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Home My WebLink About2728 LOKER AVE W; ; CB023141; PermitCity of Carlsbad G\C/ ..,. 11-27-2002 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB023141 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2728 LOKER AV WEST CBAD Tl Sub Type: 2090812900 Lot#: $125,000.00 Construction Type: Reference #: BLDG E-ABTECH-CAISSONS TO LIFT SETTLEMENT COMM 0 NEW Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: FENTON H G COMPANY ISSUED 10/17/2002 CB 11/27/2002 11/27/2002 ROD WRIGHT ARCH 7515 METROPOLITAN DR SD 92108 7588 METROPOLITAN DR SAN DIEGO CA 92108 2251 11/27 /02 0002 01. 02 619-294-7515 Total Fees: $1,055.12 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 STD #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 Total Payments To Date: $405.31 Balance Due: $623.56 $0.00 $405.31 $0.00 $0.00 $26.25 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFO Fund) Traffie Impact Fee Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES ICGP 649-81. $649.81 $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 $0.00 $0.00 $0.00 $0.00 $1,055.12 ~ rJc, PERM;;: hPPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NoCE;([Z.."31~ I EST. VAL. I -2L>;61JTL ·- Plan Ck. Deposit 405.3> / Validated By_C~....,B,=----=----- Date I O ~ ft-0'2.. l+l?Tc Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units 9030 10/17 /02 0002 01 02 Assesi;or' s Parcel # Existing Use Proposed Use CBF" #of Stories Address City D'.AgEl~t tor :co·rifraci:or -nowner ~ · ~geniior Qwnei -----:-:, Name Address City State/Zip Telephone# ~~~: ~- Name ~-,,,, ' ,• " . '~- (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom, and the basis for the alleged exemptio . Any violatio of Section+7031.5 by any applicant for a Pjl(._mit subjects the applicant to a civil penalty of not more than fiv undred I~laJf [$500]). ~ .£ ~vl LP iSrZh / '2-1 'Z:2-<:s:5CV ~3 ~ l Designer Name Address City State/Zip Telephone State License# _________ _ iP1--_:-WPJtKl;tt$!Q,QtvJPEN.~ATION-, · __ , " :----¥ ~ ~~ : Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. d1 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is ~d. My worker's co"!pensation insurance carrier and policy number are: A I til'"Jr/J i/ / Insurance Company S:t:'4t:E lptLN-t) I NS(t\'Z1q?,:.ra(C Policy No.=!j2 l..-,5 Expiration Date ~?-Ill 07 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) 0 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 orke ' compensation thousand dollars ($100,000), n I, and shall subject an employer to criminal penalties and civil fines up to one hundred es as provided for in Section 3706 of the Labor ode, in rest and attorney's fees. SIGNATURE. _____ -I-H\,.-lf¼cfhJ--hH-f+---i!-+-trHf-'d-llf-.L.-----------DA TE ----+++-'-"..J-.J'-'O=--,__= .. 7.,: .i:>w.t,11;RfB!JJtPJ;1J:oecL_: ,.10...... .. .. . . . ·---·--··-_ ...... · ... I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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). 0 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). 0 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. 0 YES ONO 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 number / 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 number/ 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 number / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE _____________________ _ DATE _________ _ :cQMPl.:ETE THIS s~cr10N·Fo8NON°RESIDENT/Al aun;DIN$, PE,RMIJ'S QN,v, 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? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O 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. 1s::~j[O~$TROCTi(irif"~t~Dlr'{G A~Er.fqy · · ', -· · I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME _____________ _ LENDER'S ADDRESS ----------------------------f9\ ., .. A~f,>J.IGA!\l"I:,Cf;:fiTIFIQl,\ Tl91\1 .. ,,,,,,,-,, '-----,· I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavati s over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the bui ing fficial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenc thin 0 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for f 180 days (Section 106. orm Building Code). DATE I D ,I l '1 ( 0 /'J ~PPLICANT'S SIGNATURE ------I----'-----,,"'-"------------_ --, _ "f--- PINK: Finance City of Carlsbad Bldg Inspection Request For: 03/17/2003 Permit# CB023141 Title: BLDG E-ABTECH-CAISSONS TO Description: LIFT SETTLEMENT Type: Tl Sub Type: COMM Job Address: 2728 LOKER AV WEST Suite: Lot 0 Location: APPLICANT ROD WRIGHT ARCH Owner: Remarks: Total Time: CD Description Act Comment 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs lns12ection Histo!Y Date Description Act lnsp Comments 12/27/2002 12 Steel/Bond Beam AP PD GRADE BEAM 12/26/2002 12 Steel/Bond Beam NS PD ROLL TO FRI 12/18/2002 11 Ftg/Foundation/Piers CA TP NOT READY 12/17/2002 11 Ftg/Foundation/Piers NR TP Inspector Assignment: PD --- Phon~167 lnspecto. ~ Requested By: DOUG Entered By: CHRISTINE CHY of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite ~ Plan Check #: Date: 03/17/2003 Permit#: CB023141 Permit Type: Tl Project Name: BLDG E-ABTECH-CAISSONS TO Sub Type: COMM LIFT SETTLEMENT Address: 2728 LOKER AV WEST Lot: 0 Contact Person: DOUG Phone: 8583423167 Sewer Dist: CA Water Dist: CA Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... Comments: ______________________________ _ Office Locations Orange County Los Angeles Corporate Branch: 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.297 4 San Diego Imperial County 7313 Carroll Road Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14320 Elsworth Street Suite C101 Moreno Valley, CA 92553 Tel: 909.653.4999 Fax: 909.653.4666 Central Dispatch 800.491.2990 www.mtglinc.com Geotechnical Engineering Construction Inspection Materials Testing February 14, 2003 City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 FINAL REPORT Carlsbad Crossroads -Building E 2728 Locker A venue Carlsbad, California Permit No. CB023141 Project No: l 576A07 Log No: 3-256 To the best of my knowledge, all of the work performed from December 13, 2002 to December 27, 2002, requiring special inspection and testing of reinforced concrete for this structure was essentially in conformance with the approved plans, specifications, approved RFis, and the applicable workmanship provisions of the California Building Code, as amended by the City of Carlsbad. LIMITATIONS Our verification applies to conditions, in the subject areas, observed and/or tested by us as of the date of the report. Our firm is not responsible for work not observed by us or for any changes, which may occur outside of our purview, or after our inspections. Our work is considered to be in accordance with the usual standards of the profession and with local practice. If you should have any questions concerning this report, please contact me. Respectfully submitted, :T~ (l ------ Re istered C~g~neer #41507 gistration Expires 12/31 /03 cc: H. G. Fenton & Company Marcotte & Hearne Builders Sillman Wright Architects Burkett & Wong I\ Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Report of: COMPRESSIVE STRENGTH-CONCRETE ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: HG FENTON & COMPANY SetNo.: 2-11681 ASTM C39/1231 Branch Office 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Project No.: J 576A07 Project Name: CARLSBAD CROSSROAD BLDG E 2728 LOCKER AVE CARLSBAD, CA BP/DSANo.: Plan File No.: Age Date Nominal Actual Area Load Strength (Days) Size 7 1/3/03 6 X 12 28 1/24/03 6X 12 28 1/24/03 6X 12 28H 1/24/03 6 X 12 Specified Strength: 4,000 PSI Cast By: GREG EVERSON Location: GRADE BEAM ACROSS CAISSON #'S 1 THRU 11 Concrete Supplier: HANSON Mix No.: 4011500 (Sq. Inch) (lbs.) 28.18 107,000 28.37 129,000 28.37 124500 28.27 on 12/27/02 Air: Unit Weight: (psi) 3,797 4547 4,389 Date Received: 12/31/02 % ASTM C231 PCF ASTM Cl38 ,, Ticket No.: 425351 Concrete Temp: 68 Ambient Temp: 66 Admixture: "F "F ASTM Cl064 Water added at Site: 0.00 gal. By Cement Type: II Mix Time: 40 Slump: 5.00 in. ASTM Cl43 Remarks: Distribution: HG FENTON & COMP ANY HG FENTON & COMPANY BURKETT AND WONG MARCOTTE & HEARNE BUILDERS SILLMAN WRIGHT ARCHITECTS CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** min. Respectfully Submitted, 4,468 28-day test complies with specified strength. .,....1.-, •vr .. vv• .w.v,1.,, .a.u T J.l;J .&".c:1.A -,-,..,. .LU..LU1.l-l1J.~.l1.D.O.LJ.U Oorpora1e: 2992 E. La Palma Ave., Suite A · Anaheim, OA92806 Tel: 714:<;i32.29~9 Fax: 714.632.2974 Branch: . 7313 Carroll Road, Suite .G San Diego, CA 92121 Tel: 658;537.3999 Fax: 858.537.3990 FiELD, RE.PORT AVAlLA8LE: ' SOIL llEPOR1 {'IT(N) . - APPROVSO P~~S NI fOR WEEK ENDING REPORT NO. PG tgJUUo/Uts4 · · Or REPORTING REQUIREMENTS: IC:flo.r,mr .n lN.'SPilCTTON MANUALJM'lGL SOIL. MANUAL I<EVIEWPREVJOOS Rfil'ORTS AND ili't'l; lJiTHF.IUi IS NON-CONFORMING WORK AT TilB END OFTHB WORK DAY, OR M!SSING MTRS, AND RFJS, ETC •• FILL OUT AND J\Tl'ACH A riEFICJENC'l'. REPORT WHEN A DEFICIENCY, YOURS ORA J'lIBVlUUS lNSPcC!'()!l"S, IS C:OR.RF.c:rnn, so NmTI ON nrr; ORl(JlNAT. nm7lr:nwc::v RTIPORT ,\NT) . . SCJl:!MIT A f:Ol'Y Wi'l'H YOUR Wl":JH("S Rm'ORI'S, W.WRIAlS USED BY CON"!AACTOR (INCLUDE IIESEAAOtJ REPORT NO. OR MA'!ERW. TEST Rt;PORT$): -AettM M2,s ~ ~e: b o a~rti s:\dX CONTRACTORS EQUIPMENT I MANPO~ U$~: _\ -cl-r-~ \\ \::, 'Cs ~\ 0 ~-'-~.C, :Z.. \'Y"Cbo. '.t>\....u:-~.\.: G:e.w J\REA, GRID LINES, PIECES DBS"ER~ _ · L.:t-, . .:v,so :o ~'5.. ... ·c-i 8 Si \Q I . •· • ·------------------'-----'-·· .... ---· -··· .. ·-·--·-. ____ ,....,.._,. •• ._ .. 11. ____ ....... ·---,----11 BJ;lflQBK AS PEBQENI OF ALL WORK JO PAY· "PERCENT PROJECT COMPL:ETION: sm r1ME s1ARr: t.o :-cio c::; t'rY'\ LUNCH PERIOD:-------- n:srs REOUIIIEO! Slll:TIME FINISl-1: \ i ~~--. __ lRAVi~ TIME; -l_~_,'!fr:_-"'-'._· __ I DO CERTlfY THAT I !:!AVE PERSONALLY OBSERVED All OF TttE WORK LISTED AB0VE AND TAAT THIS WORK COMPLIES WffH THE SO ·INVESTIGATION·REOQMMENOATIONS, THE APPROVED PI.A1-lS. SPECIFICATIONS AND APPLICABLE SECTION OF THE 8UILOING CODE, UNLESS OrtiERWISE NOTED IN.'I'!-lE 01:FICIENCYAEPORT ~~L --~ \J-I \:l / J)'J- Oate or rieii'o rt ,ceo cer1Hleatto11 Numtier . 'tirg56r'> CINi Countv Ceriltlcation·~umbl!r · , . ;.~ .J..,/ .,.,, .. vv.:; mvi~ .J..J; J.,> l{t] 006/064 w • Corporate; . · 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 . Fax:· 7i4.632.2974 Branch: .. · 73.1 S -Cairoll Road, Suite G. San Diego, CA 92121 . Tel: 858.537.3999 Fax: 856:537.3990 . :'·/::::(/:::--.... ,_·_._~:_._: __ ·-_·._;_:_._~---.-.... .-:~_.:; __ -... · .. · ... . Fnt·LltR-EPt;-ttT:: ' .. ·:' : '/.:.:·:· \_·. ;, \·~ \~'~.:-:. ":\.:: -_: ·.-: ~ .:-.. • ·.!. • .• •}; ,. : ~, .. ~ ~VA!L:AEU. · ·. : . _-s01L Rl:l'lltll (Y) \NJ ~O\l!:~-1'1.A-( N) FOil WEI;!( ENDING ·. REPQRTNO. . SPEC$ (Y) (N) · AP!'RQVED SHOP DRAWING (YJ (NJ l'RWl:\iT,·NO. . - l'B Of REPciRTil'iG REQUIREMENTS: ICBo'FJELD.lNSPEcrIONMANUAI.JMIG1, SOIL, MANUAi, · REVmw PRi,v1ous 1rnt'ORTS AND usts IF'IHERB lS NON-CONFORM!NO ~t)nK ATTH!i !,NI) OrTtlli WORK.DAY. ORMISSJNG MTRS, ANT> TU•1S. hTC: •• I'll J°. rnrr AND ATIACH A DEFICIDNCY RBPOITT .. WJ,!EN A i.JJ:FICIENCY, YOURS ORA PREVIOtis INSPECI'O:R'S, TS CORRTIC:mD, SC) NO'l'b UN nm ORIGINAL DBFicreNcY RUP<)R'l' AND SUBMIT A C:Ol'Y WJ"l'HYOUR WBE!{'.!i REPORTS. · AREA, GRID LINES, PIECES OBSERVED: R£MARKS, /HC.UDINQ IIIEEf/Hat; i'Oei'd"?:S. ~ Ok ~---·· ~ . C l C \ N---l.c:g,,.,..01..1.Jt'l...i&..:D~t~-'d:....::ak~_~~rC .... · """"'k:;:~·-_fu.(:::;z:...:..>,<~.Q\J(J§.,._,· ...:.c=..._,,.&:1/:1.L'-1cx---.a:_ :::c.. ·-=-~~~G~~-.... G-=-,ii .... ~c:;..;:,~=---iw\/~,~---.L>.,~--·-=_ ;..;:.._ +-·--U~v.._i'C,e.-.'"'"'""~----n , I WfAlllE!!!o~r v.r~~ TEMJ'EAATIJRE: ~ 5" 10 SrrE TIME START: . . (, ~, 611 r (';1. . LUNCH PERIOD:--------. SIIETIME "'""''!~ TRAVEL TIMI:; __ _ I DO CERTIFY THAT I HAVE PEASONAl.lY OBSERVED ALL OFTiiE WORK LISTED 'Al30VE AND THAT THIS woaK COMPLIES WITH THE OIL ll'NESTIGATION RECOMMENDATIONS. PECIFICAilONS ANO APPLICABLE SECTION OF THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICl~CY REPORT ~'Z_:~ ~'094-BZJ:, ::::tl'B-:"'""" ICBO Oartificaliol'i Number ~Dc!:o • .l."-1 "-.JI -',VV..:; lllVl~ .L,>; .L,> rAA -+-+-+ JlllbL-ilJ'l:tUUH!Yl lgj006/064 · Oorporat~; 2992 E. La Palma AVe., Suite A Anaheim, CA 92806 Tel: 714.632.2-999 Fax: 714.632.2974 Branch: 73.13 Catron Road, Suite G. San Di~go, CA 92121 Tel; 858.537.3999 Fax: 866.SS?.S.990 FIELD REPORT . AVAIWLE: $OIL Rl:l'iliU (Y) IN!· ,v'f'R~O l'lA 'I N) FORWEekENDIN6 REPORT NO. !'I.AN FILE NO. SPECS M!NJ APPR9VE0,5HOP D~NG M (N). Pfl . l'El!MIT~P. REPORTI!'ilG REQUIREMENTS: ICBO FiBLD lNSPECilONMANUALJMl'01, SOIL, MANUAi, . . REVIBW Pliitv1t)1is ltntiOR'i'S'.ANDLISTS IF TilERE IS NON-CONFORMINO ~C)RK ATTHb'. l>NI) O~THli WOlU( DAY. OR MISSING MI'RS, i\Nn Rr1S, hTC:., 1-111,1. OllT AND ATTACH A DEPicmNCY RBPOITT" . WMEN A ufili!CIENCY, YOURS ORA PREVIOUS INSPECI'OB'S, IS C:ORRTICmD, so NCJJ"b.UN THE ORIGINAL DEFICWcY RUPC)R'l' /\NLl SUBMl'J' A C:Ol'Y WJ·l'HYOUR WEEK'S R.EPOT<I'S. . AREA, GRID LINES, PIECES OBSERVED: r:-rvee>::C:S df Ok ~~--· -·· " r • .,... ~ • • C l C \ a-4:r,~(l'--"r'l.i..,;Sr..i.o/_.ll.J,J .. ·~~@J.c~~~,...::K-kf~·-l':L!~~Q,yJ,S~~&:Y:~' .J..<'?'-'=-~~-~0,-.~~~1"""''"=k.-,c::;__J,v~,'-¥\'-11a;i,Ai~h£y1..:.· =-1-· c\-e:~u~j't-t!-.i--. "'"""""----u , I BEWQBK AS PERCENT OF ALL WORK IODAY; PEBQENT PROJECT COMPLETION· WFAniER: 0~ / VJ"frvVa.-, T~M~RATU~:·)1 (I SfltTIME START: (,!,<Sb ·rM LUNCH PERIOD: _______ _ . '""'"'"'""'-'{?:_::tr; TRAVEL TIME'; __ _ .( DO CERTIFY THAT I HAIIE PERSONALLY OBSERVED All OF TiiE WORK LISTED 'ABOVE AND THAT nus WOF.IK COMPLIES WITH THE OIL INVESTIGATION RECOMMENDAl'IONS, PECIFICATIONS ANO APPLICABLE SECTION OF THE BUILDING CODE', I.INI.ESS OTHERWISE NOTED IN THE DEFICIENCY REPORT {;:i IJJ / 0-Z...... Datnm Rep0rt · , - ', I':°'•• Corpora.to: 2992 E. La Palma Ave;, Sl!ite A . Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Branch; 7313 Carroll Road, Suite G $an Diego, CA 92121 · . Tel:-858.537.:$999 Fax: B58.537.3990 FIELD REPORT 14]003/064 REPORlING :iu:QUIREMEN'i'S: ICBO rIBW lNNl'IK:l'lON MANUAJ.JMTC.l1,l5011 ., MI\NIIJ\L RIMJ.iW PRU.VlOllS RJ-il'l)JffS AN!:i !~J/.J'J'li IF 'J'Ut;flll IS NON-C:.'t)Nf.Ol~M!Ntl WC)RK tJ Tlili IlND OFTIIE WORK PAY. OR MISSING MTRS, AND Rl'JS, ETC,, I'll..!. OUT AND A'.ITAC.H A DEFICIENCY 1rnPOR1' WHEN A DEFicmNCY, YOURS OR A PRBV !OtJS INSl'HC~roR'S, IS C:01( RH(~l'hll, SO Nt11'H ON THH ORIOJNAL l)fl~f(:fhNCY RHl'Olff AND SUBMIT A COl'YWITHYOU1t Wl:iliK'S RnP<,iR'l"S, . MA'iiRIALS USED irt·CONTRACTDII [INCl-\lDE RESEARCH REPORT NO. 01'1 Mi\ieJ'\IAL T£S! m:1'0R1S): 1:\$:JM, ~LS 1 (.iw-,;,.J.e loO Te.r½-r:c.i'·7 _s?tee\ COITTMCTO~S EQOIPMENT / MANPOWER USED: AR!:A. fli\10 LINES. PIECES OBSEfiV~D •. / WEAnJE!\: c~ ~ \.--;w; V\,½ SAMPLES TAKEN;\(_~•-C..o.fl.<L, ?\~e_~~ ~' lEMPERATU!IE': C, °2_,: T£STS AEOUIRED: s11c TIME s1ARr: __ '!..._._:.Da....;;.o...;~-'-·--'-', __ S~TIME FINI.SH: .,2 ! 0 Qr:: LUNCH PERIOD:--------TRAva nME: _.:, \ ·hs--1/l.fr-VERlRED BY:~==;F+L;,.L-~.-"" i:,et=,,•S ·1 00 CERTIFY THAT I HAVE PERSONALLY oaSEllVEO ALL Of THE.WORK LISTED ABOVE AND TI-IAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION,RECOMM~NDATIONS, ~·I •• TIUPPROVED OPECIACAIIONS_ AND APPLICABl[ m,. OFTHi: DUILOING.CODE. _uNL.ESS'OTHERWISE NDm) IN THE DEACiENCY REPORT· _,,.,..~ ~=~~---'t..,.__'--=----=-:::::::, __ -.-'-----\L I lb , o-z__ .;tos~ei:2. ,3--gg ., -~ · Dais of Report ICBO Certif~tion Number , . . J..•t AaU/ ,._VV,_ .W.V.l,, .LU" .LV , .&'AA ""7'""7'""7' ,11,l,,L~.L,-AJ."tl1.ll.C.LJJ.1 co~p!)r.a~e: 2992 E. La Palma Ave., Suite A Anaheim, OA 92606 Tel: 714.632.2999 Fax: 714.632.2974 Branch: 7313 Carron Road, Suite G San Diego, GA 92121 Tel: 858.537 .3999 · Fax: 858.537.3990 FIELD REPORT. 0 TECIINICAN . AVAIL.ABLE: . $01~ R5POIIT IY) (N) Lfl:JUU4/.U04. SPECS (V) (fl) APPRQVllD P · (N) APPIIOV~? ~HOP O~\VJNQ (YJ (N) 1-::::e::--::=:~-~~:s.:t~...:L,JM~:,4X~:;J::.-----_...;.-....._--+::..:.:.:::;:;;:.;.::~~'!..-. . ....:.....,.-........ --,-..__,_-"""'...__,;;,,__...:..;..:..;........,_ __ II . Al'.lCHITECT PRCJ!rcr:ilo \ H~f'URl,NU. PG OF IWl'OIU'IN(:i RICQUU<.t.lv.Ul:l'ffS: lC:BU J:,Jf;U, .IM,l'~L-nONMANUAJ)Mf(JI. :iUlL. MANUAL !Ui.Vlr.W l'R.EVIbtfs,REPb:tttsAND' t.Isr.s IF'IHEREIS'NON-CONFORMINO WORK IX'l" 11'1H HND of'tHH WORK. l)AY, OR MISSING MTRS.AND RF.IS, BI'C., FILL OUT AND ATI'ACH A l)F.~1CIE.NCY .REPORi:' Wl'JliNA VfiFiciENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOrn ON Trni omc;INAL Dfil-lC:LbNC'Y REPORT AND . SUJJMITA C()PY wrni YOUI't WEBK'S RS!'ORTS •. •----~-~~k-c.-.~--~--~~-.: --~-----------~------11 f7<r~\.. , ...... ~d: n,,,~ ~'&-, ~ C.aw.rek... W) kf65ibed.-'v7 t:ne-¥Dr&-ef,. a,_ .l ~ ¼a· (Y"N,,·."····,,z.;~ ~~\\ ---t)~·1.A)u-5 IY'fCbe.J'-'c(-..\\¥.{f.l~~\-ciu..\e.:L »>, ~s· r2£ :o b~~ptC!,\:Cev~~ecSt>t"/ M'-'l"C::C:-,., PEBGEW: PROJECT COMPLE:flQN: WEATHER:O~t>V:1\-Lv .~ SAMPLES TAKEN: \ "7e*-~ ~ C,~ \ \~ TEMPEAATURF.;' ./;pO O. fl:SiS n£0UIRt0; 5\ SITE TIME START:-Z'-"-"'-!..,_~ ... 0,_tn-_._-- LUNC~ PERIOD!.--=====:::-::_ __ SITEllMEAN!SH: 4~ 4P.cGI f""1 TRAVEL TIME: '2a£ .. ~\-nJ• I 00 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WOAK LISTED ABOV~ AND 1'HAT THIS WORK COMPLIES W · HE SOIL INVESTIGATION'RECOMt;fENDATIO~S. CIFICA1'10NS ~D APP.LICA8LE SECTlON Of THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Sig . ) z... , l ~ toz_. Date of Report ~~~...-:»= o r14-8Z=-13 -Sftf/1t:~- ,cso CertiTICation NumD!lr ''-~-·~ P~niN~ ~~--------Cll'J I County Certification Number 12/20/2002 FRI 15:58 · FAX <II ' .. 1 ,., Cotpurtltc: 2992 E. La Pal~ Avenue, Suite A, Annheim. CA 92806 Tel: (714) 632-2999 • Fax: {714) 632-29711 FIELD DATA SHEET ,, Branch: 7313 Carroll Road, Suiie G. San Diego, CA !32121 Tel: (656) 537-3999 • Fex: (858) 537-3990 ,TESTS PROJ. NO: 151bt,-o7· ,. l NAME: ~ r \ c,' C\ o d. L 1,r-C,51 n:.io.d.-3 PROJ. ADDRESS;. \ BLDG.ILOT NO: I TRACT NO: .. BPIOSANO: \ Pl.AN FILE NO: Fll:Ltfl.O. : r. ' ~ LAB USE ONLY -SET NO: \ I \..Q q ~ . ~T~CAST:-\ 1-v: 1) ... c,-z.__. DATE ~ECEIVED: ,~1,~ lo:i_ TEST SCHEDULE (NO. @AGE IN DAYS): -\--@..,,..2_DA.YS, _@_DAYS, _@_OAYS ·-- &-@7DAYs,k@ 2e0Avs:LH0Lo I _@!_DAYS, _@_DAYS, ~@~DAYS Mix No: So ?,j,.S-c:, I suPPLIGR: ~~ SPEC. STRE~GTH: b 00 0 CEMENT TYPE: -C..,./ f·-e-:U::.. ~, r ADMIX; TICKET NO: "2. 3 \.\ !,. -z._. 0 MIX TIME: bV / MINUTES I WATER: GALLONS ADOE:O ~ BY ~ CAST BY: C.. .. 13.ver>o f) I i J 141004/004 SI.UMP: 3 l\ IN. I AIR .. CONTENi: ----"' -I UNITWEIGHT: -PCF --- TEMPERATURE: CONCRETE bG.,r.) "F AMBIENT: 5"10 QF SAMPLf; J.,OCATION: r ~ ,:;, r:::. :--C"I .('\ i \s C-.. a ' -i 1 n I J . REMARKS: r FOR LAB USE ONLY 1 SET AGE NQM,SIZI: ACTUAL · LOAD STRfNGW LAa~o. (DAYS) DATE (JN.J AREA (SQ. IN. l (L8S) (PSI) l)tpYSA ~ ra .. iD d\~.11 .lt} 1~000 'J.7<, D E, /.2 I-I~ C. Z..8 () tt" - 12/20/2002 FRI 15 :·58 FAX> Corpomtc: ll992 e. La Palma Avenue, Suite A, Anaheim, CA 92806 Tai: (714) 632-2999 • Fax: (714) 632-2974 Branch: 7S1S Carroll Roa,:!, St.lile G, $an Diego, CA 92121 Tel: (558) 537-3999 • Fax: {858) 537-3990 REPORT OF ( Pt0( ,\r-f ,k FIELD DATA SHEET _ TESTS PR.OJ. No: 1 _1-=; · 1 '~. ·" .... _..., I r 1 1 1 t ,.,.,-. \. __ , \-' . t-r<) 1 NAMt;; l r;,. ,-\ < \,"•CA.C\ i -· Y-r ,..-::.,.L,."'\---r"YA ... ~ 11-------',...=::~-'--"'-'-...L..l. • .>..:...--L-~---=c1..-<::.....:.---1.,_..:,....l:J. PROJ. ADDRESS; I BLOG.JLOT NO: I TRACT NO: BP/OSA NC: Pl.AN FILE NO: FIEl-D1.0. LAB use ONL y. SET NO: --,--. ..-., 0 C 141003/004 DATE CAST; /..--\ -;, ·-o ~ ATE RE etvEO: \2.'\'ri--cn. --------.L....----------''--.....:..!!:........:::;...c.;:; ___ ~----ll 11---·-- ITESTSCH~DULE (NO.@AGE IN DAVS): _@_DAYS,_@--.--PAYS, _@_DAY$ ~@ 7DAvs:2--@ 2BDAYs._l_HoLo f ~@_DAYS, _@ __ DAYS, ~@ __ DAYS . Mix NO= 1:"J ~ ~ s c: 0 I suPPL1tR: i~ fl../,'l.,;~:¼,.-., ~ sPEc. sTRENGTl-f=4-c '(j 0 ceMENT TYPE: \.1 1--e.. JC/ J ADMIX: '~-. ------·-· TICKET NO: e;.,-:r., ). i.j () MIX TIME: _13~ ·~. _ 1 MINUTES I-WATER: GALLONS ADDEO J;_5;f BY ., CAST BY; C ~ £.-e y·~ O f} / <:...,;,;-,-_..;-----~--'r----""T"""---------------11 $I-UMP: r.;::; ' \ IN. I Al~°CONTl:N't: "4 } • --• I lJIIIIT WEIGHT: . ) .-PCF ( TEMPERATURJ;; CONCRETE ~:7 C: nF V. AMBIENT: SAMPLE LOCATION: REMARKS: .r FOR LAB USE ONLY 'l SST AGE NOM.SlZE ACTUAL LOAD STRENGT~ LAB NO. (DAYS) OA'ff (IN.) AREA (Sil. IN.) (L8S) (PSI) ~"'?-io~ 7 i'Z.-w r.viz.. ~~J .. 7 7'/4.(H,t'(J iteic -·-· --- 0 7.S ,-1,o I . .. ( ·7~ 1; I I ·ri- I I\ Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Report of: COMPRESSIVE STRENGTH-CONCRETE * * CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: HG FENTON & COMPANY Set No.: 2-11645 ASTM C39/1231 Branch Office 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Project No.: 1576A07 Project Name: CARLSBAD CROSSROAD BLDG E 2728 LOCKER A VE CARLSBAD, CA BP/DSANo.: Plan File No.: I\ Age Date Nominal Actual Area Load Strength (Days) Size 3 12/20/02 6X 12 28 1/14/03 6X 12 28 1/14/03 6X 12 56 2/11/03 6 X 12 Specified Strength: 5,000 PSI Cast By: GREG EVERSON Location: CASSION# 6,8, & 10 Concrete Supplier: HANSON Mix No.: 5033500 Ticket No.: 234620 Water added at Site: 0.00 gal. By Cement Type: II Mix Time: 60 Slump: 3.00 in. ASTM C143 Remarks: Distribution: HG FENTON & COMP ANY HG FENTON & COMPANY BURKETT AND WONG MARCOTTE & HEARNE BUILDERS SILLMAN WRIGHT ARCHITECTS CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** min. (Sq. Inch) 28.27 28.27 28.27 28.27 (lbs.) 78.000 141.000 138.000 on 12/17/02 Air: Unit Weight: Concrete Temp: 62 Ambient Temp: 57 Admixture: (psi) 2.759 4.987 4.881 Date Received: 12/18/02 % ASTMC231 PCF ASTMC138 •F •F ASTM C1064 Respectfully Submitted, 4,934 28-day test does not comply with specified strength. 12/20/2002 FRI 15:57 FAX Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim. CA 92606 rot, (714) 632-2999 • Fax; (714) 632-2974 FIELD DATA SHEET Branch: 7313 Carron Road, Suite G, ean Diogc, CA 92121 Tel: (85B) 537-3999 • Fax: (858) 537-39!10 PROJ.NO: 51 PROJ. ADDRESS! BP/OSA NO; PLAN FILE NO: !~~L-~D. ~ ' , .... l.AB USE ONLY· SET NO; DATE C~ST: 1 2---. l (_-o -.z._.. .DATE RECEIVED: I 'J. I TRACT NO: E&1SCtiEOULE(NO,@AGEINDAYS}: _l,__@ .1:_oAYS, __ @ __ PAY$, __ @ __ DAYij _@I 70AYS. ~@ 2IIOAYS,J.:_HOLD __:_@ __ OAYS, __ @_DAYS. _@ __ DAYS CE:MENTTYPE: 9\;" €-_j\"' ADMIX: ..---TICKETN0:3 {) 0~\ MIX TIMI;: 5 z_ I MINUTES WATeR: GAi.LONS AOOED ff BY @002/004 CAST 'SY: (j:i.. -O f) ....:;..;::;;,....:...e..-------....... --_,----------------41 ., SLUMP: IN. AIR CONTENT: -% ---UNIT WEIGHT: ---PCF -- ------- TE;MPERATURE: CONCRETE ~ ~ O °F ro o '·F AMBIENT: lD • SAMPLE LOCATION: &.,1 -=; 5 0"'(\ ~ ~ r REMARKS: r FOR LAB USE ONLY 'l SET AGE NOM,SIZE ACTUAL LOAD STRENGTH· LAB NO. (DAYS) DATE (IN.) AREA (SQ, IN. > (LBS) (PSI) .. ·-- 11~~4 A-4 1~ ~'l() s){ (.,('\(\ ).Clb I l,.,~ l -I:, 2-B r '-k.l+ ! ~o,oou ~,ao \2.'720 I ) - ENGINEER INSPECTION ADDRESS Corporate: 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Branch: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT AVAILABLE: REPORT NO. SOIL REPORT (Y) (N) ) ) -OZ- SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) PG OF REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAUMTGL SOIL, MANUAL REVIEW PREVIOUS REP0RTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY. OR MISSING MTRS, AND RFIS. ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR ·s. IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. CONTRACTORS EQUIP/,!ENT / MANPOWER USED. \ ,.. AREA, GRID LINES. PIECES OBSERVED·r • ~ \ _a..\ 5 .5 0 0 .:, STRUCTURAL NOTES, DETAIL. OR RFIS USEC,: ~ , 1:>rw\J s REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER· ~y / (..\-el).r TEMPERATURE. l z_O TESTS REQUIRED: It " t I s1TE TIME sTART:-\-l D~: .... Dc...D~o....,m ......... ~- LUNCH PERIOD:--------- SITE Tl~E FINISlt 3 ~ 00t~ TRAVEL TIME: \ ba.. I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND/ 0 E APPROVED PLANS, se CATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT \?-., I \'3 101.. Date of Report ICBO Certification Number City/ County Certification Number .I' Corporate: 2992 E:. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Branch: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT ... REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTGL SOIL. MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY. OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK•s REPORTS. AREA. GRID LINES. PIECES OBSEf\VED: STRUCTURAL NOTES, DETAIL. OR RFIS USEuc ~ l;:,:: \ ~ b 1> ~ ' ~ d hl des nru: ~ e.ne.,n,.,\ C> cro cw~ S\ ~ fr-l ,-\~ ~Y'\. -\ -0'2- SITE TIME START: "3 : 00 f :f""'\ LUNCH PERIOD: ________ _ SAMPLESTAKEN: l ~e,--\--0~ 4 C.1 j''('\,~e.(°> TESTSREOUIRED:6\u.~ s'; \~• G:-1; ~e.-'53..- SITE TIME FINISH:-$-~ 3 '° {2:01 TRAVEL TIME: ________ _ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND/ 0 HE APPROVED PLANS, Sf' IFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT \2... I \';? /6,-z.__ Date of Report ICBO Certification Number t=-ssB City / County Certnication Number /I Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Report of: COMPRESSIVE STRENGTH-CONCRETE ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: HG FENTON & COMP ANY SetNo.: 2-11630 ASTM C39/1231 Branch Office 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Project No.: I 576A07 Project Name: CARLSBAD CROSSROAD BLDG E 2728 LOCKER A VE CARLSBAD, CA BP/DSANo.: Plan File No.: Age Date Nominal Actual Area Load Strength (Days) Size 7 12/20/02 6 X 12 28 1/10/03 6X 12 28 1/10/03 6X 12 28H 1/10/03 6X 12 Specified Strength: 4,000 Location: GASSIOM # 11 PSI Cast By: GREG EVERSON Concrete Supplier: HANSON Mix No.: 4033500 Ticket No.: 300240 Water added at Site: 0.00 Cement Type: IIN gal. By MixTime: 53 Slump: 5.00 Remarks: in. ASTM C143 Distribution: HG FENTON & COMP ANY HG FENTON & COMPANY BURKETT AND WONG MARCOTTE & HEARNE BUILDERS SILLMAN WRIGHT ARCHITECTS CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** min. (Sq. Inch) 28.27 28.27 28.27 28.27 (lbs.) 74.000 on 12/13/02 Air: Unit Weight: Concrete Temp: 67 Ambient Temp: 69 Admixture: (psi) 2.617 Date Received: 12/18/02 % ASTM C231 PCF ASTM C138 "F "F ASTM Cl064 Respectfully Submitted, /I A Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Report of: COMPRESSIVE STRENGTH-CONCRETE * * MARCOTTE & HEARNE BUILDERS 6265 GREENWICH DR, STE 250 SAN DIEGO, CA 92122 Client: HG FENTON & COMPANY Set No.: 2-11645 ASTM C39/1231 Branch Office 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Project No.: 1576A07 Project Name: CARLSBAD CROSSROAD BLDG E 2728 LOCKER AVE CARLSBAD, CA BP/DSANo.: Plan File No.: Age Date Nominal Actual Area Load Strength (Days) Size 3 12/20/02 6X 12 28 1/14/03 6X 12 28 1/14/03 6X 12 28H 1/14/03 6X 12 Specified Strength: 5,000 PSI Cast By: GREG EVERSON Location: CASSION# 6,8, & I 0 Concrete Supplier: HANSON Mix No.: 5033500 Ticket No.: 234620 Water added at Site: 0.00 gal. By Cement Type: II Mix Time: 60 Slump: 3.00 in. ASTM Cl43 Remarks: Distribution: HG FENTON & COMPANY HG FENTON & COMPANY BURKETT AND WONG MARCOTTE & HEARNE BUILDERS SILLMAN WRIGHT ARCHITECTS CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** min. (Sq. Inch) 28.27 28.27 28.27 28.27 {lbs.) 78,000 on 12/17/02 Air: Unit Weight: Concrete Temp: 62 Ambient Temp: 57 Admixture: (psi) 2.759 Date Received: 12/18/02 % ASTM C231 PCF ASTMC138 °ࡴF ASTM Cl 064 "F Respectfully Submitted, A I\ Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Report of: COMPRESSIVE STRENGTH-CONCRETE * * CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: HG FENTON & COMPANY Set No.: 2-11644 ASTM C39/1231 Branch Office 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Project No.: 1576A07 Project Name: CARLSBAD CROSSROAD BLDG E 2728 LOCKER A VE CARLSBAD, CA BP/DSANo.: Plan File No.: Age Date Nominal Actual Area Load Strength (Days) Size 4 12/20/02 6X 12 4 12/20/02 6X 12 28 1/13/03 6X 12 28 1/13/03 6X 12 Specified Strength: 4,000 PSI Cast By: GREG EVERSON Location: CAISSON# 2,3,4 & 7 Concrete Supplier: HANSON Mix No.: 4033500 TicketNo.: 300261 Water added at Site: 0.00 gal. By Cement Type: II Mix Time: 52 min. Slump: 5.00 in. ASTM C143 Remarks: Distribution: HG FENTON & COMP ANY HG FENTON & COMPANY BURKETT AND WONG MARCOTTE & HEARNE BUILDERS SILLMAN WRIGHT ARCHITECTS CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** (Sq. Inch) 28.27 28.27 28.27 28.27 (lbs.) 58,500 60,000 114,000 120,000 on 12/16/02 Air: Unit Weight: Concrete Temp: 68 Ambient Temp: 60 Admixture: (psi) 2,069 2.122 4,032 4,244 Date Received: 12/17 /02 % ASTM C231 PCF ASTMC138 "F "F ASTM C1064 Respectfully Submitted, 4,138 28-day test complies with specified strength. I\ " Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Report of: COMPRESSIVE STRENGTH-CONCRETE ** MARCOTTE & HEARNE BUILDERS 6265 GREENWICH DR, STE 250 SAN DIEGO, CA 92122 Client: HG FENTON & COMP ANY Set No.: 2-11630 ASTM C39/1231 Branch Office 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Project No.: 1576A07 Project Name: CARLSBAD CROSSROAD BLDG E 2728 LOCKER A VE CARLSBAD, CA BP /DSA No.: Plan File No.: Age Date Nominal Actual Area Load Strength (Days) Size 7 12/20/02 6X 12 28 1110/03 6 X 12 28 1/10/03 6X 12 28H 1/10/03 6 X 12 Specified Strength: 4,000 PSI Location: GASSIOM # 11 Concrete Supplier: HANSON Mix No.: 4033500 Ticket No.: 300240 Water added at Site: 0.00 gal. By Cement Type: IlN Mix Time: 53 Slump: 5.00 in. ASTM C143 Remarks: Distribution: HG FENTON & COMPANY HG FENTON & COMPANY BURKETT AND WONG MARCOTTE & HEARNE BUILDERS SILLMAN WRIGHT ARCHITECTS CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** min. (Sq. Inch) 28.27 28.27 28.27 28.27 / /;''-<' .(/'; (lbs.) 74.000 129.000 .. ·-....._ ...... , . 134.000 "'\ \ Air: Unit Weight: Concrete Temp: 67 Ambient Temp: 69 Admixture: (psi) 2.617 4.562 4.739 Date Received: 12/18/02 % ASTM C231 PCF ASTM Cl38 "F "F ASTM Cl064 Respectfully Submitted, 4,651 28-dav test complies with specified strength. " EsGil Corporation 'l.n Partnership with (jovemment for 'Buifaing Safety DATE: November 27, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3141 PROJECT ADDRESS: 2728 Loker Ave West PROJECT NAME: Foundation Repair SET: II ~~T ~ CJ PLAN REVIEWER CJ FILE ~ The plans transmitted herewith have been co~rected 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: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Rod Wright Telephone#: 619/294-7515 Date contacted: (by: ) Fax #: Mail Telephone Fax In Person ~ REMARKS: Applicant to carry approved set of plans to the city. By: Abe Doliente Esgil Corporation D GA D MB D EJ D PC Enclosures: 11/27/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation 1.n Partnersnip wit/i, (jovemment for 'lJuifaing Safety DATE: October 29, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3141 SET:I PROJECT ADDRESS: 2728 Loker Ave West PROJECT NAME: Foundation Repair ( A6TEC) D D D D D -~ D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Rod Wright 7515 Metropolitan Dr, Suite 400, San Diego, CA 92108 Esgil Corporation staff did not advise the applicant that the plan check has been completed . .. Esgil Corporation staff did advise the applicant that ttie plan check has been completed. Person contacted: Rod Wright (\J-H,) Telephone#: 619/294-7515 Date contacted: I 0/2..9 / 02--(by: '0---) Fax #: -7592 Mail ...-Telephone.......-: . Fax/ In Person REMARKS: By: Abe DoUente Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/21/02 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 02-3141 October 29, 2002 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2728 Loker Ave West DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/21/02 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): PLAN CHECK NO.: 02-3141 DATE REVIEW COMPLETED: October 29, 2002 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. 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. • Please make all corrections on the original tracings and submit two new complete sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No , ..._ Carlsbad 02-3141 October 29, 2002 1. All sheets of the two sets of plans must be signed by the Engineer of record. 2. Special inspection is required for the construction of the caissons. Note this on the plans. 3. Please complete the attached special inspection form from the city. 4. Provide a letter from the soil engineer confirming that the foundation plan and specifications have been reviewed and that it has .been determined that the recommendations in the soil report are properly incorporated into the construction documents. 5. 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. f Carlsbad 02-3141 October 29, 2002 City of Carlsbad i=i!11 G11 ,i·l•J4.JUii,,i4hl BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 02-3141 Job Address or Legal Description 2728 Loker Ave West Owner li:,(b-, K..-~V~ VJ-Address '1 S-a~ M~fVL/l,~\? ~ ~A-N O[~o, CA Jt~ ~ You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special fuspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special fuspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification :from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Irispector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City. of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) • · ·1 Carlsbad 02-3141 October 29, 2002 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 2728 Loker Ave West ________ _ PLAN CHECK NUMBER: 02-3141 __ OWNER'S NAME: H. G. Fenton Company, Inc. I, asahe or a ent of the owner (contractors may not employ the special inspector), certify that I, or th rchitec engineer of record, wi I be responsible for empl_oying the special inspector(-s) as required by Uniform uildi Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC S tic 106.3.5. I, as the engineer/architect ofrecord, certify that I have prepared the following special inspection program as required by UBC ... Section 106.3.5 for the construction project located at the site listed above. 1. List of work requiring special inspection: ~Soils Compliance Prior to Foundation Inspection E Structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Masonry D Designer Specified Englnee~s/Archltect's Seal & Signature Here D Field Welding D High Strength Bolting D Expansion/Epoxy Anchors D Sprayed-On Fireproofing D Other _____ _ 2. Name(s} of individual(s} or firm(s} responsible for the special inspections listed above: A. ,~ivf ' &gu C/otJ /NG . . a. ?:hl,u vr e.iN e ·. Mt&'l-1 I J.J(j. [ & 4 E v~:11.J Lec~_p..1 3 -!f'i C. 3. Duties of the special inspectors for the work listed above: A. Gl'.fV 00N. ~1L, . J B. Li !3C, .... C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad 02-3141 October 29, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3141 PREPARED BY: Abe Doliente DATE: October 29, 2002 BUILDING ADDRESS: 2728 Loker Ave West BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. Fdn Repair Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance j ..-j Plan Check Fee by Ordinance 1..-1 Type of Review: 0 Complete Review D Structural Only D Repetitive Fee =8 Repeats Comments: D Other D Hourly ,__ ___ ....,I Hour* Esgll Plan Review Fee C ($) 125,000 125,000 $623.561 $405.31 I $349.191 Sheet 1 of 1 macvalue.doc ,,. BUILDING PLANCHECK CHECKLIST DATE: /Dl~)Ofl_ _ PLANCHECKNO.: CBQ,;2 3/4'/ BUILDINGADDRESS: &2£8 ~~ ~ LA~d= PROJECT DESCRIPTION: ::P½S~--0A (A, TT; S'C/lc.~ ~ \ ~\.. ~~ ASSESSOR'S PARCEL NUMBER: _________ EST. VALUE: ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet H:IWORD\DOCSICHKLST\Bulldlng Plancheck Cldst Form (Generic).doc Please sele attached report of deficiencies marked ~ . ~ake necessary corrections to plans or specific ti~ for compliance with applicable codes and stahdards. Submit corrected plans and/or specifications to this office for review. By: Date: Name: V 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: A-4 1 Rev. 7114100 ) BUILDING PLANCHECK CHECKLIST SITE PLAN 1sr 2ND 3RD D D D 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets 8. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service D D D 2. Show on site plan: A. Drainage Patterns \ 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." 8. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. D D D 3. Include on title sheet: A. Site address 8. 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, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:IWORDIDOCS\CHKLSnBuilding Planchecl< Cklsl Fann (Genertc).doc 2 Rev. 7/14/00 l D D D D D D D D D D D D BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. _______________________ _ 4b. All conditions are in compliance. Date: _________ _ DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15,000, 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 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 $75,000, 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 and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:IWORD\OOCS\CHKLSTIBulkfing Plancheck Cklst Fonn (RIDDLE· HARVEY 7-12-00).doc 3 Rev. 12126196 I' I 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 p'Liblic 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 $31 O so we may pr~pare the necessary Future 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 Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. ·Future Improvement Agreement completed by: Date: D D D 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. · W~~ v~~\ \Ao-if~~~ D D D . RACING PERMIT REQUIREMENTS ~(Do'l.\3 fro~ ~'\/~~ ~ l'r,-~ Co..:ts5°"" s ~ D D D D D D The conditions that invoke the need for a -gr~din"g permit are found in Section 1 f 06.030 ·of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading qu1:1ntities (cut, fill import, export). 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.) f'.lc4-e_ ~ e lxA s~ s ~rls-~ k r(?_<A--._~ Generic 7·14-00),doc ~ S-~ ----------Rev 7/14/00 ) BUILDING PLANCHECK CHECKLIST 1sr 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 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'7Way 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: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices 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. 11. 0 Required fees are attached 0 No fees required 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. H:IWORO\DOCSICHKLSnBulldlng Plancheck Cklst Fann (Genertc).doc 5 Rev. 7/14/00 1sr D D D BUILDING PLANCHECK CHECKLIST • 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 worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify t~e 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 me.ter 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 ~ized 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 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 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 H:IWORDIDOCSICHKLSl\Bulldlng Plancheck Cklst Form (Generlc).doc 6 Rev. 7/14100 j } -1sr 2ND 3RD D D D D DD 12c. BUILDING PLANCHECK CHECKLIST 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 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: H:IWORD\OOCS\CHKLSnBulldlng Plancheck Cklst Fonn (Generic).doc 7 Rev. 7/14/00 PLANNINC/ENGINEERINC APPROVALS PERMIT NUMBER CB Oc -3 / {( RESIDENTIAL RESIDENTIAL ADDITION MINOR C < $10,000.00} PLANNER J rµ,L ENGINEER --------- DOCS/Misromi~lannlng Engineering Approvals DATE (/'-G-OL TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDINC DATE //-(JO~ DATE ------- Carlsbad Fire Department 023141 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 . Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: _1_01_24_/2_0_0_2 _______ _ Name: Sillman Wright Arch. Address: 7515 Metropolitan Dr. Suite 400 City, State: San Diego CA 92108 Plan Checker: Job#: 023141 ------- Job Name: Abtec Bldg#: CB023141 ----------------~- Job Address: 2728 Loker Ave. West Ste. or Bldg. No. IZI Approved LJ Approved Subject to LJ Incomplete Review FD Job# 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 and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 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 to this office for review and approval. 1st 023141 2nd FD File# 3rd Other Agency ID BURKETT & WONG Structural & Civil Engineers & Surveyors 3434 Fourth Avenue• San Diego, CA 92103-4911 DATE-OCTOBER 2, 2002 ENGINEER-MJH Tel: (619) 299-5550 • Fax: (619) 299-9934 JOB No. 8145A STRUCTURAL CALCULATION.$ FOR CARLSBAD CROSSROADS BUILDING E AT CARLSBAD, CA H. G. FENTON COMPANY INC. 7588 METROPOLITAN DRIVE SAN DIEGO, CA C~o2-s1CJ-/ "' )< DATE {~-PZ- ENGR Mel PROJECT C /t,Q$S M,ff/-? -- , (.,;;,' , ... ·· SHEET I i burkett --&wong JOB NO 71 '7'5(J4' structV<ol ' clvll engineers I / 'ZQ '>l/6 f "!J5Y-~17 f (}-t 'X__/ff, 'f')c @>) -t-s 'r-'fl "/( ?'i) /d,; /,t le 1-/, fJ s t-t, t? ~ i.f/(P {~lf 11!7~ /,JI <, /,'Jf r w ,~ t/-ii b r7 ~ ti$ if&> ~ lt?1/tJC · CY ., ../ IA~c b II=-~ ~ .ff-~ J117-'eJ l6~ > GEOCON INCORPORATED Project No. 05916-02-09 September 17, 2002 H. G. Fenton Company Inc. 7588 Metropolitan Drive San Diego, California 92108 Attention: Mr. Geoffrey C. Swortwood Subject: CARLSBAD CROSSROADS Gentlemen: BUILDING LOCATED AT 2728 LOKER A VENUE (BUILDING E) CARLSBAD, CALIFORNIA REMEDIAL FOUNDATION RECOMMENDATIONS In accordance with your request this correspondence has been prepared to present our recommendations to reduce the potential for continued foundation settlement within the southwest corner of the subject building. Several geotechnical reports pertaining to the Carlsbad Crossroads complex have been reviewed (see List of References). In particular, the Geotechnical Investigation report prepared by United States Testing Company, Inc., for Building Pad E, dated July 20, 1990, was relied on to provide a basis for the recommendations that follow. BACKGROUND A visual reconnaissance of Building E was performed by Geocon Incorporated in February 2001 as part of a purchase due diligence effort. -The reconnaissance suggested that the building is underlain by highly expansive fill soils and that soil movement may have adversely affected the southwest comer of the building. In late August 2001 the tenant of the building reported that a piece of concrete had fallen from the top of one of the concrete tilt-up panels along the west exterior wall. Geocon was notified and revisited the building on September 11, 2001. Our observations and recommendations were summarized in our correspondence dated September 17, 2001. Periodic settlement monitoring of the concrete tilt-up panels along the west side of the building was recommended and Stuart Engineering was retained to provide those services. Settlement points were monitored quarterly commencing October 24, 2001. Readings on February 1 and May 3, 2002 did not reveal any foundation movement; however, the subsequent readings on July 24 indicated that all of the monitored concrete tilt-up panels and adjacent exterior concrete flatwork had settled from 0.02 to 0.08 feet, or about 1 inch maximum. As a result of 6960 Flanders Drive • Son Diego, California 92121-297 4 • Telephone (858) 558-6900 • Fax ( 858) 558-6159 this relatively abrupt and significant movement during a period of no rainfall, the subsequent monitoring interval was shortened from 3 months to 1 month. The settlement readings on August 28, 2002 revealed that monitoring points 14 through 16 (southwest comer of the building) show continued movement while the remai~ing permits were essentially unchanged. It is our opinion that the settlement recorded· for points 1 through 11 on July. 24 and August 28; 2002, · is likely t~ be the result of a change in the bench mark· elevation subsequent to the May 3 readings. It is further our opinion that the cause of the settlement below the southwest comer of the building is consolidation of poorly compacted fill soil in close proximity to the storm drain pipe and manhole adjacent to that building corner. The triggering mechanism could be the infiltration of irrigation water for the landscaped area along the west end of the south side of the building into the storm drain backfill or the storm drain pipe may be leaking runoff into the adjacent fill soils. RECOMMENDATIONS 1.0 Underpinning 1.1 It is recommended that the exterior walls at the southwest comer of the building be underpinned with drilled piers that extend through the underlying fill soils and at least three feet into dense formational soil. The piers should have a minimum diameter of 30 inches and may be designed for an allowable end-bearing capacity of 10,000 psf. Additional capacity may be achieved by side friction of the pier for an embedment into fonnational soil greater than three feet. An allowable side friction value of 500 psf is recommended. It should be noted that the above design values take into consideration the potential for negative skin friction associated with continued settlement of the storm drain backfill. 1.2 The underpinning recommended above should generally extend from the southwest building corner about 70 feet in a northerly direction and 50 feet to the southeast. The actual location of the piers should be determined by the structural engineer. 1.3 A review of the previously referenced geotechnical investigation report suggest that the southwest comer of the building is underlain by about 35 feet of moist, grey-brown, silty, clayey, fine to coarse sand, which is in turn underlain by moist to damp, very stiff to hard, clayey silt of the Santiago Formation. It should be anticipated that the actual thickness of the fill soil below the southwest corner of the building may vary considerably from one pier locati~n to another. It should also be noted that ~he proximity of the storm drain pipe to the building may limit the acceptable locF1,tions for the drilled piers. Project No. 05916-02-09 -2-September 17, 2002 1.4 We recommend that temporary casing be on-site during drilling due to the proximity of the piers to potentially loose storm drain backfill. According to the information reviewed, the storm drain is at least 17 feet deep near the building comer. 1.5 Because a significant portion of the pier capacity will be developed by end bearing, the bottom of the borehole should be cleaned of all loose cuttings prior to the placement of steel and concrete. Experience indieates that backspinning the aug~r does not remove loose . material and a flat cleanout plate or hand cleaning is necessary. Concrete should be placed within tqe excavation as soon as possiple after the auger/cleanout plate is withdrawn to reduce the potential for discontinuities or caving. Borehole sidewall instability may randomly occur if cohesionless or uncompacted soils are encountered. If groundwater is encountered, it should be pumped from the boring prior to placement of concrete or a wet method of co~struction should be employed. Casing may be required to maintain the integrity of tb:e caisson excavation, particularly if seepage or sidewall instability is · encountered. : 1.6 All pier excavations should be observed by Geocon Incorporated to verify that the required embedment depth has been achieved and that the soil conditions do not differ significantly from those anticipated. 2.0 Interior Slab 2.1 It is recommended that a floor-level survey be performed for the interior slab in the southwest comer of the building. The results of the survey should be reviewed by the structural engineer to determine the extent of slab removal and replacement that shquld be performed. 2.2 Slab reinforcement and dowelling details should be provided by the structural engineer. 2.3 It should be noted that if extensive continued settlement of the subgrade soils beneath the interior slab occurs, cracking of the slab and objectionable floor surface distortions could result. 3.0 Landscaping and Irrigation 3.1 It is recommended that the landscape area within about 50 feet of the southwest building -· comer be removed and replaced with an impermeable surface. The existing courtyard could be modified and/or expanded to accomplish this. · Project No. 05 916-02-09 -3 -September 17, 2002 3.2 If decorative vegetation is desired, it should be placed in self-contained planters above the impermeable surface. 4.0 Plan Review and Monitoring 4.1 It. is recommended that plans for the underpinning and .landscape modifications be reviewed by Geocon Incorporated prior to .finalizing. 4.2 It is also recommended that monitoring of the settlement points be continued on a quarterly basis commencing at the end of October 2002. LIMITATIONS The information and recommendations contained in this correspondence are based on studies performed by others and on plans and drawings prepared by others. While we have no reason to believe that the studies, plans or drawings are inaccurate, we will not assume any liability or responsibility for their accuracy. It is expressly understood that in the interest of economy and expediting the foundation repair, H. G. Fenton Company Inc. (Owner) does not desire to perform subsurface geotechnical explorations to facilitate the preparation of the underpinning plans and specifications. If there are any questions regarding this report, or ifwe may be of further service, please contact the undersigned. Very truly yours, GEOCON INCORPORATED Th~t~ GE503 TVL:dmc (2) (3) (1) Addressee Burkett & Wong Attention: Mr. Michael Hayes Sillman Wright Arcl)itects Attention: Mr. RolWright Project No. 05916-02-09 -4-September 17, 2002 LIST OF REFERENCES 1. Foundation Investigation, Carlsbad Oaks Business Center, Lots 3-6, Carlsbad, Calif, prepared by San Diego Geotechnical Consultants, Inc., dated November 20, 1986. 2. Erosion Cen'tral Plans For: Phase I, Lots 3 thru 6 Per Map 10372 With Dolphin Ct., . Carlsbad Crossroads, C. T. 74-21;· Sheet 4,-prepared by HCH & .Associates~ City of Carlsbad approval date 3/16/87. 3. Geot~chnical Investigation, Carlsbad Crossroads, Building Pad E, Proposed ·Office Building, Carlsbad, Calif, prepared by United States Testing Company, Inc., dated July 20, 1990. 4. Carlsbad Crossroads, Phase II -Bldg_-F, G, H, I & J; Carlsbad, CA., prepared by American Engineering Laboratories, Inc., dated Feb. 6, 1990. 5. Interim As-Graded Soils Report, Carlsbad Crossroads Business Center, Phase II, Bldgs. F, G, H, I & J, prepared by American Engineering_Laboratories, Inc., dated Feb. 16, 1990. 6. Interim As-Graded Soils Report, Carl~bad Crossroads Business Center, Phase III, Bldg., E, prepared by American Engineering Laboratories, Inc., dated Sept. 5, 1990. 7. Site Reconnaissance and Structural Distress Inspection, 2734 Loker Ave. West, Carlsbad, CA., prepared by Construction Testing & Engineering Inc., dated March 19, 1999. 8. Carlsbad Crossroads, 2720 through 2738 Loker Avenue, Carlsbad, California, Geotechnical Due-Diligence Service, prepared by Geocon Incorporated, dated March 8, 2001. 9. Carlsbad Crossroads; Building#, 2728 Loker Avenue, Carlsbad, California; Consultation, prepared by Geocon Incorporated, dated September 17, 2001. Project No. 05916-02-09 September 17, 2002 :· . GEOCON INCORPORATED Project No. 05916-02-09 October 14, 2002 H. G. Fenton Company 7588 Metropolitan Drive San Diego, California 92108 Attention: Mr. Geoffrey Swartwood ; 1 Subject: CARLSBAD CROSSROADS GEOTECHNICAL CONSULTANTS BUILDJNG LOCATED AT 2728 LOKER A VENUE (BUILDJNG E) CARLSBAD, CALIFORNIA CONSULTATION. Gentlemen: In accordance with your request, this corresponden~e has been prepared to summarize our _ recommendations regarding the treatment of the proposed pad area to the rear of the subject building. These recommendations are intended to supplement those presented in our September 17, 2002 correspondence entitled Remedial Foundation Recommendations. With respect to the exposed pad area to the rear of the building, we recommend that the entire area be covered with 10 mil visqueen such that rainfall will drain at a slope of at least 1 percent to the existing area drains. The visqueen should be covered by decorative rock to protect it from tearing due to foot traffic. The edge of the visqueen farthest from the building should extend to the base of the berm at the top of the existing descending fill slope and should be "tucked" into an edge trench at least 12 inches deep. Recommendation 3.1 of the September 17, 2002 correspondence should apply to an area at least 20 feet from the building wall and may consist of visqueen covered with decorative rock as recommended above. It should be noted that in either case, it is important to establish a relatively smooth subgrade surface that provides positive drainage to the area drains. The visqueen should be taped tight to the area-drain inlets. Similarly, sheets of visqueen should overlap at least 12 inches on the upslope side and should be taped to provide a watertight surface. In addition, the visqueen should not be placed along the rear of the building until the existing earth shrinkage cracks have closed. This can be accomplished by periodically sprinkling the exposed ground surface until crack closure occurs or by waiting for sufficient rainfall to close the cracks. If there are any questions, or if we may be of further service, please contact the undersigned. Very truly yours, GEOCON lNCORPORATED !~~ GE503 TVL:dmc (3) Addressee (1) Sillman Wright Architects Attention: Mr. Rod Wright 6960 Flanders Drive • San Diego, California 92121-297 4 • Telephone (858) 558-6900 • Fax ( 858) 558-6159 10/31/2002 15:38 858 ... 558-6159 GEOCON lNCORPORA'l'E:0 ProjeotNo. 05916-02-09 October 31, 2002 H. G. Fenton CQmpany 7588 Metropolitan. Drive San Diego, California 92108 Attention; Mr. Geoffrey Swartwood GEOCON INC Subject: CARLSBAD CROSSROADS, B'(.)Jl,DING E 2728 LOKER AVENUE CARLSBAD, CALWORNlA REVIEW OF FOUNDATION PLANS Gentlemen: PAGE 02/02 •• In accordance with your request we have reviewed the fow1dation plans (Sheets S-1 through S-3) prepared by Burkett & Wong dated October 31, 2002 for the underpinning of a portion of the subject building. The puzpose of our review was to determine if the recommendations of our repo11 dated September 17, 2002 (Prnject No. 05916-02-09) have been properly incorporated into the plans and specifications. Our review indicates that the plans and specifications have been prepared in substantial conformance with our recommendations. lf there are any questions or if we can be of further service, please contact tbe undersigned. Very truly yours, GEOCON INCORPORATED jl.17/,~~~~ A Thomas~ GE503 TVL:dlj (3) Addressee (1/fax) Sillman Wright Architects Attention: Mr. Rod Wright 6960 Flo~d~rs Driva • $cm 01ag0, Col!lornla 92121-2974 • Tefephorie 1858) 558-6900 • Fox (858) 558-61!19 ,. ,. • ·'I OWNER H G Fenton Company 7588 Metropolitan Drive San Diego, CA 92108 Tel: {619) 400-0120 ARCHITECT I Sillman Wright.Architects_ . . ·7515 Metropolitan Drive, Suite 400 San Diego, CA 92108 Tel: {619) 294-751 1 5 STRUCTURAL ENGINEER Burkett & Wong 3434 Fourth Avenue San Diego, CA 92103 Tel: {619) 299-5550 SOILS ENGIEER . j Geocon; Inc . 6960 Flanders Drive San Diego, CA 92121 Tel: {858) 558-6900 \ Project Number: 05916-02-09 2. 3. 4. 5. 6. 7. 8. 9 . I I _fj ' '-·~ I ! PERMIT SHEET SCHEDULE ; -'•· i:5 "" Sheet No. Sheet Description Building Settlement Repair T Title sheet I site plan -------- To Building E _ S-1 General}wt~s ~A _ · S-2 .,-7 undc(tiQii)~l~n. · sheet 2728 Loker Avenue, Carls~C~1 •• \ s-3 a ~\da~a, fl T H G Fenton Company /~~ 0;dJ ~ ~ ~ .• - 1 ~, 2 ITEMS REQUIRING SPECIAL INSPECTION, CONTINUOUS INSPECTION Sl-tALL !3E PERFORMED !3Y QUALIFIED SPECIAL INSPECTORS RETAINED !3Y OHNER AND APPROVED !3Y THE BUILDING OFFICIAL TO ACT AS A SPECIAL INSPECTOR FOR THE FOLLOWING, (SEE ALSO NOTES a, b, c and 9 !3ELOH). NO. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION, REMARKS, ETC. ALL CAST -IN-PLACE CONCRETE EXCEPT CONCRETE SLABS ON GRADE 13A I VERIFY SOIL CONDITIONS CONFORM HITl-l SOILS INVESTIGATION REPORT 138 FOUNDATION EXCAVATIONS * WHEN WELDING 15 DONE IN AN APPROVED FABRICATORS DESIGN STRENGTH f'c = 4 ksi (MIN.) SHOP, SPECIAL INSPECTION 15 NOT REQUIRED. EXCEPT MOMENT FRAMES. a. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED !3Y CHAPTER 17 OF Tl-tE UNIFORM BUILDING CODE. SPECIAL INSPECTION 15 NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. SPECIALLY INSPECTED WORK Hl-llCH 15 INST ALLEP OR COVERED HITHOUT THE APPROVAL OF T!-lE CITY INSPECTOR 15 SUBJECT TO REMOVAL OR EXPOSURE. b. CONTINUOUS INSPECTION 15 ALNAYS REQUIRED DURING THE PERFORMANCE OF THE V'IORK UNLESS OTHERHISE SPECIFIED. c. THE SPECIAL INB.PECTOR MUST BE CERTIFIED BY THE CITY OF CARLSBAD TO PERFORM THE TYPES OF INSPECTION SPECIFIED. d. IT 15 Tl-IE RESPONSIBILITY OF Tl-IE OWNER TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY HORK TI-IAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION 15 SUBJECT TO REMOVAL. e. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO Tl-IE FIELD INSPECTION DIVISION. f. AN APPLICATION FOR OFF-SITE FABRICATION MUST BE SU!3MITTED TO THE FIELD INSPECTION DIVISION FOR APPROVAL PRIOR TO FABRICATION. 9. A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION MUST BE COMPLETED AND SUBMITTED TO Tl-lE FIELD INSPECTION DIVISION PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. -----~-------.....-.~~---~---,-~-~~ -~---~--~---~---~--- ~ ,., C.OPYRIGHT @ 2002 BURKETT 4 V'IONG ENGINEERS: GENERAL: 1. THE CONTRACTOR SI-IALL VERIFY ALL DIMENSIONS !3EFORE STARTING HORK AND NOTIFY Tl-IE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. 2. SPECIFIC NOTES AND DETAILS ON THESE DRAWINGS SHALL TAKE PRECEDENCE OVER TI-IESE GENERAL NOTES AND THE TYPICAL PET AILS ON THIS SHEET. 3. WI-IERE NO CONSTRUCTION DETAILS ARE SI-IOWN OR NOTED FOR ANY PART OF THE HORK± Tl-IE PET AILS USED SI-IALL BE THE SAME AS OTHER SIMILAR HORK. 4. WI-IEN A DETAIL 15 IDENTIFIED AS TYPICAL, Tl-IE CONTRACTOR 15 TO APPLY THIS DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION "'11-!ETI-IER OR NOT Tl-IE REFERENCE 15 REPEATED IN EVERY INSTANCE. 5. ALL WORK SI-IALL CONFORM TO Tl-IE 1'3'38 EDITION OF THE CALIFORNIA !3UILDING CODE AND OTHER REGULATORY AGENCIES JAIHO MAY I-IAVE AUTI-IORITY OVER Tl-IE HORK. FOUNDATION: 1. CI-IARACTER OF FOUNDATION SOIL: SEE SOILS REPORT BY: GEOCON INC. PROJECT NO. 05'316-02-0'3 DATED SEPT. 17, 2002 2. DRILLED PIER FOOTINGS SHALL BE EMBEDDED 8' INTO FORMATIONAL SOIL. PIER CAPACITY VARIES V'l/ DEPTH -* EMBED. 3. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE Tl-IE BUILDING OFFICIAL IN HRITING THAT: A THE FOUNDATION EXCAVATIONS, SHALL COMPLY NITl-t THE SOILS REPORT AND APPROVED PLAN. 4. CONTRACTOR TO REMOVE SPOILS FROM CAISSON I GRADE BEAM HORK TO OFFSITE LOCATION AS DETERMINED BY Tl-IE CONTRACTOR. CONCRETE: L CONCRETE SI-IALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS: A GRADE BEAMS, FOUNDATIONS ...................... , .......................... 4000psi. 2. NO FIFES OR DUCTS 51-!ALL BE PLACED IN CONCRETE COLUMNS, V'IALLS, OR SLABS UNLESS SPECIFICALLY DETAILED. 3. REINFORCEMENT 51-lALL BE SECURELY SUPPORTED IN POSITION PRIOR TO PLACING CONCRETE. 4. WALL AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING. U.O.N. !:>. SPLICE CONTINUOUS REINFORCING HITl-l 36 DIA OR 2'-0" MIN. LAF U.N.O. SPLICES SHALL BE STAGGERED AT LEAST 24 INCI-IES. 6. TYPICAL CONCRETE COVERAGE OF REINFORCING: CONCRETE CAST AGAINST EARTH,------------------------3" EXPOSED TO EARTI-1 OR HEATHER-l<b AND LARGER-------2" -ll5 AND SMALLER------! 1/2" UNEXPOSED COLUMNS, BEAMS, 4 GIRDERS: ---------------1 1/2" UNEXPOSED SLABS: -------------------------------------1" WALLS (INTERIOR), ---------------------------------------I" 7. REINFORCEMENT SHALL COMPLY WITI-I A.S.T.M. A61B, GRADE 60. <A70b 'al WELDED REBAR) B. CEMENT SHALL COMPLY WIT!-! AS.T.H. Cl50, TYPE I OR II, FLY ASI-1 MAY BE INCLUDED IN H/C RATIO UPTO A MAXIMUM OF 15% BY WEIGi-iT OF CEMENT U.O.N. ~. HELPING SI-IALL COMPLY V'IITI-1 U.B.C. STANDARD NO 20-!3. V'IELPING OF STIRRUPS, TIES, INSERTS OR OTHER SIMILAR ELEMENTS OF LONGITUDINAL REINFORCING !3ARS SI-IALL NOT !3E PERMITTED. 10. WELDED WIRE FABRIC SHALL COMFL Y WITH A.S.T.M. AB!:>. ;, .. : ... b&w(I} mlS<l.~ \ l'ISVISIONS, 1N01 ~TE nt 11 1,,1~ I 11 11§ en c• c<~ <C0c, mccz Cl)C/)_ N 0, CJ (.) 0 Cl) Q) :a C CJ en t CJ ..JC/)C =€ CCQ..J .e <Ccc5;,; ~oom;,; ti i ~ g_ • • •••••• • • • •••••• • ••• .. ·-.. . ~ ···< Q) C: ::s en ~ • •• f ... • w .. ~ • • •• Q) E. 0) iJi Q) ··r-= • .::l ... .., ~ (/) ... ~ .. w w1-··· ~ • !9 • -··z . g .. w O ..!:: • • en ~--C,z • 1j g, ~ ...... 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"I \ ;i --7 SAND ~EXISTING FOOTING JACK PANEL INTO POSIT[ ON (SEE TABLE) 4-110 CONT. *3 TIES 1v 10" O.C. 2'-0" HIDE JACKING 1--lAUNCl--l 3-#5> 1--!AIRPINS @ 10"0.C. ~---i-r--EPOXY 2-#5> DOHELS INTO 3/4x0" 1--!0LES INTO EXISTING FOOTING@ 10" O.C. 1:v EAC!--1 COL 2'-0" EXISTING SLAB ON GRADE DIA. CAISSON PITC!--1 0° TO 0 ° TO INSIDE AS REQ'D TO AVOID PIPES BELOJA! CLEAN BOTTOM OF .., ,,. • //~ 2'-0"4' CAISSON / / INSPECT PIPE FOR DAMAGE AND ACCURATELY LOCATE PIPE TO AVOID HI--IEN DRILLING CAISSONS NEH FOOTING / / / / / / / / / / / / / / / / // / // ,// / / // / / / / / / / / / // // 2'-0",i, cA1sso7 / / / / // ,,/ ,/ / / / // / ,/ /',,/\ / / / / / / / JACKING HAUNC!--1 ,(( // / //, ( / / / I I EXISTING PANEL ~ // I I/ r ACKING 1--!AUNCH } I I ~ CAISSON TO ENSURE 1/ FULL BEARING (Di1--! ---------------------------j b&w{I) t-+-------H ..- t-t------+-1 "<t' t-t-------1--1 ~ I t--+-------l-1 ~ .......... ______ J....I ..... 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