 VQ 0+17 0.0001 0.00 VQ 0+18 0.0001 0.00 VQ 0+19 0.0001 0. 00 VQ 0+20 0.0001 0.00 VQ 0+21 0.0001 0.00 VQ 0+22 0.0001 0.0D VQ 0+23 0,0001 0.00 Q 0+24 0.0001 0.00 Q 0+25 0.0001 o.oo Q 0+26 0.0001. 0.00 Q 1, 0+27 0.0001 o.oo Q 0+28 0.0001 o.oo Q 0+29 0.0001 o.oo Q Page 5 211 0+30 0.0001 0.00 Q 0+31 0.0001 0.00 Q 0+32 0.0001 0.00 Q 0+33 0.0002 0.00 Q 0+34 0.0002 0.00 Q 0+35 0.0002 0.00 Q 0+36 0.0002 o.oo Q Ot-37 0.0002 0,00 Q 0+38 0.0002 0.00 Q 0+39 0.0002 0.00 Q 0+40 0.0002 0.00 Q 0+41 0.0002 o.oo Q 0+42 0.0002 0.00 Q 0+43 0.0002 0.00 Q 0+44 0.0002 0.00 QV 0+45 0.0002 0.00 QV 0+46 0.0002 0.00 QV 0+47 0.0002 0.00 QV , 0+48 0.0002 o.oo QV 0+49 0.0002 0.00 QV 0+50 0.0002 o.oo QV 0+51 0.0002 0.00 QV 0+52 0.0002 0.00 QV 01-53 0.0003 0.00 QV 0+54 0.0003 o_oo QV 0+55 0.0003 0.00 QV ,, 0+56 0.0003 . 0.00 QY 0+57 0.0003 0.00 QV 0+58 0.0003 0.00 QV 0+59 0.0003 0.00 QV 1+ 0 0.0003 0.00 QV 1+ 1 0.0003 0.00 QY 1+ 2 0.0003 0.00 QV 1+ 3 0.0003 0.00 QV 1+ 4 0.0003 0.00 QV 1+ 5 0.0003 o.oo QV 1+ 6 0.0003 0.00 QV 1+ 7 0.0003 0.00 QV 1+ 8 0.0003 o.oo QY l+ 9 0.0003 0.00 Q V 1+10 0.0003 0.00 Q V 1+11 0.0003 0.00 QV 1+12 0.0004 0.00 QV 1-t-13 0.0004 0.00 QV 1+14 0.0004 0.00 QV 1+15 0.0004 0.00 QV l-1-16 0.0004 0.00 QV 1+17 0.0004 0.00 QV 1+18 0.0004 o.oo Q V 1+19 0.0004 0.00 Q V 1+20 0.0004 0.00 Q V 1+21 0.0004 0.00 Q V 1+22 0.0004 0.00 Q V 1+23 0.0004 0.00 Q V 1+24 0.0004 0.00 Q V 1+25 0.0004 0.00 Q V 1+26 0.0004 o.oo Q V 1+27 0.0004 0.00 Q V 1+28 0.0004 o.oo Q V 1+29 0.0005 0.00 Q V 1+30 0.0005 0.00 Q V 1+31 0.0005 0.00 Q V • 1+32 0.0005 0.00 Q V . 1+33 0.0005 ,0.00 Q V 1+34 0.0005 0,-00 Q V 1+35 0.0005· 0.00 Q v,, 1+36 · 0.0005 0.00 Q V l+l7 o.ooos 0.00 Q V 1+38 0.0005 0.00 Q V 1+39 0.0005 0.00 Q V 1+40 0.0005 0.00 Q V 1+41 0.0005 0.00 Q V 1+42 0.0005 0.00 Q V 1+43 0.0005 0.00 Q V 1+44 0.0005 o.oo Q V 1+45 0.0005 0.00 Q V 1+46 0.0006 0.00 Q V 1+47 0.0006 0.00 Q V 1+48 0.0006 0.00 Q V 1+49 0.0006 0.00 Q V 1+50 0.0006 0.00 Q V 1+51 0.0006 0.00 Q V 1+52 0.0006 0.00 Q V 1+53 0.0006 0.00 Q V 1+54 0.0006 o.oo Q V 1+55 0.0006 0.00 Q V l+S6 0.0006 0.00 Q V 1+57 0.0006 0.00 Q V 1+58 0.0006 0.00 Q V 1+59 0.0006 0.00 Q V 2+ 0 0.0006 0.00 Q V Page 6 211 2+ 1 0.0007 0.01 Q V 2+ 2 0.0007 0.01 Q ·V 2+ 3 0.0007 0.01 Q V 2+ 4 0.0007 0.01 Q V 2+ 5 0.0007 0.01 Q ,, V 2+ 6 0 .0007 -0.01 Q v: 2+ 7 0.0007 0.01 Q V 2+ 8 0.0007 0,01 Q V 2+ 9 0.0007 0.01 Q V 2+10 0.0007 0,01 Q V 2+11 0,0007 0.01 Q V 2+12 0,0007 0.01 Q V 2+13 0.0007 0.01 Q V 2+14 0.0007 0.01 Q V 2+15 0,0008 0.01 Q V 2+16 0.0008 0.01 Q V 2+17 0.0008 0.01 Q V 2+18 0.0008 0.01 Q V 2+19 0.0008 0.01 Q V 2+20 0.0008 0.01 Q V 2+21 0.0008 0.01 Q V 2+22 0.0008 0.01 Q V 2+2.3 0.0008 0.01 Q V 2+24 0.0008 0.01 Q V 2+25 0.0008 0.01 Q V 2+26 0.0008 0.01 Q V 2+27 0.0008 0.01 Q V 2+28 0.0009 0.01 Q V 2+29 0.0009 0.01 Q V 2+30 0.0009 0.01 Q V 2+31 0.0009 0,01 Q V 2+32 0,0009 0.01 Q V 2+33 0.0009 0.01 Q V 2+34 0.0009 O.Ol. Q V 2+35 0.0009 0.01 Q V 2+36 0.0009 0.01 Q V 2+37 0.0009 0.01 Q V 2+38 0.0009 0.01 Q V 2+39 0.0010 0.01 Q V 2+40 0.0010 0.01 Q V 2+41 0.0010 0.01 Q V 2+42 0.0010 0.01 Q V 2+43 0.0010 0.01 Q V 2+44 0.0010 0;01 Q V 2+45 0,0010 0.01 Q ,, -V 2+46 0.0010 0,01 Q ·V 2+47 0,0010 0.01 Q V 2+48 0.0010 0.01 Q V 2+49 0.0010 0,01 Q V 2+50 0,0011 0.01 Q V 2+51 0.0011 0.01 Q V 2+52 0.0011 0,01 Q V 2+53 0.0011 0.01 Q V 2+54 0,0011 0.01 Q V 2+55 0.0011 0.01 Q V 2+56 0.0011 0.01 Q V 2+57 0.0011 0.01 Q V 2+58 0.0011 0.01 Q V 2+59 0.0011 0.01 Q V 3+ 0 0.0012 0.01 Q V 3+ 1 0,0012 0,01 Q V 3+ 2 0.0012 0.01 Q V 3+ 3 0.0012 0.01 Q V 3+ 4 0.0012 0.01 Q V 3+ 5 0.0012 0.01 Q V 3+ 6 0,0012 0.01 Q V 3+ 7 0.0012 0.01 Q V 3+ 8 0,0012 0.01 Q V 3+ 9 0.0013 0.01 Q V 3-~10 0,0013 0.01 Q V 3+11 0.0013 0.01 Q V 3+12 0.0013 0.01 Q V 3+13 0.0013 0.01 Q V 3+14 0.0013 0.01 Q V 3+15 0.0013 0.01 Q V 3+16 0,0013 0.01 Q V 3+17 0.0014 0.01 Q V 3+18 0.0014 0.01 Q V 3+19 0.0014 0.01 Q V 3+20 0.0014 0.01 Q V 3+21 0.0014 0.01 Q V 3+22 0.0014 0.01 Q V 3+23 0.0014 -0.01 Q V 3+24 0.0015 0.-01 Q V 3i025 0.0015 0.01 Q ), V 3+26 . 0.0015 0.01 Q V I 3-1-27 0.0015 0.01 Q' V 3+28 0,0015 0,01 Q V I 3+29 0.0015 0.01 Q V 3+30 0.0015 0.01 Q V I 3+31 0.0016 0.01 Q V I Page 7 211 3+32 0.0016 0.01 Q V 3+33 0.0016 0.01 Q V 3+34 0.0016 0,01 Q V 3+35 0.0016 0.01 Q V 3+36 0.0017 0.01 Q V 3+37 0.0017 0.01 Q V 3+38 0.0017 0.01 Q V 3+39 0.0017 0.02 Q V 3+40 0.0017 0.02 Q V 3+41 0.0018 0.02 Q V 3+42 0.0018 0.02 Q V 3+43 0.0018 0.02 Q V 3+44 0.0018 0.02 Q V 3+45 0.0019 0.02 Q V 3+46 0.0019 0.02 Q V 3+47 0.0019 0.02 Q V 3+48 0.0019 0.02 Q V 3-1-49 0,0020 0.02 ,Q V 3+50 0.0020 0.02 Q V 3+51 0.0020 0.03 • Q V 3+52 0.0021 0.03 Q V 3+53 0.0021 0-.03 Q V 3+54 0.0022 0.03 ,, .Q V 3+55 0.0022 · 0.04 . Q V 3+56 0.0023 0.04 Q V 3+57 0.0023 0.05 Q V 3+58 0.0024 0.05 Q V 3+59 0.0025 0.08 Q 4+ 0 0.0027 0.11 V Q 4+ 1 0.0028 0.13 V ? 4+ 2 0.0029 0.06 Q V 4+ 3 0.0030 0.04 Q V 4+ 4 0.0030 0.03 Q V 4-~ 5 0.0031 0.03 QQ I V 4+ 6 0.0031 0.02 V 4+ 7 0.0031 0,02 Q V 4+ 8 0.0032 0.02 Q V 4+ 9 0.0032 0.02 Q V 4i-l0. 0.0032 0.02 Q V 4+11 0.0032 0.02 Q V 4+12 0.0033 0.01 Q V 4+13 0.0033 0.01 Q V 4+14 0.0033 0.01 Q V 4+15 0.0033 0.01 Q V 4+16 0.0033 0.01 Q V 4i·l7 0.0033 0.01 Q V 4+18 0.0034 0.01 Q V 4+19 0.0034 0.01 Q V 4+20 0.0034 0.01 Q V 4+21 0,0034 0.01 Q V 4+22 0.0034 0.01 Q V 4+23 0.0034 0.01 Q V 4+24 0.0034 0.01 Q V 4+25 0.0035 0.01 Q V 4+26 0.0035 0.01 Q V 4+27 0.0035 0.01 Q V 4+28 0.0035 0,01 Q V 4+29 0.0035 0.01 Q V 4+30 0.0035 0.01 Q V 4+31 0.0035 0.01 Q V 4+32 0.0035 .0.01 Q V 4+33 0.0035 0.-01 Q V 4+34 0,0036 0.01 Q ., V 4+35 . 0.0036 0.01 Q V 4+36 0.0036 0.01 Q V 4+37 0.0036 0.01 Q V 4+38 0.0036 0.01 Q V 4+39 0.0036 0.01 Q V 4+40 0.0036 0.01 Q V 4+41 0.0036 0.01 Q V 4+42 0.0036 0.01 Q V 4+43 0.0036 0.01 Q V 4+44 0.0036 0.01 Q V 4+45 0.0037 0.01 Q V 4+46 0.0037 0.01 Q V 4+47 0.0037 0.01 Q V 4+4$ 0.0037 0.01 Q V 4+49 0.0037 0.01 Q V 4+50 0.0037 0.01 Q V 4+51 0.0037 0.01 Q V 4+52 0.0037 0,01 Q V 4+53 0.0037 0.01 Q V 4+54 0.0037 0.01 Q V 4+55 0.0037 0,01 Q V 4+56 0.0037 0.01 Q V 4+57 0.0037 0.01 Q V 4+58 0.0038 0.01 Q V 4+59 0.0038 0,01 Q V 5+ 0 0.0038 0.01 Q V 5+ 1 0.0038 0.00 Q V S+ 2 0.0038 o.oo Q V Page 8 ., 211 5+ 3 0,0038 o.oo Q ,, V 5+ 4 0.0038 o.oo Q V 5+ 5 0.0038 o.oo Q V 5+ 6 0,0038 0.00 Q V 5+ 7 0.0038 0.00 Q V 5+ 8 0.0038 o.oo Q V 5+ 9 0.0038 0.00 Q V 5+10 0.0038 o.oo Q V 5+11 0.0038 o.oo Q V 5+12 0.0038 0.00 Q V 5+13 0.0038 o.oo Q V 5+14 0.0039 0.00 Q V 5+15 0.0039 0.00 Q V S+16 0.0039 o.oo Q V 5+17 0,0039 o.oo Q V 5+18 0.0039 0.00 Q V 5+19 0.0039 0,00 Q V 5+20 0.0039 0.00 Q V 5+21 0.0039 o.oo Q V 5+22 0.0039 0.00 Q V 5+23 0.0039 o.oo Q V 5+24 0.0039 0.00 Q V 5+25 0.0039 0.00 Q V 5+26 0.0039 o.oo Q V 5+27 0.0039 0.00 Q V 5+28 0.0039 o.oo Q V 5+29 0.0039 o.oo Q V 5+30 0.0039 0,00 Q V 5+31 0.0040 o.oo Q V 51-32 0.0040 0.00 Q V 51-33 0.0040 o.oo Q V 5+34 0.0040 0,00 Q V 5+35 0.0040 o.oo Q V 5+36 0.0040 0.00 Q V ~ 51-37 0.0040 o.oo Q V 5+38 0.0040 0.00 Q V 5+39 0.0040 o.oo Q V 5+40 0.0040 o.oo Q V 5+41 0.0040 0.00 Q V 5+42 0.0040 0:00 Q V 51-43 0.0040 o.oo Q ,, V 5+44 0.0040 0.00 Q V 5+45 0.0040 o.oo Q . V 5+46 0.0040 o.oo Q V S+47 0.0040 0.00 Q V 5+48 0,0040 o.oo Q V 5+49 0.0040 0.00 Q V 5+50 0.0040 o.oo Q V 5+51 0.0041 o.oo Q V 5+52 0.0041 o.oo Q V 5-t-53 0.0041 0.00 Q V 5+54 0.0041 o.oo Q V 5+55 0.0041 0.00 Q V 5+56 0,0041 o.oo Q V 5+57 0.0041 0.00 Q V 51-58 0.0041 o.oo Q V 5+59 0,0041 o.oo Q V 61-0 0.0041 0,00 Q V 6+ 1 0.0041 0.00 Q V ----------------------------------------------------------------------- Ehd of computations, total study area= 0.021 (Ac.) ,, Page 9 ,, . ATTACHMENT 1 LOCATION MAP ,, . ,, . SITE DAJE: 6-4-08 ~ NTS \ \Englneerlng\e\LP-08\15-0211C\HYDRD\0211-LDC,ciwg 6/4/2008 4132140 PM PDT LOCATION ISIS PHARMACEUTICALS CARLSBAD, CALIFORNIA ~ MAP ,, . ATTACHMENT 2 PRECIPITATION MAPS AND SOIL MAP ,, . ,, . ;tl \\ N !: !I ~i ,, ii ;: ,! 11 r· ,I ,, 1'8 11 ' : ~ ' . ,. ~ ; : ~ '. : ;ii':! ~ 0 I ~-ti -. I -::, ;:i li, ~ ~ $. ' i' ::::: t;, -~Ii >§ ~ 1:5· Co"' ij I N TABLE 11.--INTERPRETATIONS FOR LAND MANAGEMENT [Numerals indicate soil properties or qualities that affect erodibility. Numeral 1 refers to slope; 2 to surface layer texture; 9 to depth to hard rock, or a hardpan, or any layer that restricts penneability; 16 to grade of structure in the surface layer. Absence of rating means no valid interpretations can be made] ,, Map symbol :Soil AcG AtC AtD AtDZ AtE2 AtF AuC AuF Ave AwC AwD AyE BaG BbE BbE2 BbG BbG2 Bel:j BgE BgF BlC B1C2 B1D2 BmC ~nB BoC BoE BrE BrG BsC BsD BsE BtC BuB BuC BuD2 BuE2 CaB CaC CaC2 ~cid igneous rock land----------------------------------- Altamont clay, 5 to 9 percent.slopes--------------------- Altamont clay, 9 to 15 percent slopes-------------------- lAltamont clay, 9 to 15 percent slopes, eroded------------ 1.i\J -r1.:i1f1o>t.-;,·. c) }}.,y :• i,S to 3(f _pe.JJ~:':t:in~ .. :i-l ~}pi:,1-----""''""$. .. --.. ·~= ....... ,.,,... - ~ltamont clay, 15 to 30 percent slopes, eroded----------- \<IJ.tamont clay, 30 to 50 percent slopes------------------- \lul.derson very gravelly sandy loam, 5 to 9 percent slopes. Anderson very gravelly sandy loam, 9 to 45 percent slopes. Arlington coarse sandy loam, 2 to 9 percent slopes------- Auld clay, 5 to 9 percent slopes------------------------- Auld clay, 9 to 15 percent slopes------------------------ Auld stony clay, 9 to 30 percent slopes------------------ Badland-------------------------------------------------- Bancas stony loam, 5 to 30 percent slopes---------------- Bancas stony laam, 5 to 30 percent slopes, eroded-------- Bancas stony loam, 30 to 65 percent slopes--------------- Bancas stony loam, 30 to 65 percent slopes, eroded------- Blasingame loam, 9 to 30 percent slopes------------------ Blasingame stony loam, 9 to 30 percent slopes------------ Blasingame. -stony-loam, 30 to 50 percent slopes----------- Bonsall san~y loam, 2 to119 percent slopes---------------- Bonsall sandy loam, 2 to 9 percent slopes, eroded-------- Bonsall sandy loam, 9 to 15 percent slopes, eroded------- Bonsall sandy loam, thick surface, 2 to 9 percent slopes. Bonsall-Fallbrook sandy loams, 2 to 5 percent slopes: Bonsall---------------------------------------------- Fallbrook-------------------------------------------- Boomer loam, 2 to 9 percent slopes----------------------- Boomer loam, 9 to 30 percent slopes---------------------- Boomer stony loam, 9 to 30 percent slopes---------------- Boomer stony loam, 30 to 65 percent slopes--------------- Bosanko clay, 2 to 9 percent slopes---------------------- Bosa.nko clay, 9 to 15 percent slopes--------------------- Bosanko clay, 15 to 30 percent slopes-------------------- Bosanko stony clay, 5 to 9 percent slopes---------------- Bull Trail sandy loam, 2 to 5 percent slopes-------------. Bull Trail sandy loam, 5 to 9 percent slopes------------- Bull Trail sandy loam, 9 to 15 percent slopes, eroded---- Bull Trail sandy loam, 15 to 30 percent slopes, eroded--- Calpine coarse sandy loam, 2 to 5 percent slapes--------- Calpine coarse sandy loam, S to 9 percent slopes--------- Calpine coarse sandy loam, 5 to 9 percent slopes, eroded. See footnotes at·end of table. ,, 32 Hydro-Erodibility logic group D D D D ti D D A A C D D D D C C C C D D D D D D D D C C C C C D D D D C C C C B B B Severe 1----- Slight------- Slight------- Slight------- Moderate 1--- Severe 1----- Severe 16---- Severe 16---- Severe 16---- Slight------- Slight------- Moderate 1--- Severe 1----- Severe 16---- ~evere 16---- Severe 1----- Severe 1----- Severe 16---- Severe 16---- Severe 1----- Severe 9----- Severe 9----- Severe 9----- Moderate 2--- Severe 9----- Severe 9----- Moderate 2--- Moderate 1--- Moderate 1--- Severe 1----- Moderate 16-- Moderate 16-- Moderate 1--- Moderate 16-- Severe 16---- Severe 16---- Severe 16---- Severe 16---- Moderate 2--- Moderate 2--- Moderate 2--- Limitations for conversion from brush to grass Severe. Slight. 1/ Slight. 1/ Slight. T/ ;.;1.;.i;n t 1 Ii' Slight. T/ Moderate:-1/ Slight. - Moderate. y Slight. Slight. Slight, Slight. Severe. Moderate. Moderate. Moderate. Moderate. Slight. Moderate. Moderate. Slight. Slight. Slight. Slight, Slight. Slight. Slight. Slight. Slight. Moderate. Slight. '}j Slight. 1/ Slight, 1/ Slight, 3/ Slight. 4/ Slight. 4/ Slight. 4/ Slight. 4/ Slight. 4/ Slight. 4/ Slight. "fl j ,, . ATTACHMENT 3 HYDROLOGY MAP ,, . HYDROLOGY PLAN ~1 ~1 UlalS<F!'.O'IK· 410ND C@UNTOUR r-1 MECHAN!CAL YARD illil "'"'" ~ CONSTRUCTION TESTING & ENGINEERING, INC. PLUHl116 -CIVIL £11111NHIUli&-UIID tiUIIVEYl!U:i,GEOTECH~ICAL IHI wcnm IIU.0, SUITE m mo•DIDD CA nm, P~:tm) m,usi \\Englneel"ing\e\LP-08\15-0211C\HYDR0\0211-HYDRO.c,'wg 6/4/2008 "1152121 PH PDT -> @) (@ TANK AREA ~1 ~1 ~1 ;=--~ ;-·- 0 0 LEGEND ,-;~~"'Y'¾m'W~'I, PROPERTY BOUNDARY HYDROLOGIC BASIN BOUNDARY HYDROLOGIC FLOW PATH PR-1 10.021 BASIN NUMBER AREA (ACRES) .;: ATTACHMENT 3 SCALE: 1"=20' ~ City of Carlsbad i; 1635 Faraday Av Carlsbad, CA 92008 09-26-2008 Plan Check Revision Permit No:PCR08106 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: LEAFORD BLEVINS 619-944-4107 Building Inspection Request Line (760) 602-2725 2282 FARADAY AV CBAD PCR Lot#: 0 ·status: Applied: 2120614600 $0.00 CB073114 Construction Type: NEW Entered By: ISIS: REVISE TANK PAD Plan Approved: Issued: Inspect Area: Owner: BMR-2282 FARADAY AVENUE LLC C/O PARADIGM TAX GROUP 3645 RUFFIN RD #310 SAN DIEGO CA 92123 Plan Check Revision Fee Additional Fees Total Fees: $120.00 Total Payments To Date: $120.00 Balance Due: ISSUED 09/18/2008 JMA 09/26/2008 09/26/2008 $120.00 $0.00 Inspector: FINAL APPROVAL Date: Clearance: _____ _ $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, nr 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 :ntormation with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exnired. City of Ca· r Is bad Plan Checlc Revision No. CF' OZ 0~"" l OP Original Plan Check No. CBO <J. 31 l Lf ProjectAddress /),Z,,i!,-,Z PA(l.AV/s'-1" Date _______ _ Contact l!EA?-~ ~VI~ Ph. G/1ft/¢!./,fo-1' Fax ______ ~ Address /~ fir/ 1-U f5 ~/ APN ______ _ Business at this address /dj/efi . Pft4@.H4,CEU 71~ General Scope of-Worfc _________________________ _ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 ~l~ts revised: lrf Plans ~ulations ~Is D Energy D Other __________ _ 2 Describe revisions in detail 12-F..A/J~& -1-1-h:. -/74# I? P/-HJ J4Nct,{ v-P ~ ~ I , .. _,-, '11) e:-1 fl r. Rrl)JJ ultU U/HU.-1D. Y/}:?D_ J ~J, 0) SI,} I S~; I ,mt-fZJif;{~ / I /H)-~ A-n-10~. 5 Does this revision, in any way, alter the exterior of the project? 6 Does this revision add ANY new floor area(s)? 7 Does this revision affect any fire related issues? 8 Is this a complete set that replaces the original permitted set? 3 List page(s) where each revision is shown ;l/, I ~t/ D Yes D Yes D Yes D Yes 4 List revised sheets that replace existinq sheets GJ./ 7/,/ ,,@$'Signature ___________________________ _ 1635 Faraday Avenue, Carlsbad, CA 92008 , Phone: 760-602-2717 / 2718 / 2719 / 7541 Fax: 760-602-8558 EsGil Corporation ~ff~ DATE: .J:EHre 20, 2008 In Partnersli.ip witli (}ovemment for (}3uifaing Safety JURISDICTION: Carlsbad PLAN CHECK NO.: 07-3114 Rev 2 (PCR08106) SET: I PROJECT ADDRESS: 2282 Faraday PROJECT NAME: Isis Outside Tank addition ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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 ar~ 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: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completeq. D Esgil Corporation staff did advise the applicant that the plan check has been completed. ·-Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: Revision 2 includes Isis Outside Tan~Addition per memo dated September 15, 2008 By: Abe Doliente Esgil Corporation D GA D MB D EJ D PC Enclosures: 9/22/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ~"carfsbad 07-3114 Rev 2 (PCR08106) June' 20, 2008 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad (PCR08106) PLAN CHECK NO.: 07-3114 Rev 2 PREPARED BY: Abe Doliente BUILDING ADDRESS: 2282 Faraday BUILDING OCCUPANCY: DA TE: June 20, 2008 TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance ---------------------3 Plan Check Fee by Ordinance ,.. ---------------------- Type of Review: D Complete Review D Structural Only D Repetitive Fee , _ • I Repeats * Based on hourly rate Comments: D Other 0 Hourly 1 j Hour* Esgil Plan Review Fee ($) $120.ooj $96.001 Sheet 1 of 1 macvalue.doc . . ~ Monday, September 15, 2008 ,,, Mr. Mike Peterson, Plans Examiner City of Carlsbad, Ca.lifornia ' ,, RE: 2282 Faraday, Isis Outside Tank Addition, Project Change Request Dear-Mr. Peterson: Attached you should find the following documents submitted for plan review: 1. Two full size sets of Plans. 2. Two sets of Structural Calculations. · 3. A letter from the soils engineer regarding the changes in the plan . ~The changes include: t' 1. New tank foundation pad plans and calculation .. 2. New CMU wall plans and calculations for a new-wall in the tank area .. ~ Please let me know if you require any additional information. Respectfully, Leaford L. Blevins Partner / Blevins CUBED Architects ---~-----.. - NORTH COUNTY OFFICE ·t2ss PHILLIPS STREET VISTA, CA. 92083 s:,...,! ,=. 1 c; c;,.a..a. .a. 1 n? SAN DIEGO OFFICE 7090 CAMINO PACHECO SAN DIEGO, CA: 92 1 1 1 PM: F,, 1 CJ Q.d.A. 4 1 1 .c:;, ·rc{tocr-l00 Cf3o-J o l t lf. ·co»NSTRUCTION TESTING & ENGINEERING, INC. SMIOIEGO.CA SAIIDIEGO,CA AI\JEIISIOE,CA VEll!URA.CA lRAC'(,CA SACIW.1E!IJO. CA 11,11\!MSPRUIOS, CA MERCED, CA 1441Mor,ijcJRd. .· 1241:aslSOthst l453UMorici,nl'll'iy 1645Pilcifu:A,..,_ 742W.llln:hRd. a628~monA,~. l!Xl20l,11i,n1M,. 30581laac1-dOr. Suitn-115 . SuitosBandC SuitnA Suilc107 SUJlnF Slilc77 Suilo2·K Mtin:od.CI. 9S3l8 E.scondido,CA 92026 tlaUooofClly,CA 01950 Amrnfdo,CA 92510 Omard,CA 93033 Tr.icy.CA 953tl4 ILm,N,nrls,CA !35.so 11.PomSp,inaa,CA 92258 (200)388-99:13 (760)746-4055 (6!0)649--IIXXI (951)571-4081 (005)-466-&175 (2ll9)1l3!F11l90 (916)331-!l!J30 (760)!!29-<1677 (200)388-9939 fi\X (760)745-!lllOO fAX {6!0)64!!-4009 fAX (951)571-4166 FAX (1105)-466-9016 FA.'< {209)839-2095 FAX (!J16}331-!i037 FAX (760)328-4696 FAX September 9, 2008 · CTE Job No. 10-9348G Mr. Leaf Blevins 7090 Camino Pacheco San Diego, California 92111 Telephone: 619.944.4107 Via Facsimile: 858.496.0446 Subject: Third Review ofF0tmdation Plan Sheets Sl.0, S1.1, S2.1, S2.2, & S3.1 for Proposed Chemical Tank Pads ,, 2282 Faraday A venue Carlsbad, California Prepared by Devine Engineering, Inc., dated September 5, 2008 Reference: Preliminary Geotechnical Investigation Proposed Chemical Tank Pads · 228.2Faraday f\yenue Carlsbad, California CTE Job No.: 10-9348G, dated January 23, 2008 Structural Calculations Isis Pham1aceuticals T.I. Mechanical'Yard-Delta 2 Revisions Carlsbad, California Devine Engineering, Inc. Job No.: 998.00, dated September 9, 2008 .- Mr. Blevins: At your request, Construction Testing & Engineering, Inc. {CTE) has reviewed the referenced plan sheets for the subject project. The object of our review was to identify potential conflicts with the recommendations presented in our referenced geotechnical report. It is our conclusion that the reviewed foundation plan sheets are now in general conformance with recommendations presented in our referenced soils report. We appreciate the opportunity to be of service on this project. Should you have any questions or need further information please do not hesitate to contact this office. Respectfully submitted, ~-eN-IBSTING & ENGJNEERING, INC. D ath, GE# 2665 Principal Engineer CC: lblevins@blevinscubed.com GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I CIVIL ENGINEERING l SURVEYING STRUCTURAL CALCULATIONS for ISIS PHARMACEUTICALS T.I. MECHANICAL YARD-DELTA 2 REVISIONS Carlsbad, CA Prepared for: Blevins Cubed Architects 9921 Carmel Mountain Road, #291 San Diego, California 92129 Prepared by: Devine Engineering, Inc. 12316 Oak Knoll Road, Suite C Poway, California 92064 858-7 48-6168 September 9, 2008 D.E.1. Job No.: 998.00 Structural. Revisions' to Plans- 1. The CMU wall west of the storage tanks was extended North, see attached calculations and revised details. 1 of 6 2. The storage tank footprints got slightly larger requiring the two larger footing to become one large footing. See the attached calculations and details. 3. There were also some other minor changes- a. Changes in openings to the louvered wall. b. Removing housekeeping pads c. Removing/moving sump pits ,, ,, DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C · Poway, CA 92064 (858) 748-6168 .. ,, T /-i;: i -rp 1.; /c lf ,410) 2 ot 6 JOB ~..J' _ ------------ SHEET NO,_______ OF __ ~---- CALCULATEDBY _______ DATE _____ _ CHECKEDBV ________ DATE _____ _ SCALE _______________ _ 0 PRODUCT 207 Devine Engineering . · Poway, CA ,, Title: Dsgnr: Description : Scope: Job# Date: 5:14PM, 8 SEP 08 3 of 6 Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev. 580018 User. KW-0605923, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Cantilevered Retaining Wail Design Page 1 1s1s.ecw Calculations Description Typical 12' Cantilevered Screen Wall w/ 6' Louver Overturning OK, connected to J Criteria • g !Soil Data Allow Soil Bearing = 2,500.0 psf 0 J Footing Strengths & Dimensions i Retained Height 0.50 ft Wall height above soil = 12.00 ft Slope Behind Wall 0.00: 1 Height of Soil over Toe 6.00 in Soil Density = 110.00 pcf Wind on Stem = 18.7 psf [~~te~~_l_!:_oad Applied to Stem b I,_ ,.,,..,,......,,,.,.,,,.,w,_,..._.,,,.., __ ,.,,,, ...,._ .,.,,.,.,, ... ..,.,.,w' ,.._ , _,.,.,,.,_,,..,.,,,.,J I £:si~n Sum~ary .: __ .lJ Total Bearing Load = 1,844 lbs ... resultant ecc. · =· 16.78 in ,, Soil Pressure @Toe 2,042 psf OK Soil Pressure @ Heel = O psf OK Allowable = 2,500 psf Soil Pressure Less Than Allowable · ACI Factored@ Toe = 2,842 psf ACI Factored@ Heel = O psf Footing Shear@ Toe = Footing Shear@ Heel = Allowable = Wall Stability Ratios 20.3 psi OK 4.9 psi OK 93.1 psi Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 35.0 Passive Pressure = 0.0 Water height over heel 0.0 ft FootingJISoil Friction = 0.300 Soil height to ignore for passive pressure = 0.00 in Lateral Load 56.1 #/ft I Stem Construction r Top Stem ~·==========::::::'-::1-Y Stem OK Design height ft= 0.00 Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa = = = = Total Force @ Section lbs= Moment....Actual ft-#= Moment. .... Allowable = Shear ..... Actual psi = Masonry 8.00 # 6 16.00 Edge Overturning = 1.43 Ratio < 1.5! Shear ..... Allowable psi = 0.969 280.5 2,300.1 2,374.3 5.1 38.7 Sliding = 1.73 (Vertical Co Sliding Cales (Vertical Component Used) Lateral Sliding Force 319.9 lbs less 100% Passive Force= 0.0 lbs less 100% Friction Force= -553.3 lbs Added Force Req'd = 0.0 lbs OK 0.0 lbs OK ... .for 1.5 : 1 Stability = Footing Design Results = ....I2.!L. 2,842 3,160 ___.!:!g&__ Factored Pressure Mu': Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing . Heel Reinforcing Key Reinforcing = = = = = = -- 482 2,678 20.32 93.11 . None Spec'd None Spec'd '' None Spec'd O psf 0 ft-# 513 ft-# 513 ft-# 4.87 psi 93.11 psi Bar Develop ABOVE Ht. in = Bar Lap/Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data fc Fy psi= psi= in= psi= psi= Other Acceptable Sizes & Spacings Toe: Heel: Key: 36.00 8.82 84.0 5.25 1,500 24,000 Yes Yes 25.78 1.000 7.60 fc = 3,000 psi Fy = 60,000 psi Min.As% = 0.0014 Toe Width = 1.67 ft Heel Width 2.33 Total Footing Width = --4.ff0- Footing Thickness 12.00 in Key Width 0.00 in Key Depth 0.00 in Key Distance from Toe = 0.00 ft Cover@ Top = 3.00 in @ Btm.= 3.00 in ... Height to Top 15.50 ft ... Height to Bottom 14.50 ft D ,. Devine Engineering Poway, CA Title: Dsgnr: Description : Scope: Job# Date: 5:14PM, 8 SEP 08 4 of6 Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580018 User. KW-0605923, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Cantilevered Retaining Wall Design Description Typical 12' Cantilevered Screen Wall w/ 6' Louver Overturning OK, connected to / Summary of Overturning & Resisting Forces & Moments j ,, ...... Item Heel Active Pressure Toe Active Pressure Surcharge Over Toe = ..... OV}:RTURNING ..... Force Distance Moment lbs ft ft-# 39.4 0.50 19.7 Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load = = Adjacent Footing Load Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = 56.1 224.4 16.00 7.50 897.6 1,683.0 Axial Dead Load on Stem = Total = 319.9 Resisting/Overturning Ratio O.T.M. 2,600.3 1.43 Vertical Loads used for Soil Pressure = 1,844.3 lbs Vertical component of active pressure used for soil pressure ,, ,, Soil Over Toe Surcharge Over Toe Stem Weight(s) = Earth @ Stem Transitions= Footing Weight = Key Weight Vert. Component = Total= Page 2 ,sis ecw:Calculat,ons . .... RESISTING ..... Force Distance Moment lbs ft ft-# 91.7 3.17 0.00 91.7 0.83 1,050.0 2.00 600.0 2.00 11.0 4.00 1,844.3 lbs R.M.= 290.3 76.4 2,100.0 1,200.0 43.9 3,710.6 ,. H ., Devine Engineering Poway, CA Title: Dsgnr: Description : Job# Date: 5:07PM, 8 SEP 08 5 of 6 Rev: 580000 User. KW-0605923, Ver 5.8.0, 1-Dec-2003 (c}1983-2003 ENERCALC Engineering Software Scope: Combined Footing Design Description Footing For all (4) Storage Tanks Page 1 i isrs.ecw·Ca~~:~:s 1 General Information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 l1 --~-. ',.l Allow Soil Bearing Seismic Zone Concrete Wt Short Term Increase Overburden 2,500.0 psf 4 145.0 pcf 1.33 100.00 psf fc Fy Min As Pct 3,000.0 psi 60,000.0 psi 0.0014 Distance to CL of Rebar 3.50 in Live & Short Term Load Combined I Dimensions. 1..,,.,,,..,, ',,_.,,, -C~lumn Support Pedestal Sizes Footing Size ... Distance Left Dist. Betwn Cols Distance Right Footing Length Width Thickness 6.00 ft 14.00 ft 6.00 ft • 26.00 ft 26.00 ft •, 15.00 in #1 : Square Dimension 120.00 in ... Height 6.00 in #2: Square Dimension 120.00 in ... Height 6.00 in I Loads I .. Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Vertical Loads... @ Left Column @ Right Column Dead Load 182.000 k 182.000 k Live Load k k Short Term Load k k Applied Moments ... Dead Load Live Load Short Term Load ti Summ,ary =:JJ 360.000 k-ft k-ft k-ft 360.000 k-ft k-ft k-ft Footing Design OK Length= 26.00ft, Width= 26.00ft, Thickness= 15.00in, Dist. Left= 6.00ft, Btwn. = 14.00ft, Dist. Right= 6.00ft Maximum Soil Pressure 1,065.50 psf Allowable 2,500.00 psf Max Shear Stress 28.52 psi Allowable 186.23 psi Min. Overturning Stability 9.906 :1 Steel Req'd @ Left Steel Req'd @ Center Steel Req'd @ Right 0.324 in2/ft 0.324 in2/ft 0.324 in2/ft I Soil Pressures t] '--cc:::-;.-::: •• :::: •• :::.,..:::." .• ::::.::;.,_::;::,;;::_=~::-: •• ::-:. =·-::::-::::,.:::_::;: __ :::;,:::: •• :::;._::-=:=:-===-"=::-:.:::_::: ... :::: .. -=:.:=:-: .• :-:.::: ••• ::-:.::: •• ::'. .•. ;;;,..:;::~.::r~:--:-.. -::.-:.-::==:-:::::-:.:::::-:_:::=:;;::-=::-:. _;;;,_::: __ ;::_-:;~::;-:·=======· ::::: .• ;;;;;:;:::-::;;::i,_.L Soil Pressure@ Left Attual Allowable ACI Factored Eccentricity Dead+ Live ·573_9 2,500.0 psf Eq. C-1 803.5 psf 1.299 ft Dead+Live+Short Te·rm 573.9 3,325.0 psf Eq. C-2 803.5 psf 1.299 ft Soil Pressure@ Right End "' Eq. C-3 516.5 psf Dead+ Live 1,065.5 2,500.0 psf Eq. C-1 1,491.7 psf Dead+Live+Short Term 1,065.5 3,325.0 psf Eq. C-2 1,491.7 psf stability Ratio 9.9 :1 Eq. C-3 959.0 psf 1.299 ft 1.299 ft .. • Devine· Engineering Poway, CA Rev: 580000 User. KW-0605923, Ver 5.8.0, 1-Dec-2003 (c}1983-2003 ENERCALC Engineering Software Title: Dsgnr: Description : Scope: Combined Footing Design Description Footing For all-(4) Storage Tanks ,, Job# Date: 5:07PM, 8 ~Erft ~8 Page 2 f isis.ecw Calculations l Moment & Shear·summary ( values for moment are given per unit width of footing) Moments ... Mu@Col#1 Mu Btwn Cols Mu@Col#2 One Way Shears ... Vn : Allow * 0.85 Vu@Col#1 Vu Btwn Cols Vu@Col#2 Two Way Shears ... Vn: Allow* 0.85 Vu@Col#1 Vu@Col#2 ACI C-1 0.21 k-ft/ft -7.83 k-ft/ft 0.54 k-ft/ft 93.113 psi 0.124 psi 0.000 psi 0.331 psi 186.226 psi 28.521 psi 22.467 psi ACI C-2 0.21 k-ft/ft -7.83 k-ftlft 0.54 k-ft/ft 93.113 psi 0.124 psi 0.000 psi 0.331 psi 186.226 psi 28.521 psi 22.467 psi Reinforcing ( values given per unit width of footing) @ Left Edge of Col #1 Between Columns Ru/Phi As Req'd Ru/Phi As Req'd ACI C-1 1.76 psi 0 .324 in2/ft @ Bottom 65.79psi -0.324 in2/ft @Top ACI C-2 1.76psi 0.324 in2/ft @Bottom 65.79psi -0. 324 in2/ft @Top ACI C-3 1.13 psi 0.324 in2/ft @Bottom 42.29psi -0.324 in2/ft @Top ACI Factors (per ACI, applied il'lternally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750 ACI C-1 & c:2 LL. 1.7Q!) ACI C-3 Dead Load Factor 0.900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor 1.300 .... seismic = ST * : 1.100 <, ACI C-3 0.13 k-ft/ft -5.03 k-ft/ft 0.35 k-ft/ft 93.113 psi 0.080 psi 0.000 psi 0.213 psi 186.226 psi 21.344 psi 14.443 psi @ Right Edge of Col #2 Ru/Phi As Req'd 4.58 psi 0.324 in2/ft @ Bottom 4.58 psi 0.324 in2/ft @ Bottom 2.94psi 0.324 in2/ft @ Bottom Additional Seismic "1.4" Facto 1.400 Additional Seismic "0.9" Factor 0.900 r PCR08106 2282 FARADAY AV ISIS: REVfsE,JANK PAD i'{ t~\0£--(6 ~-ic... ().)/ 5tr1..AC.. "t5oi'ls (e1rw --v-C'Bo7o! 1y q-26-0~- ~ Cirlj @, PCR r-1:r-;t/ '1~- " ~ Aonroved Date Building ~ l7.--D/o ~ Planning vi a Engineering V\ In Fire fl IA Health / F.O.G. I I HazMat/Air Quality Comments Date Building Planning Engineering Fire Forms/Fees Sent Rec'd Due? School y N --- CFD y N PFF y N PE&M y N Special lnsp. y N Fire y N Sewer /. y N ~ .... -.~· ...... ~,., ,:;: .. ,/... .M Bv tZ-b .¥f,{ \d I By .... ..w City of Carlsbad , 1635 Faraday Av Carlsbad, CA 92008 10-02-2008 Plan Check Revision Permit No:PCR08111 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: LEAFORD BLEVINS 1255 PHILLIPS ST VISTA CA 92083 Building Inspection Request Line (760) 602-2725 2282 FARADAY AV CBAD PCR Status: 2120614600 $0.00 CB073114 Lot#: 0 Applied: Construction Type: NEW Entered By: ISIS-CMU FOUNDATION CHANGE PAGES S1.0, S1.1,S2.1 Plan Approved: Issued: Inspect Area: Owner: BMR-2282 FARADAY AVENUE LLC C/0 PARADIGM TAX GROUP. 3645 RUFFIN RD #310 SAN DIEGO CA 92123 Plan Check Revision Fee Additional Fees Total Fees: $120.00 Inspector: Total Payments To Date: $120.00 Balance Due: FINAL APPROVAL Date: Clearance: ISSUED 09/24/2008 LSM 10/02/2008 10/02/2008 $120.00 $0.00 $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 subsequeni 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 nreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. Plan Checlc Revision No. PC!R. 081 i \ Original Plan Check No. _C.B~~C)~7=3~)~!-lf--- Project Address IJ1,,&ri, ~f-,pk'{ Date_1?_~_P_T_, VI_~, _o_b __ Contact Ld?Jkfa,4) t;:? ~ VJ N?:b Ph. b r q q lj, C/ Lf-:1 Dr Fax g; t:fP:; -if qt; ·~ tj lf cf b Address J-i,tjtz PH--l l.,LJJ f~ qr , \J /7,A . CA. 'l'-u>~~ General Scope of Work (Al.(,tA Pr:nA. 1 tJi)M7 ~ Gvt&NG'i- Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revisey ~ns Gr'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 existinq sheets l}l~/;,t,; rN folA 1-rl)JJ--TT-Q')J ~~'ThM Fe)rl, c;1 , I ~/; I ,. &I, 0 ~{,,( IAiAf/4..,, Ovtz. 7b Cli>.:5U-VV' si,11 oA--tJr--rJe, £_ il\J °P:'l.-1 < n tf"~ CA7Nl?!TTD"N'S ., 5 Does this revision, in any way, alter the exterior of the project? D Yes 0 6 Does this revision add ANY new floor area(s)? D Yes 7 Does this revision affect any fire related issues? D Yes 8 lsthisacompl:,s~Ag~yNo $1)44i~ tnJv(. £$'Signature_~-, --i,+--------------------------- 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717 / 2718 / 2719 / 2721 Fax: 760-602-8558 EsGil Corporation .In c.Partnersfi.ip witfi. government for (}3ui[aing Safety DATE: September 30, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 073114 Rev3(PCR08111) PROJECT ADDRESS: 2282 Faraday PROJECT NAME: ISIS CMU Foundation Change SET:I ~NT ~ --0 PLAN REVIEWER D FILE [g'] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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: [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 contaeted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person [g'} REMARKS: Revision 3 includes change in foundation system for emu wall. By: Abe Doliente Esgil Corporation D GA D MB D EJ D PC Enclosures: 9/25/08 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 far{~ad 073114 Rev3(PCR08111) September ,30, 2008 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad Rev3(PCR08 l l 1) PREPARED BY: Abe Doliente BUILDING ADDRESS: 2282 Faraday BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance - Bid . Permit Fee b Ordinance ..... _9_. __ Y. __ 3 PLAN CHECK NO.: 073114 DATE: September 30, 2008 TYPE OF CONSTRUCTION: Reg. VALUE ($) Mod. I Plan Check Fee by Ordinance ·-;7 ------------________ _:J $120.001 Type of Review: D Repetitive Fee 3 Repeats * Based on hourly rate Comments: D Complete Review D Structural Only D Other 0 Hourly 1 j Hour* Esgil Plan Review Fee $96.ooj Sheet 1 of 1 macvalue.doc STRUCTURAL CALCULATIONS for ISIS PHARMACEUTICALS T.I. MECHANICAL YARD-DELTA 3 REVISIONS Carlsbad, CA Prepared for: Blevins Cubed Architects 9921 Carmel Mountain Road, #291 San Diego, California 92129 Prepared by: Devine Engineering, Inc. 12316 Oak Knoll Road, Suite C Poway, California 92064 858-7 48-6168 September 23, 2008 D.E.I. Job No.: 998.00 ·p . a,'' ' ~V'/0 ~U~ I I .,/ Structural Revisions to Plans- 1. Detail 5/S1 .1 was modified due to the existing footing not being as wide as anticipated. The new CMU reinforcement would have been too close to the cold joint between the footings, see detail. PCR08111 2282 FARADAY AV 1S1S-CMU FOUNDATION _., ---_.,. ... _,. .. _...., .. q ,~4}0?> Qu..Hu)\ ~rts -lo (3,-f> a*- Gso-->L w/~ Pt-~le..ie O 7 i3 114 ~ o;t. Gsj' \' pQJ2_ ~ ~ {6 1({6~ L oi~AJ e~ ~ Pcfl- E»E.."t i}fJ-l/\ cJ-y ?7,~tL~ be;_(_,-~ ~ '-ti vuc1f-C..u-e.._ ( 0 ( -z.. \o 8--J:'Ss LAE..0 Approved Date BV Building I,-..// /r, Planning jJ ff-• - Engineering tJ I A Fire nl}p,. Health / F.O.G. I HazMat/ Air Quality Comments Date Building Planning Engineering Fire Forms/Fees Sent Rec"d Due? By School y N CFD y N PFF y N PE&M y N Special Insp. y N Fire y N Sewer y N Fees Complete ______________ _ Application & Related Docs. Complete ------ City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-12-2009 Plan Check Revision Permit No:PCR08113 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: LEAF BLEVINS 619-944-4107 Building Inspection Request Line (760) 602-2725 2282 FARADAY AV CBAD PCR Lot#: 0 Status: Applied: 2120614600 $0.00 CB073114 Construction Type: NEW Entered By: Plan Approved: Issued: ISIS: REVISION OF PAVED AREA Inspect Area: TO ACCOMODATE FIRE PROTECTION EQUIP. & RESOLVE Owner: BMR-2282 FARADAY AVENUE LLC C/O PARADIGM TAX GROUP 3645 RUFFIN RD #310 SAN DIEGO CA 92123 Plan Check Revision Fee Additional Fees Total Fees: $0.00 Inspector: Total Payments To Date: FINAL APPROVAL Date: $0.00 Balance Due: Clearance: ISSUED 09/26/2008 JMA 10/27/2008 10/27/2008 $0.00 $0.00 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have nreviouslv been niven a NOTICE similar to this or as to which the statute of limitations has nreviouslv otherwise exoired. City of Carlsbad Plan Check Revision No. 'f CV20 J -l \3 Orig;nal Plan Check No~ (J7 S .. ( I l{ Project Address It ,t,.6~ f-/rr2-l.3rt:J,A'Y' Date '11 i-~ /1>R Contact l-t?A 'r gL,e.,V I N"::7 Ph.ef/1.:,/ f-11./lf -lfl bJFax Ssi 4-?t tJ<ilt(. Address 11« P J+i L--t-J ~$ GT, \f/G[A, al - General Scope of Work R 6, VJ ~I mJ PF fl..& C./ ~ e (}Jfl.:lrlJt If~ Pl-bC\J Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Ele~ents revised: E[Pians 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 f,/J /,,fr l!.G e'z.. '11-rl: p(J('{UJ ~~ -m 1)-~C.t:TH H () I)~ fl shown existinq sheets r; flJ1l /k:. f {)f hfl p~ 6Tf C. n p.,.} f..0 I,( I (J Hf.AV/ C~ I Cr I /fN'D (}.fifolVt Oil.. A-IN A-t.f ~(UY\,{ Ir' A--ft. ~ . I I . ~(u(7VVJ·· ''71,7 / ~ . vJ--, /l - (/~ I uA V (_d/Vr 5 Does this revision, in any way, alter the exterior of the project? 6 Does this revision add ANY new floor area(s)?-D Yes D Yes 9-No 7 Does this revision affect any fire related issues? D Yes ~ 77 8 /sthis a comp/'1:'73 ?5 ~ ~ : ,<, 1.-i,,-C-1 VI,._, ¥'trrt n nI of ..@'.S'Signature--~"------=-.....___...,.._ __________________ _ 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717 / 2718/ 2719 / 2721 Fax: 760-602-8558 .) DATE: rolelo8 BUILDING ADDRE~S: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure .continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. 0 A Right-of-Way permit is required prior to construction of the following improvements: DENIAL ached list of outstanding issues marked 1th D. ake necessary corrections to plans or spe · ati s for compliance with applicable codes an standards. Submit corrected plans and/or specifications to the Building Dept. for resubmittal to the Engineering Dept. Only the applicable sheets have been sent. By: Date: By: Date: -------- FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By: ATTACHMENTS D Engineering Application D Dedication Checklist D Improvement Checklist 0 Neighborhood Improvement Agreement D Grading Submittal Checklist D Right-of-Way Permit Application and Information Sheet D Storm Water Applicability Checklist/Storm Water Compliance Exemption Form Date: ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 NOTE: If there are retaining walls associated with your project, please check with the Building Department if these walls need to be pulled by separate RETAINING WALL PERMIT. 1635 Faraday Avenue• Carlsbad, CA 9200a-7314 • (760) 602-2720 • FAX (760)-602--6562 * 602-1052 . 1ST 3RD D D D D D D D BUILDING PLANCHECK CHECKLIST SITE PLAN 1. A. B. C. D. E. 2. A. B. C. D. 3. A. B. C. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow F. Right-of-Way Width & Adjacent Streets Existing & Proposed Structures G.· Driveway widths Existing Street Improvements H. Existing or proposed sewer lateral Property Lines .(show all dimensions) I. Existing or proposed water service Easements J. Existing or proposed irrigation service K. Submit on signed approved plans DWG No. Show on site plan: Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address Assessor's Parcel Number Lot Number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, . warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. 2 BUILDING PLANCHECK CHECKLIST 1sr zND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ D D D 4b. All conditions are in compliance. Date: _________ _ D D D D D D DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17,000 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds$ 82,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: ____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans ar:id submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed applicatio,n form and the requirements on the 3 D D D D D D D D D D D D D D BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ----- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 441. 00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ---------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 4 " BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD D D D ?ct. No Grading Permit required. D D D ?e. If grading is not required, write "No Grading" on plot plan. D D D D D D D D D D D.D D MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: NPDES PERMIT 10. Complies with the City's requirements of the National Pollutant Discharge Eliminate System (NPDES) permit. The applicant shall provide best management practic.es to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the city Engineer prior to issuance of grading or building permit, whichever occurs first. STORM WATER COMPLIANCE 1 0A. D Requires Project Storm Water Permit: PSP ___ 0 r-rr=,-ier I/Tier II (Requires SWPPP)-Please complete attached forms r 5f'IJ f,-z/lo --i:i"'" Exempt -Please complete attached exemption form 11. O Required fees are attached O No fees required 5 D D D BUILDING PLANCHECK CHECKLIST WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not ov~rsized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. • owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, wt:iich include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". 1. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 2. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 6 BUILDING PLANCHECK CHECKLIST 1 sr 2ND 3RD D D. D 12c. Irrigation Use (where recycled water is available) D DD 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments: 7 IE-:::: --" . . ~--~~~ =---~-.,,.,.,.,-"~~~-~.,,-~~ .. vr-----;o:.· -·~. ,·:~ ,: MA-P NO. 1123·0 .- ---TRACT SHEETS'. eu~o1v1ei10N eout--1Qt!RY CARLSBAD. 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SOILS AND GEOLOGICAL REPORT: f'lllZSOA!slT 1b 11\E Sll60MSIOM MA'f' ACT, SECnON 66434-S, NOTA,'T\CN 15 HE:RE:6'1' N'\/We 11-\Af A SOILS ~c:l"br<:T \-\AS e,E.e':\,J l'RSl"ARE:17 6Y: £AIJ O\EGO 60\Ll', EN61NEEKIN&, I NC.. VA1Et1: t-MRGI-\ ib,1'1B4 . !\7l&Nl::P l?J-<: "TAAA SIi<.\-\, Kc..E. 3::4-&4- 111\CI-\AE:L \I'. NIILL~R, R.c..e. 22>110 iE:N\l"~Y ~ ~1-\ENT ,o \,,l:;Clft>E:'C> A1' 1'\N\E OF t:t~LOf't,AENT !7f ~RlY AVJAc.ENT 10 eAS, 50612\Vl.S\ON eaJNOARY. T~t.;~ NOTE~ SEE SHEET 4 FOR DETA\L Of 6E:NERAL ACC.E:SS AND U1\l\1'( E.ASEMEN"T. l'ROJEC.T NO. "\177 T.M.NO. W.Q.N.Q. L.C.: , ..... f I l'l • I 1 -I E I I. I ! f, I I E w I UJ 111 ~ I ~ ~. I • ,Pl;