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Home My WebLink About2458 UNICORNIO ST; ; CB062286; Permit- City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-28-2006 Miscellaneous Permit Permit No: CB062286 Building Inspection Request Line (760) 602-2725 Job Address: 2458 UNICORNIO ST CBAD Permit Type: MISC Subtype: REPAIR Status: ISSUED Parcel No: 2152600600 Lot #: 0 Applied: 08/10/2006 Valuation: $0.00 Entered By: RMA Reference #: Plan Approved: 08/28/2006 Issued: 08/28/2006 Project Title: PALAY RES-REPAIR/UNDERPINNING Inspect Area: OF SLAB-CITY OBSERVES ONLY-NO GUARANTEE OF FIX Applicant: Owner: GEISSLER ENGINEERING ' PALAY SUSAN B STE 101 2458 UNICORNIO ST 2533 S HWY 101 92007 CARLSBAD CA 92009 760 633-4252 Miscelaneous Fee #1 PLAN CHECK FEE $100.00 Miscelaneous Fee #2 BALANCE-ESGIL FEE $80.00 Additional Fees $0.00 TOTAL PERMIT FEES $180.00 Total Fees: $180.00 Total Payments To Date: $180.00 Balance Due: $0.00 ri. FINAL APP Inspector:IU Date: .k.,/ 7VAL Clearance: NOTICE: Please take NOTICE that approval of your project includes the imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions. You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any 12 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 FORd ti$vO8/lO/2OO6 001 32 PLAN TS 2.2J EST. VAL. Plan Ck. Deposit WOE Validated By Date PROJECT INFORMATION 4sg LJ k3 i c b si— ca as (Include Bltfte #) Business Name (at this address) LA CCJTA iôs CJAJIT I Lot No. Subjvislon Nam e/Number ' Unit No. / Phase No. Description .I5 — '2e(ô 'c,'OO isor's Parcel # Existing Use op2 Proposed Use iptlon oflJork SQ. FT. # of Stones # of Bedro ms CONTACT PERSON QLdifferent from applicàM________________________ -go __ MAC !Lr r-•- rw In 7 Address IF City Statso Telphonei To a Total # of units # of Bathrooms LV (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 Contractors 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 alle ed exemption. Any violation of Section 7031.5 by Dy,applicnt fora permit subjects the applicant to,,a civil penal d?'not more than fl hundred dollars [$500 M. '7CL2 . JO, - - Address ' City State/Zip License &'J (,'/S 70 Licenje Class A - - City Bup License # - a - lenr Name Add rè,s - City State/Zip Telephone # State License # 'C... L6WORKER'SCOMPENSA1'ION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. JA I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is Issued. My worker's compensation insurance carrier and policy number are: j Insurance Company 5[ 4t4j) _ _ 17.j c Policy No. I 3 SD1'. - frO (, Expiration Date _41i/_If_CD (THIS SECTION NEED NOT BE COMPLETEB IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) a CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dolIars($100,000)jgdd/lon to the pat of compensation, damages are provided for in Section 3706 of the Labor Code, interest and attorney's fees. SIGNATURE r DATE 9_#tiQ 1004 I hereby affirm that I am exempt from the Contractors License Law for the following reason: i, as owner of the property or my employees with wages as their sole compensation, will d the work and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not Intended or offered for sale. If, however, the building or Improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors 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: I personally plan to provide the major labor and materials for construction of the proposed property improvement, 0 YES 0 NO I (have/have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address/phone number! contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address phone number / /ontractors license number): 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 WHITE: File YELLOW: Applicant PINK: Finance 1 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 [COMPLETE THIS SEC11ONFOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES 0 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 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. agency for the performance of the work for which this permit is issued (Sec. LENDER'S NAME LENDERS ADDRESS I cedity 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 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, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is requited for excavations of 50' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit 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 permit is not commenced wIthin 180 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 I' 180 days (Section 106.4. Uniform Building Code). 45 APPLICANTS SIGNATUREA ." () '.-) DATE WHITE: File YELLOW: Applicant PINK: Finance I - Inspection List Permit#: CB062286 Type: MISC REPAIR PALAY RES-REPAIR!UNDERPINNING OF SLAB-CITY OBSERVES ONLY-NO GUA Inspector Act Comments 06/01/2007 19 Final Structural PY Fl 05/08/2007 12 Steel/Bond Beam PY AP L&4 05/02/2007 11 Ftg/Foundation/Piers PY AP S & V FTG 05/02/2007 34 Rough Electric PY AP SUMP PUMP 05/01/2007 11 Ftg/Foundation/Piers PY NR 05/01/2007 12 Steel/Bond Beam PY NR NO ONE THERE 8:30 05/01/2007 34 Rough Electric PY NR 04/12/2007 11 Ftg/Foundation/Piers PC WC 64/12/2007 31 Underground/Conduit-Wirin PC AP SUMP PUMP ELECT. AROUND FOUNDATION 04/09/2007 11 Ftg/Foundation/Piers PC PA PIER FTG Q. 04/09/2007 12 Steel/Bond Beam PC PA 03/27/2007 12 Steel/Bond Beam PY PA FTG P & R 03/08/2007 11 Ftg/Foundation/Piers PY AP 03/08/2007 12 Steel/Bond Beam PY AP T.P. AND PIER T 12/11/2006 11 Ftg/Foundation/Piers PC PA 12/11/2006 12 Steel/Bond Beam PC PA 11/30/2006 11 Ftg/Foundation/Piers JM PA SEE CARD 11/21/2006 11 Ftg/Foundation/Piers PY PA N.O. & K FIRST POUR 11/21/2006 12 Steel/Bond Beam PY PA P I & J CORBEL POUR 11/06/2006 11 Ftg/Foundation/Piers PY AP FTG P I AND J. FIRST POUR 10/26/2006 11 Ftg/Foundation/Piers PY AP G - B TP1 1 F SECOND POUR 10/19/2006 11 Ftg/Foundation/Piers PY AP T P 9, C, A, E 10/12/2006 11 Ftg/Foundation/Piers PC PA 6 - PIER FTGS 10/12/2006 12 Steel/Bond Beam PC PA SEE CARD ON SITE FOR LOCATION 09/29/2006 11 Ftg/Foundation/Piers MC PA FIRST POUR ON D,E,F,G, TP LO, TP1 I AND TO 12. RE-CHECKED TP 14. 09/29/2006 12 Steel/Bond Beam MC PA 09/20/2006 11 Ftg/Foundation/Piers PY PA FIRST POUR ON A, B, C, 14, 15, 8, AND 9 Monday, June 04, 2007 Page 1 of I A BVNA, Inc. Company ,v, 0 TestingEngirèers -San Diego 7895 Convoy Court, Suite 18 U Phone: (858) 715-5800 San Diego, California 92111 Fax: (858) 715-5810 ..... I1TI1IJ IkIflf TI#M ØCDIIDT ._. ) - •. uI.r n nr%m. [ject Name -'t4..1--/(. '' Date Project Location '5'.'t - .-,-i ..' ('.-:5 L' I.A (' i.t Time Arrived Contractor ._'-4I "7 t ..c.,_- Time Departed Building Permit # Plan File # OSHPD # Field Report J Notice to Comply NC # Date Cleared lt Concrete ,' Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant 0 Anchors 0 Masonry 0 Soils 0 Foundations 0 Welding 0 Bolting 0 Fireproofing 0 Metal Decking - - 0 Other ________________________ Weather____________________ Man Power Documents Referenced 0 Soils Report 0 Plans Date 0 Specs. Date 0 RFI # Type of Equipment Used - Calibration Dates - M tuCount _- GTyp -_ cGage #---------_-_- 4 txw *.____-.--._ - - 'I (.1 _ __ A k' cL, ,,4 cA (-SO 2,— _ye[-'E012v , 4 : /-ki. This Work 0 Was 0 Was Not The Work Inspected Met 0 Did Not Meet the Requirements of-thbocuments. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with _ (Met 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: DSA Regional Office: Structural Engineer -_-r (_P1_-j-'i'f_sf _- School District: C' Inspector of Record: 3(_1A_\_'k._l- certification #i Exp. Date ST)_ Inspector's Signature Approval signature/Name! çi Reviewed by Cooy_to: Architect Structural Engineer - - Project Inspector - DSA Date Reviewed Name V, # (1... LW - Date_____________ w CHRISTIAN WHEELER. ENGINEERING DAILY RRPflRT Project Name PCj1( 2tsOdv (ct_ Prolect# 2 o; o) Project Address Q 4-T5 . Permit # Plan File # Contractor C e s S t E' Architect Subcontractor Engineer BReinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors Shop Welding 0 Field Welding 0 Fireproofing 0 Material/Equipment. CoAc4c. m : C c o 01 9- Weather: 4rcI e4 Tv'- A 6 I GCLO Date Time Arrived: / & p V.. Time Departed: 2... Hours Charged: 4. \Y\sck;w ci2OG Si al 'V 14 o Ge - yLA. TWA L coa Co. - g c Or 6&V O w 4 y E n - *e i,fll9ath pkir! QI A moarjo&nleA COnsDrè4i.' 04 cM - Concce.. 1v#s CDCC.C? 'p)!ii j... c444 açtAL d (Q-^%X3,,,.\-e 5w &',&J esjs w4 #_e - plans specifications. Unless noted otherwise, the wo 7 ed ' 2j Date the best of my knowledge, in compliancU erint naturi Inspector/Technician's Signature -1 # ECik IC L Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 0,1- 0-~- C" b ba_c~ - w CHRISTIAN WHEELER ENGINEERING DAILY REPORT Project Name p # 3 Project Address '14 S Un' Cor Permit miit# 080 I Plan File # Contractor 2 € i sst& Architect Subcontractor Engineer Ge.s Ste r E In%. El Reinforced Concrete 0 Pre-Stressed Concrete Shop Welding 0 Field Welding 0 Reinforced Masonry 0 Fireproofing 0 Epoxy Anchors 0 Material/Equipment: Cocc€c t't syt C 3 4.3 oo I S ftz Zt Sbol7si q torn Ct" T'4 YSi#. 'fl jj Weather: Date Time Arrived: / Time Departed: Hours Charged: 4 , S-z-1 )€Cj\ Swc*iLy",%t4uv't#- -f '- Cu(. MQriIc c S'oo5% Corc T% k' COCIc€ Cis pia L 44' WtOtvWM ±.)W4j1 qv& fpitcs V 40 c6re 4-c54 S9ecir g 'Ch res#s Lt \rKr& ° W14 Lr-t 4P . L'2j5f Ct LIC.Q. L AcrS CbnSoc o_ y 11€jli Spc _____ Unless noted otherwise the work rved is to the best of my knowledge, in compliance with the appseved plans and specifications. ZO° / Inspector/Technician's Signature Reg. # Superiuen ent's Signbtu Date UL Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 ,lTesting Engineers - San Diego fa \ A BVNA, Inc. Company San Convoy Court, Suite 18 an Diego, California 92111 '828 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Project Name ,'!t L/.t Project Location q - DSA File # DSA APPLICATION III Client P.O. SI NTP U PROJECT U -é Time Arrived I -é.- 7- Contractor I S 'Z 1. /AJ / t).C( / ; g, Time Departed Building Permit U ( ( ()(, -' - I.' Plan File U OSHPD U Field Report 0 Notice to Comply NC U Date Cleared Concrete U Reinforcing Steel U Pre-Post Tensioned Tendon J Batch Plant D Anchors 0 Masonry 0 Soils 0 Foundations 0 Welding 0 Bolting 0 Fireproof ins El Metal Decking 0 Other _________________________ Weather Man Power Documents Referenced 0 Solt Report 0 Plans Date 0 Specs. Date C] RFIU __________ U Codes Type of Equipment Used _I(A $LLI?_tm P_107714 (11)4) ACA '.Il 1ft'fA_TX. Calibration Dates pñftyoUnt /oisture Count 54 2E_-& Gabe - $ - - ffliiT / 9. ;s- This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. I CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with ,'et 0 Did Not Meet. the approvd plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: ______________________________ DSA Regional Office: Structural Engineer ( ______ iss Ltii School District: Inspector of Record: (I_17'_ OF. _C.4ILS&4 P. Certification UI Exp. Date _-,t- _SZS I ?_- Inspector's Signature ,—/&M(C Inspector's Name V._/.-rJi1,4' T __ . Date 3i/ /e 7 I I ________ ate Reviewed Reviewed by Approval signature / _ Copy to: Architect Structural Engineer Project Inspector DSA 1. 0 0 Testing Engineers - San Diego A BVNA, Inc. Company 7895 Convoy Court, Suite 18 San Diego, California 92111 ' Phone: (858) 715-5800 Fax: (858) 715-5810 - CONSTRUCTION INSPECTION REPORT DSA File ft DSA APPLICATION ft Client P.O. # NTP ft PROJECT ft Project Name i-- Date _1/ I/O ~ Project Location T'LI4' /S \/\ ('.t 2 (\cz-; —! 1'44 limeArnved______________________ Contractor (1&? S5! i 'r Time Departed Building Permit #C 3 - ()G-22 53, C. Plan File# ____________________________ OSHPD# Field Report D Notice to Comply NC ft Date Cleared F1 Concrete Reinforcing Steel 0 Pre-Post Tensioned Tendon Batch Plant C] Anchors 0 Masonry 0 Soils El Foundations E] Welding 0 Bolting 0 Fireproofing 0 Metal Decking C3 Other ________________________ Weather____________________ Man Power_____________________________________ Documents Referenced-- 0 - Soils Report - 0 Plans Date 0 Specs. Date - .......- ............0 - RFI # . . 0 Codes Type of Equipment Used ________________________________________________________________________ Calibration Dates - Density-Count —.Moisture.Count.GageJype . Gage# .. . ft -________imm___ ZZ ell 1,—.' \ / k ..t_...( (. \,-_ , .4.. ..4 . This Work 0 Was 0 Was Not. The Work Inspected E#lffet 0 Did Not Meet the Requirements of the QDocuments. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. ,_.Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. JTWIC ATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with e Did Not Meet. CATION plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: ___________________________________________ DSA Regional Office: Structural Engineer: ( ç /.Q_s' School District: Inspector of Record: (' ,( C' c.--- 1 J. Certification #1 Exp. Date Inspectors Signature Approval signature / Name Company Reviewed by CODY to: Architect Structural Engineer Project Inspector .........DSA. - .......... ................. Date ..W., - CHRISTIAN WHEELER, ENGINEERING DAILY REPORT Project Name Project # z 7 8 ProctAft Permit # 1Plan File # Cant Architect Subcontractor NSReinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors hop Welding 0 Field Welding 0 Fireproofing 0 Material/Equipment Oh%( Weather: Date Time Arrived: / Time Departed: / O Hours Charged- "7PO4e#.i... ___GA4Ji4 'M 7 ZZc a2s. €O K. Unless noted otherwise, the work observid is, to the best of my knowledge, in compliance wiE the op ed plans and specificdfns. a41v Ice," f7A_V, O'V 49,70 Ins hnicia& na Reg. # iperintendZ1ë hire Date Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 I "I W CHRISTIAN WI IEELER F. N G I N IF. R I N (. I) 't 11\' RI1'URT Project Name N • Project # -- Project Address ! -. J Permit # . Plan File I — - _ikQ. Contractor - Architect -. Subcontractor - ------- C) Engineer - I Ii 0 Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry .Eoxy Anchors 0 Shop Welding 0 Field Welding 0 Fireproofing Material/Equipment: irvifv) — . -. -•. I Weather: _ ,,.. '4 1 Dote Time Arrived: -. - Time Departed: ' Hours Charged: A)S td' ••C4(7' __4( _ <h_,_ —c;------ j\r 2sAI.Jk • ___ /AJ,r k7 -:OA A&d 4 --- — 5 1 V A I* pit M4 --- Li) A-kLd' ti)i7r1 i yh/ J$t,, — 96'4 f )')i'i /'L( ii0i1 'sig -i./ - 2,2;-- Ule noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. 4jr 17 in lnspct r/Technicians Sigotsre 4t\/ Reg. Superinten • , Sigre I tote / '//i1,4i?- .... Inspector/Tec uciantPrint or Type) 96-9760 + FAX 858-496-9758 Project Name Pnitlnt5tflfl ;;;- Building Permit # C /' .2- 2 a Plan File # Field Report 0 Notice to Comply NC # Concrete j Reinforcing Steel 0 Anchors 0 Masonry o Welding 0 Bolting Other 1) ty)/ Weather_______ Documents Referenced 0 Soils Report El Plans Date 0 Specs. Date Tvna of Fouloment Used Time Arrived Time Departed OSHPD U Date Cleared o Pre-Post Tensioned Tendon 0 Batch Plant o Soils Foundations o Fireproofing 0 Metal Decking - Man Power RFI# El Codes - Calibration Dates 0 Testing Engineers- San Diego 0 BLINA, Inc. Company 7895 Convoy Court, Suite 18 San Diego, California 92111 1826 Phone: (858) 715-5800 Fax: (858) 715-5810 ------- INSPECTION REPORT DSA File # DSA APPLICATION # Client P.O. if NTP if PROJECT U (1 - 4. C... " I i i' i / I . —" " LI iJ 1' .,-A i - —.1. This Work 0 Was 0 Was Not The Work Inspected 81Iet 0 Did Not Meet the Requirements of the DDocuments. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. - Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with Met Did Not Meet etVc approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: Structural Engineer: Inspector of Record: Inspector'i Signature I Approval signature /.Nam / Company Reviewed by Copy to: Architect Structural Engineer Project Inspector DSA I c- DSA Regional Office: School District: Certification U/ Exp. Date .S1) 4/ Ins ctor's Name (fr Qil) Date_1L2 i Date Reviewed DSA File # DSA APPLICATION # Client P.O. SI NTP# PROJECT # Date_________________ Time Arrived Time Departed OSHPD SI Date Cleared El Pre-Post Tensioned Tendon El Batch Plant El Soils [l.oundations El Fireproofing El Metal Decking — Man Power RFI SI -------- El- codes — Calibration Dates - - - 0 .4 0 Testing Engineers- San Diego A BVNA, Inc. Company 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 ME CONSTRUCTION INSPECTION REPORT Project Name '(L tu ' !. t.fr c-c Project Location 7 '( 5 -' )r,*.c r 1 Contractor (7('t.S i'' ( Building Permit # _______________________________________ Plan File # Iild Report Notice to Comply NC # El Concrete i:i Reinforcing Steel E] Anchors El Masonry E] Welding El Bolting El Other ________________________ Weather_______ Documents Referenced El Soils Report El Plans Date - 0 Specs. Date Type of Equipment Used .._-- ..Mr-00t- Ga __ RrçtL r,'+iAc1 2c am ME . : '4 This Work Nas 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with o ee Met t 0 Did NOtM t. the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: DSA Regional Office: Structural Engineer: ___________________________________________ School District: Inspector of Record: -. Certification #1 Exp. Date gt, Inspector's Signature 4711,411A Inspector's Name L Approval signature / Name / Company JJ f. Date_____________ 1'. Reviewed by Date Reviewed Copy to: Architect Structural Engineer Project Inspector DSA - fç, I Testing Engineers - San Diego 10 A BVNA, Inc. Company San Convoy Court, Suite 18 an Diego, California 92111 1828 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Project Name ,L'/-/ '/L 4 IL 'si 7c.t f( r- Project Location Contractor Building Permit 41 (A 0 ' .Z.3 ( Plan File 41 Q-Field Report U Notice to Comply NC is I3"Concrete i:i Reinforcing Steel 0 Anchors 0 Masonry U Welding U Bolting El Other ________________________ Weather_______ Documents Referenced 0 Soils Report [3-4nans Date 0 Specs. Date Type of Equipment Used DSA File SI DSA APPLICATION SI Client P.O. SI NTP SI PROJECT# C3L/7 Date ()'if 1/(17 Time Arrived :3.- ___________ Time Departed OSHPD SI Date Cleared E] Pre-Post Tensioned Tendon U Batch Plant El Soils U Foundations U Fireproofing U Metal Decking - Man Power U RFI 41 0 Codes Calibration Dates - - -- OUnI Mrt&Thk.,, _-- -,--'-'_I -- (') JJJ T4- LI F' C This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with 3-?i0 Did Not Met the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: ________________________________________ DSA Regional Office: Structural Engineer. cc LL,.&. £._/9 School District: Inspector of Record: Certification 41/ Exp. Date Name l;/7Z,/ I. 11 ... _______ Date___________ Reviewed by - Date Coov to: Architect Structural Engineer Project Inspector DSA . W CHRISTIAN WHEELER. ENGINEERING DAILY REPORT Project Name Project # r A- A-7 Project Address Permit Contractor' -r Architect L7 Subcontractor Engineer M einforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry hop Welding 0 Field Welding 0 Fireproofing Moterial/Equp,ent: 2 P. ,.. - - 4,tli C 4 IA Date Time Arrived: Time Departed: / 'P Cii Epoxy Anchors 'ci 34'3/-lYi Z Hours Charged: 7i j t- qc IS C to the best of my in compliance with the Signature 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 0 Testing Engineers - San Diego A BVNA, Inc. Company b 7895 Convoy Court, Suite 18 San Diego, California 92111 7829 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT DSA File # DSA APPLICATION # Client P.O. # NTPJ !RJECT# Project Name j.4L\1L 1cleagLAC Date o 7/711 Project Location Z!'1 _0A/,t.Y4L4/i0 ,C.i_L8d Time Arrived Contractor _____________________________________________________________________________________ Time Departed Building Permit # C#3oc. Plan File #_________________________________ OSHPD # [3-Field Report 0 Notice to Comply NC # Date Cleared 0 Concrete - I_ Reinforcing Steel .0 Pre-Post Tensioned Tendon 0. Batch Plant Anchors Masonry 0 Soils 0 Foundations .:... .D Bolting 0 reprooflng . . 0 Metal Decng -. Jtt_'_'-''ManPower_• __'_- DOther ".-_Weàther - Documents Referenced 0 Soils Report 61 Date 0 Specs Date__________________ DThI #___________ 0Cles Type of Equipment Used _A. .(4....L. _- calibration Dates ..-_. ,- ... r: - _-,,-- -- .. -• S This Work 0 Was.DWas Not - The Work Inspected. 0 Met 0 Did Not Meet the Requirements of the DSA Documents. - Inspected, Tested, and Sampled iñAâórJance With . -. The Work Tested -D Met 0 Did Not meet the Requirements of the DSA Documents. - -. Requirements of the DSA Approved Documents. . - The Work Sampled - 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed wórk unless otherwise stated, is in Conformance with - . b 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. . .. : - . Cc: Project Architect: ._._- DSA Regional Office: . Structural Engineer _ * i - School District: ._._- Inspector of Record:__- Certification # /-Exp. Date _ q.o Inspector's Signature - . Revkdb.-_ Cony to:-. Architect -, --Structurà! Engii Date Reviewed Date 'S w CHRISTIAN WHEELER ENGINEERING r' A T T W fl fl fl fl T Project Name I Project # - 2X r)7- 3 Project Address I Permit # Plan File # Contractor .. ccecL 1 Architect Subcontractor Engineer o Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry Epoxy Anchors 0 Shop Welding 0 Field Welding 0 Fireproofing 0 Material/Equipment: - Weather. C. —Dote--- --TimeArrive-, I. '. --i--- -Time Departed:— -—Hours Charged: IM -P OR --- --.- _,- -fi — — '4rOTc_ p13 L4m,, J i t - S / b 4-6 #- _ Aj /c_&L Unlosrnotod otherwise, the rk ob e is, to the best of my knowledge, in comphancewalc___r°h°rn b;JVQ _72/5 Inipóctr/Technlc n rint or Type). 1 - DA — 4925Mcrury Street + San Diego, CA 92111 + 858-496-9760' FAX 858-4964758 - 44cI. -4 -.____1' -.. .•--. IV -' ' ,1 w CHRISTIAN WHEELER ENGINEER INC riiv 1)P1)CRT Project Nam --"% Project # 1O Project Address L1P) (j 3Jcreo .1 Permit # Plan File # Contractor .- I Architect Subcontractor U - Engine e.- c/ — g(einforced Concrete Shop Welding - 0 Pre-Stressed Concrete 0 Field Welding 0 Reinforced Masonry 0 Fireproofing -b-Epoxy Anhors Material/Equipment: 6w o .•*) Weather: _!eL Time Departed: ?=-- - - Hours Charged: . ol 1e h 1-70 , i" -- Je if Jq nf' DeL 7-4 Unless noted trwi - e work rved is, to the best of my knowledge; in compliance with the approved plans and specii - - 12 V. 4925Mefcury_Street+ San Diego CA 92111+858496 97604+ FAX 858496 9758 -- 4..- N. 0 TO Engineers. San Diego DSA File # A BVNA, Inc. Company 7895 Convoy Court, Suite 18 DSA APPLICATION # Phone: (858) 715-5800 0 San Diego, California 92111 Client P.O. # Fax: (858) 715-5810 NIP # / CONSTRUCTION INSPECTION REPORT PROJECT # Project Name \(I I (A-1L I t 1/f ( -t Date "-1 Project Location 2 ' tr7'.r .A .Th Time Arrived_2 Contractor -. Time Departed Building Permit # _____________________________________ Plan File # OSHPD # I:J-ield Report Notice to Comply NC # Date Cleared 0 Concrete 0 Reinforcing Steel Pre-Post Tensioned Tendon 0 Batch Plant 0 Anchors 0 Masonry 0 Soils [roundations 0 Welding 0 Bolting [1 Fireproofing :. 0 Metal Decking 0 Other_ . Weather___________________ Man Power_- - Documents Referenced 0 So ilsReportD s PlanDate-[J Specs. Date DTRIi 9 ccies Type of Equipment Used ____________________________________________________________________ Calibration Dates - - et - I t I- ,,il. F- II -. - I - I -L - - - -, 'V I, - - L._ II I I -, - This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meat the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. . The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with - o Met I Not Meet the approved plans and specificationsand the workmanship provisions of the Applicable code. . Cc: Project Architect: Structural Engineer Inspector of Record: Inspector's Signature ,!jA 4tt IF Approval signature! Name! Company .Reviewed.by. .. .;. . Copy to: -: Aet;.! ....-- StrUctüraIngineer ML - ..Prójebtn'"_tor.: ,... MAN DSA Regional Office: School District: Certification # !.Exp. Date - Vj".,. ate Reviewed Date I p.0 0 Testing Engineers. U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 782 Fax: (858) 715-5810 DSA File # DSA APPLICATION N Client RO. N NW N PROJECT N INSPECTION REPORT Project Name ' '—'s-- 'S,P- yI 'JC .J uaw i / J/' '— Project Location _ Jy\_.Co r ._it't_ST. lime Arrived /f'() Contractor (. r,_i nSI_€1 Time Departed _;2 :3-i) Building Permit N C C.)Cc 2 Plan File N_____________________________ OSHPD N Ø Iek1 Report 0 Notice to Comply NC N Date Cleared Concrete 0 Reinforcing Steel II Pre-Post Tensioned Tendon 0 Batch Plant Anchor 0 Masonry D Soils 0 Foundations Welding 0 Bolting 0 Fireproofing 0 Metal Decking - or Other 2.?_ X - Weather_______________ Man Power Documents Referenced 0 Soils Report 0 Plans Datj 0 Specs. Date__________________ 0 AR N___________ 0 Codes Type of Equipment - - . Used _____________________________________________________________ Calibration Dates_____________________________ -- DenedyCota*_—_Moisture Sampl.Typ. — = AtMSdIkeO. — — - -- — t -_77-7 -..-- ---- - (1 - I! I — • - I dr T)) r. ,-,, - c)" ,r4- ri L..11 k,o c-I a. 4 'vt - c ThisWork Owes OWasNol The Work inspected 0 Met 0 Did Not Mod the Requirements ol the DSA DOCUmeflts. inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the DSA Docraients. 7 Requirements of the DSA Approved Documents. The Work Sasted 0 Met 0 Did Not meet the Requirements of the DSA Docuineills. VER11FICAT1ON OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in ConformanCe with 0 Did Not Meet. the approved plans and specifications and the workmanship provisions of the Applicable code. ;*8t Cc: Project Architect, Structural Engineer Inspector of Record: Inspector'signature ''— -_- Approval signature I Name Company Reviewed by Copy to: Architect Structural Engineer Project Inspector DSA DSA Regional Office: School District: Certification N/ Exp. Date Inspector's Name Date____________ Date Reviewed w CHRISTIAN WHEELER ENGINEERING I A IT '.1 0 17 I) n D r Project Namc) r I Xi z3 Project # Project Address çj' Permit# 1PlanFile # Contractor,' - Architect Subcontractor cJ Engineer •, I Reinforced Concrete 0 Pre-Stressed Concrete Shop Welding 0 Field Welding 0 Reinforced Masonry Wp-.y Anchors 0 FWeproofing Material/Equipment:. S; Weather: Date Time _j A_rvjd_ t!.- I----!me Departed: '2 Charged: J, / iiiJ 54r(Lfr1j) 'p r;e -'' d• i: 1'j' qw L/p 4 1 AJ e Aq,t4 i1 L . r ix g aq IIJt)OIç . • - - • o:rc o:- : Unless noted otherwise, e work obsery is, tothe best of my knowledge, in compliance with the approved Ions and specifications. i A 4 — I sp echnician's Sign hi • Reg.- # Superintendent's $gnlirek, 0 /001 I iA) • Insctor/Technician (Print -or Type) . • J Date ¶ I..-- 4925 Mercury Street + San Diego CA 92111 + 858-496-9,760-+ FAX 858-496 9.7.58 -Z : I - ---a.- &,r-. -'' -•- -- •- - -': ---p - :- CHRJS11AN WHEELER- .. . . . ENGINEER-INC . . rlATry PPDCRT . .. . . ... Project Name -- ... '9 qs .: . Project # . . 2 ôiô Project Address 7 4 S ) - . - Permit Architect . . . - . Plan rile # . . Contractor (7 et cc\er. Subcontractor ... . . Engineer ,- eSSe' tweAc iiReinforced Concrete CI Shop Welding . . . . 0 Pre-StressedConcrete - . . ... - 0 Field Welding. . .- ljReinforced Masonry. 0 Epoxy Ancf'.&h .0 Fireproofing . Material/Equipment. (1 C )A )OC) I S PC S000ci Weather: •. . . . -Date rime Arrived: ) - - rime Departed:) 's- - •-- Hours Charged:; -:r' i' ôuac çin yp - (ccrIcr ,-.0 Ci7 Cub, L\crA -cc (—i.- ' )y . rbosol"644-4) (S•4 f\ . I •.il I - -'- _=_-.. - 4:c -Q- ______ - . - .-..-.- ..... I -. Ii - - ---- ..._. _t -- . . . . . - -- ... Unless noted otherwise, the work observed is, to the best of my knowledge, in compliancewfth the approved ilans.and sPeciftcajtoj!s/ . -y "uA Cl lnspector/TedinicSigatui Reg # Superintendent's Signature 4^1 VU knp.cior/TedinIdai (Pilet or Type) -. . .. . . 4925Mcrcury Street + San Diego, CA 921-11+ 88-496-9760 + FAX 858-496-9758 - Testing Engineers San Diego DSA Ale # A BVN4 Inc. Company 7895 Convoy Court, Suite 18 DSA APPLICATION ft - San Diego, California 92111 Client P.O.# Phone: (858) 715-5800 - Fax: (858).715-5810 NTP # - aa.r..,n. .a'r.an ..,,'leannn, PROJECT ft - - - - %Ivno I nuu I §W411 iiir USIA nr-rnI - - Project Name l4&fl ? Date__________________ Project Location 2 /i& j'tf f,t)11> 9 17 Time Arrived. Contractor. 7PI L 1 Time Departed Building Permit ft C. 2Ada Plan File ft_________________________________ OSHPD # (S1, Field Report 0 Notice to Comply NC # Date Cleared Concrete 0 Reinforcing Steel - 0 Pre-Post Tensioned Tendon 0 Batch Plant Anchors 0 Masonry [1 Soils 0 Foundations • 0 Welding 0 Bolting ,, [1 Fireproofing Metal Decking Other________________ Weather _-L-1 71V Man Power _- Documents Referenced C] Soils Report 0 Plans Date 0 Specs. Date - . 0 RFI ft ____________ 0 codes Type of Equipment Used____________________________________________________________________ Calibration Dates Density Count ________________ Moisture Count Gage Type Gage ft_________________ £( [Sample Type: K Amount Madelraken: . _Si fr5T/flJft _ - - ,.---- -_--•---. '-• - .....- .== -_-• -allow .- .....................- . . ... - This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Rcquirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is In Conformance with the approved plans and specifications and the workmanship provisions of the Applicable code. <t 0 Did Not Meet. Cc: Project Architect: ___________________________________________ DSA Regional Office: Structural Engineer. 46 F I _S School District: 21. Inspector of Record: _C 4i?L5 _75I'9 ) Certification #1 Exp. Date /(C_/6 71325 —ç _I /z4's Inspector's Signature Approval signature / Name Company n'. A 1\C7 4A fl ate-- e Reviewed Reviewed by CODy_to: Architect Structural Engineer Project Inspector DSA :-. J NZ-AA-a—- . . -. .. 0 Engineers San Diego DSA Ale S A 514NA, Inc. Company 7895 Convoy Court, Suite 18 DSAAP.PLICATION # . . San Diego, California 92111 Client P.O.5 . Phone: (858) 715-5800 1626 Fax: (858) 715-5810 prrp # S. .W . PROJECTS CONSTRUCTION INSPECI1ON REPORT . .. Project Name YAQ Içe Date_- 2 -.67 Project Location '79 ir &Atf) .L / Time Amved_________________ Contractor (P 5 ( . Time Departed Building Permit S ___________________________________ Plan File S_________________________________ OSHPD # 'Field Report [J Notice to Comply NC # Date Cleared Concrete 0 Rèiñf6iIiig Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant Anchors 0 Mry l"Soils 0 Foundations 0 Welding 0 B4?. [J Fireproofing [1 Metal Decking 0 Other Wear Man Power Documents Referenced 0 Soils Report 0 Plans Date 0 Specs. Date 0 Rh it 0 Codes Type of Equipment Used ____________________________________________________________________ Calibration Dates Density Count ____________ Moisture Count_______________________ Gage Type Gage S_____________ [J Sample Type: Amount Made/taken: 4 . ç er Jg : 4- ,A \ ' 7 ,, P5 df(oJi, .5 tt 4"ry t.#4'It° kkC'\ (Ot'OtO fes+ /nc&+, J \ (. C A ITi°I 1 CJ '-k -e$t' .,gjf. r1t*et. a'f. This Work 0 Was- 0 Was Not The Work luisieéd [iMet 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work T?ted Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sathpled.1:] Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwife in Conformance with o Mt o Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. . Cc: Project Architect: ___________________________________________ DSA Regional Office: Structural Engineer: _____________________________________________ School District: Inspector of Record: ___________________________________________ Certification 5/ Exp. Date Inspector's Signature (7tA.54, jA ' Inspector's Name Approval signature / Name / Company Reviewed by ______________________________________________ Date Reviewed Copy to: Architect Structural Engineer Project Inspector DSA I I I / Date___________ w CHRISTIAN WHEELER, 4 ENGINEERING )AILY REPORT Project Address , 4., s CJ.Xfltb Contractor 6n'. Subcontractor 0 Reinforced Concrete 0 Pre-Stressed Concrete Shop Welding 0 Field Welding Material/Equipment: ,Pot_ S Weather: el Date Time Arrived: Project# 2-0401 93 Permit # C.130622. 5 G Plan File Architect Engineer GssLe,. E.r)Q Reinforced Masonry 0 Epoxy Fireproofing 0 - SeA VL b4c' 1(17 2CI S 3 xp Time Departed: Hours Charged: ME (?)CC40 L'S.% &'45 I *0—? 4qck ehakr I Al Cotd4,1 QID( to the best of my knowledge, in compliance( plan and specifications. vd ' Reg. # Superintendent's SignJ cm Dote 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 -44/ A- NEW L flMF .... ••- Er r. t: G E I S S L E R ENGINEERING Peter S. Geissler Plastirio l5uildirg, Suite 230 Office 760 - 633 - 4252 Civil Engineer Lie. C44320 2533 South Coast Highway 101 Fax 760 - 633 - 4259 Contractor Lie. A464570 Cardiff-by-the-Sea, CA .92007 Mobile 760 - &15 - 5054 2-5 cI2so f. cM_LSk° Fz VjG- E%fON cS.L CT.C.OS USE (4 cAL YO- Y '— Fo rj __rr Co JWr Cc: Project Architect: DSA Regional Office: Structural Engineer: School District: Inspector of Record: Inspector's Signature PApproval signature I Name Reviewed by Copy to: Architect Structural Engineer Project Inspector DSA Date X3 Engineers -. San. Diego S -- 4BVNA,IncCôm),âJvT 7895 Convoy Court Stile 18 San Diego CaIufonia 2111 Phone: (858) 115-50Q Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT D%A Al CATION # . NTP # . •- . _____________________ Project Name VN - Liacta( 14 CJ . .Date_ 27 _07 Project Location ().A ; C OrVt P' Time Arrived_________________ Contractor Ge c 5 (e Time. Departed Building Permit # ___________________________________ Plan File # . OSHPDS#.___________________________ D4ield Report [3 Notice to Comply NC #_. Date Cleared [3 Concrete [:] Reinforcing Steel [3 Pro-Post -Tensioned Tendon [] Batch Plant [_1 Anchors [3 Masonry 0 Soils 04undations Welding - 0 Bolting - [3 Fireprooflng .. [3 Metal Decking -- - .[]....Other - -. - - Weather - Man Poviei..._.. Documents Referenced 0 Soils Report 0 Plans Date 0 Specs. Date_-_- 0 RFI #_____________ [J codes Type of Equipment Used . Calibration Dates :.- Density Count _____________ Moisture Count . Gage Type -_-._._._Gage #______________ [JSample Type: - 11Q.-P 9K Amount Madelraken: k1 On iA — 11's1O(deJ_pe ç_ J \j,_ \ci 0O3 . 1r, ,i.c .i.' uif p ..of A9 A - i(. I\ACA Q.Ae' p.Io(11,.ig rocL DfJ .. . . . . - lowl, _.-.-. _ ----------TI __l_ 1illIrT r 1 I-ijr ff4Lr This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet thO Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Mel 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with o Met 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. . CHRISTIAN WHEELER ENGINEERING flAts V PPP(PT Project Name ..-j- •. rc1\ . . .• 4vit'. Project #. . 0-1 83 Project Address . . (BQ(, Permit # . ZL B (o . Plan File # - 2A-c3 fl Coc n o Contractor - .- . . . -- Architect . . tcckr Subcontractor . ) Engineer ,— . .. l ) ecc eA t .'4t!- Reinforced Concrete . fl Pre-Stressed Concrete -. 0 Reinforced Masonry . .. 0 - 0 Epoxy Anchors .• Shop Welding. ....... . Field Welding . ... .......D Fireproofing . . .. . . L Q I Material/Equipinenh. . ST A& . . Weather: ,. C1cL(\ (jt Date Time Arrived:. . ..... I p ?- . rime Departed: .•. .. - HOged................. 3211 S1wcc tvcçe(.4iLY 04: ci-()rL\f'u c-k'eL V' cA c- C'-r4c &L. . to Ab IS bare ancla,x icj ccki 1p#,_ j 4. iL, e \112r4ø. , 4z fJ20) 4} . C1all s at ipic t" I 4. - __________________ TT __ rj Co hcs rr C.VVLi1 L?/ iii) hics — -I4-f 0 k > 3o' . Or 24'oc. Unless noted otherwise, the wo observed is, to the best of my knowledge, in compliance with the approved plans ondspeciflcatians. .... v. lnspector/T.dsn)cksn's Si .. .: Rag. # • . Sup.riènàenfs Signure"Z/ knpedor/T.edaan (PruW 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 +,-PAX. 858-496-9:758 '7c1'4'rtt •''- Got .4 'i 0 Testing Engineers - San Diego A BVNA, Inc Company 7895 Convoy Court, Suite 18 San Diego, California 92111 1826 Phone: (858) 715-5800 Fax: (858) 715.5810 mJ- CONSTRUC11ON INSPECTION REPORT -. ,1 j..L'...,...AAL DSAFlIe# DSAAPPLICATION# •• Client P.O. # NTP# PROJECT# Project Name 'j) L A L-4 r' / Date_S .L-i -00 7 f C'4t!IfA.4) Project Location 2—ç5 L Jte, Time Arrived Contractor GEIcSd_ .f Time Departed Building Permit # le A 21. ,t Plan File # OSHPD # —. EA Field Report [J Notice to Comply NC U Date Cleared [] Concrete [jj. Reinforcing Steel [J Pre-Post Tensioned Tendon 0 Batch Plant C] Anchors 0 Masonry [J Soils 0 Foundations o Welding 0 Bolting - 0 Fireproofing 0 Metal Decking o Other _________________ Weather_ I Man Power Documents Referenced 0 Soils Report 0 Plans Date 0 Specs. Date 0 RFl U 0 Codes Type of Equipment Used Calibration Dates______________________________ ________________________________________________________________ Density Count ____________ Moisture Count Gage Type Gage 0 Sample Type: Amount Made/Taken: This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with ri.i 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: DSA Regional Office: Structural Engineer F(S I 4 r2..'f School District: Inspector of Record: _________________________________ Certification UI Exp. Date Inspector's SignaturQZM - . 77 , Inspector's Ndhie F £'t T L (?..A \ Approval signature / Name/ Company (j 'f4)y) (,ç, p Date Revweó) 4.A)f/1 (V\ji Coov to: Architect i.o.L'rr_ Date__________ 6 Reviewed by Structural Engineer Project Inspector DSA Project Name . Project # - Project Address Zy$e Permit # oczz.e Plan File # Contractor I 1 Architect Subcontractor -Engineer 6e4J.M ( o Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry Epy Anchors El Shop Weldihg .. 0 Field Welding . 0 Fireproofing. X . Material/Equipment: Weather: - . Dote Time Arrivec - Time Departed: . Hours Charged: /i,tfo? -7k. CE se . vcJ4 -kc ii Ot i-,*&,-'c Ijcc • k' JJ..4JJ ckae fiI/ X~>-• (A't Ak ( %ic9 di _. -:-. - .. k I' • L.Y.i '7 jaLo 1ii-si'i Lij4< jiJ)I4i!5I c-1 I'Oyycl -- -.MA 211 r- LJ- - .-• -. - •:€• :;— Un es toted otherwise, t4work 4bserved is, to the be)( my kno .1e6ge, in compliance wit the approved plans and specifications. —1 0 1) > 1 /k/2/&" ___ c1 ç (-ife Insetor/Technician's Signature Reg. # Superintendent s Signature ,.- , -- Date (I iZ(c('4/O.) . Inspector/Techni Ian (Print or Type) - - •. - • -. •-•.'p- -• - - - - -4 -r r - - -- - - - - - - - -- - - '--- ' _-__ __. •_- _-.--- '-a:- - 1W CHRJSTIAN WHEELER ENGINEERING n If V P PP(RT 4925 Mercury Street + San Diego, CA 92111 4 858-496-9760 4 FAX 858-496-9758 . . ... .. .V.:...CHRISflAN WHEELEP,:. ENGINEERING DAILY REPORT : . Project Name '- .: . •ProjedM 2 •. •...... . ,•. icCj 3 ProjectAddress2 • S u . .•: .. .Pemait#C CZ 1Plan file# • :. . Contractor . . . . . •.... ....•Architect . (2 ssi.r Subcontractor • . .. . - ... . . . -. Engineer ,— •V - — - . • ........ L'eS3Jer t* .0 Reinforced Concrete :. ••.• :- 0 Pri-Stressed Concrete ;. 0 Reinforced-Masonry -.- •. .....Epoxy MthorA;.- D,ShopWeIding. . 0 Field.-Welding; .. . •. Fireproofing -. .. . . 0 Material/Equipment: sza 1LoT7 2U J. Exic; Weather: Date- Tima Arrived:. • - • .....Tifrie Departed: .• .,... •- .. Hours-Oiarged: '1v1 c tip .()4 (.-oc -4'• CJ 0 r2r Ec h 4 2 2 v' z L4-c' uz L)C5 . V As7r j (;1' (rL#O 3tO) k-' cc — br5 - Unless noted othe ise.Jbe work obs is; to the best of my knowledge; In complionc ,withopprôvedplaiand specifications.-7 -•.•. — Inspector/To ician'!I?natü e .1 - • -Reg. # . Superintendent's Signotue " . .; Dote "an .......... . V • - Inspector/Tediniclan (Prin?0r Type) .. .. i.-.' . . .. -; - . -. .- V .. •-. .- . 4925 Mer.cüryStreet .+..San Diego. CA .92.11.1+ 858-496--9760 + FAX .858-494-9758' E3 T Engineers -San Diego A BVNA,/ac.Company 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800• Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT .L:......... ___ DSAFiIe# DSA APPLICATION U . Client P.O. U . NTP PROJECTU 4'-g c17 IroJect Name '(i Vk 1 AUt Date _S — ) —FL)./ Project Location ;c- i'e St CjckrJ TimeArrived Contractor __________________________________________________ Time Departed Building Permit # Plan File # OSHPD # [#1ld Report El Notice to Comply NC # Date Cleared_______________________ El Concrete El Reinforcing Steel [J Pre-Post Tensioned Tendon El Batch Plant 0 Anchors El masonry El Soils [4undations El Welding El Bolting El Fireproofing 0 Metal Decking El Other __________________ Weather. Man Power___________________________ Documents Referenced 0 Soils Report El Plans Date El Specs. Date . El RFI # El Codes Type of Equipment Used Calibration Dates • Density Count ______________ Moisture Count Gage Type Gage #_______________ 0 Sample Type: Amount Made/Taken: -------------------- This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with o Met 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: DSA Regional Office: Structural Engineer: School District: Inspector of Record: Certification #1 Exp. Date Inspector's Signature 7L'rA( Inspector's Name Approval signature I Name I Company Date Reviewed by Date Reviewed CORY to: Architect Structural Engineer Project Inspector DSA k \ j D Testing Engineers - San Diego A BVNA, Inc. Company San Convoy Court, Suite 18 an Diego, California 92111 1828 Phone: (858) 715-5800 Fax: (858) 715-5810 I Project Name - Project Location - Contractor - Building Permit # CONSTRUCTION INSPECTION REPORT Field Report [J Notice to Comply NC U D Concrete fl Reinforcing Steel 0 Anchors 0 Masonry 0 Welding 0 Bolting lL Other _________________ Weather_____ Documents Referenced 0 Soils Report [J Plans Date 0 Specs. Date Type of Equipment Used Density Count _________________ Moisture Count Gage Type Gage U__________________ 0 Sample Type: Amount Made/Taken: -/-r ar /LPu/ ..--F-;-ii 11 L ,t) Xi,91P 3//o. Poll AL An WNWA This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. I CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with Met 0 Did Not Meet. the approved plans and specifications and the workmanship provisions of the Applicable code. DSA File U DSA APPLICATION # Client P.O. U NTP# PROJECT # '(3.9 ? Plan File U _______________ Time Arrived-I 7 3 Time Departed OSHPD U Date Cleared O Pre-Post Tensioned Tendon t:i Batch Plant Soils 0 Foundations Fireproofing 0 Metal Decking - Man Power_______________________________________ RFf# & 3/94iCodes Calibration Dates Cc: Project Architect: Structural Engineer: Inspector of Record: /,If L i DSA Regional Office: School District: Certification UI Exp. Date /<' — /1' -4134 1/7. Inspector's Signature (7 Approval signature I Name / Coi Reviewed by Copy to: Architect Structural Engineer Project Inspector DSA MI DSA File # DSA APPLICATION # Client P.O. # /, e' r - - * . 01 ,.0 V 0 Testing Engineers - U.S. Labs 7895 Convoy Court, Suite 18 110 San Diego, Califomia92111 Phone: (858) 715-5800 1828 Fax: (858) 715-5810 NTP# PROJECT# t9c, CONSTRUCTION INSPECTION REPORT Project Name /áfr'1 Date project Location .7c's (1);(t.).f;o rime Arrived— ________________ Contractor ( i c c 1 r. rime Departed_T Building Permit # A (')& Z) r'C' Plan File #_______________________________ OSHPD # Field Report 0 Notice to Comply NC # Date Cleared Concrete U Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant [J Anchors 0 Masonry 0 Soils 0 Foundations 0 Welding 0 Bolting 0 Fireproofing U Metal Decking 0 Other _________________________ Weather_____________________ Man Power Documents Referenced 0 Soils Report 0 Plans Date ___________ 0 Specs. Date 0 RFI # U codes Calibration Dates Type of Equipment Used ________________________________________________________________________ Density Count ________________ Moisture Count ______________________________ Gage Type Gage# [A Sample Type: /,,.,, Amount Made/Taken: J , / / ,. / 5/ - ------:.---- .: - '-• - -- - - This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with met o Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: Structural Engineer: Inspector of Record: Inspector's Signature I.' Approval signature / Name / Company Reviewed by Copy to: Architect Structural Engineer Project Inspector DSA DSA Regional Office: School District: Certification #1 Exp. Date b cr !) Inspector's Name (1li1" Date________ Reviewed CHRJSTIAN WHEELER, ENGINEERING 5.. DAILY REPORT Project Name dQ4- Project # Zci ( 7 Project Address - 2- cyz,j-7 , p C&) 6' c P rmit.# Plan File # - Contjqctor. • Architect - Subcontractor Engineer Reinforced Concrete -• 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors o Shop Welding 0 Field Welding 0 Fireproofing 0 Mate /Equipment: Weothey: ,4a' ii - C4'. ttz4 fo 5 Date ' '7Tii e Arrived: // Time Departed: / Z Hours charged: 772crL 0 63L ,7i22 -f 407 /J &r9ce-t 9- ____ /~_Clo ci rA.PA /2 tf a /'t / /i zXi r lop c4?7J - C-5 oc P ,CZ21&tt_c 4S. • 2 w1#r(Q. f-:n -- - g" )7 9 , ZL (z Pq 7ia- ____(- _ afl(P_ _ --- __-- Unless noted otherwise, the work observed is, to.th best of my knowledge, in compliance with the a proved'plans and'secifications. 72 A I ri Pj i'4'A (N4th4 lnsetor/Technician's Signature /' Reg. # 57uperint44eJ Sjg tire ' Date. / 4,•i ,•-'jg' -- Inspector/Technician (Print or Type) '-•Th ( i-" / - I I 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 a64/ e,0 8es24,7~ (4é 14 .• s 0 €1, TAe Inspector Approval Reviewed Copy to: rroject unspecior DSA :. . F. - .- -...- . 0 TestingEngifleerS - San Diego . . 1DS AFiIe# A BVNA, Inc. Company. 7895 Convoy Court, Suite 18. DSAAPPLICATION # San Diego, California 92111 Client P0 SI Phone: (858) 715-5800 82 Fax: (858) 715-5810 . NTP SI PROJECT# CONSTRUCTION INSPECTION REPORT Project Name V 4 Rix i c '.' ,'r I L' Date_-? 01 ' Project Location (&fW" o sr Time Arrived JAW ________________ Contractor &1SZiQ. lime Departed- Building Pemift SI _________________________________ Plan File SI_______________________________ OSHPD SI D Field Report [J Notice to Comply NC SI Date Cleared O Concrete D Reinforcing Steel J PrePost Tensioned Tendon 0 Batch Plant O Anchors 0 Masonry 0 -Soils D Foundations 0, Welding 0 Bolting 0. Fireproofing 0 Metal Decking 0 other ... , Weather<'_' Man Power_ Documents Referenced 0 Soils Report 0 Plans Date . 7ct' 0 Specs Date 0 RFI # . . . 'Codes Type of Equipment Used .. V V Calibration Dates - Density Count ________________ Moisture Count . Gage Type Gage SI_________________ C] SampleType: -Amount Made/Taken: - V This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents.- Inspected, Tested, and Sampled in Accordance With - The Work Tested 0 Met 0 Did Not meet the Requirements of the DSAb&tiuiithits. Requirements of the DSA Approved Documents. - The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPUANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with the approved plans and specifications and the workmanship provisions of the Applicable code. . Met 0 Did Not Meet. ion Cc: Project Architect: DSA Regional Office: Structural Engineer- School District: Inspector of Record: Certification SI / Exp. Date w CHPJSTIAN WHEELER. ENGINEERING flAT1.v R1P(RT Project Name 9) 1 0 c ; rc4 Project # ,. 2 910 C) Project Address -. 2'(9 tIr,c.,(,.,A) f. (pc2LçD k Permit # - C-. (3C)(,Z 2. Plan File # Contractor -f Architect Subcontractor / Engineer - 4,'5 ",i £ 'ç, Reinforced Concrete .'fl Pre-Stressed Concrete 0 Reinforced Masonry O Epoxy Anchors Shop Welding 0 Field Welding 0 Fireproofing 0 Material/Equipment: Weather: Date Time Arrived: Time Deported: Hours Charged: t '; c-e 4 — (eA I 442 ø(4 h.,.f c ne_i / loop / arc e3l r c 4 4l 'y 1. f46 4 12.- 'r_._ •I'1 J4 01 ______ .t7t) I Unless noted otherwise, the' work observed is, to the best of my knowledge, in compliance with the approvcI plans and tpcifications. / - - - - -- 1 ( . 'tkfl /5' lhipctr/Tech'nicion's Signature Reg. # Superintendent's Signature' ( '' - Date Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 CHRISTIAN WHEELER. ENGINEERING fl A I I V fi I 1) ( R T ( Pro! Pro jef# Project Address I Z 'f 5 Perlpeff Plan File # Cont 4 Architect Subcontractor Engineer DShop Reinforced Concrete 0 Pre-Stressed Concrete - 0 Reinforced Masonry 0 Epoxy Anchors Welding 0 Field Welding 0 Fireproofing 0 Material/Eqp: ( 4 Weather- Date Time Arrived: Time Departed: 2) ( Hours Charged: W07 bv ad IUSew 4c/j9tfl c pe OV 91 oi c4 /?PAA4 bL de& Y( oa-e a— I Z4 ta,-vYLL e49ti 7'P f z a ioZ- z __Zo Z (' tc'1ZJ 'po z5- -,-'- '-' 7941 2,da ,i-odtc /1! Qi47 - '271Qde ___ p1r 4e z7 -/Afr? re,taJ ci t-i- A. Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans a d specifications. 4wz4 972 2 ?\\Qfr ( Inspector/Technician's Signa Reg. # Superinen Hature j pate ..d1447 lnspcte/Technidon (Print or Type) 'I, 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 j?~tA-,P- 4-VJ (3F Yl- REt Iç: 7-) - C.. us G E I S S L E R ENGINEERING Peter S. Geissler Plastino SuiI1irig, Suite 230 Office 760 - 633 - 4252 Civil Engineer Lic. C44320 2533 South Coast Highway 101 Fax 760 - 633 - 4259 Contractor Lic. A464570 Carliff4y-the-5ea, CA 92007 Mobile 760 - 815 - 5054 Th-L frcj 2'-cs8 Q-PLsfPd, c-cf jr L//k, C$4320 to 0- RENEWAL DATEir - ENG CL) e-4r c) G4-O Thv\ ' th3j c ci 7iv rF (L v& ?i'e — rp - 3. % <S. ~,-. I S it~ -nj 5l 7 w CHRISTIAN WHEELER. ENGINEERING jL - . . - .•-. .... MATT V DPO(5I?T )•,4/.A-j 25 Project Name e2 - Project# - ' 7 /S Project Address 24c /-CWA//() T. - Permit # •, Plan File # " fL. Contractor & Architect Subcontractor . .. Engineer ,- - Reinforced Concrete Shop Welding 0 Pre-Stressed Concrete 0 Field Welding 0 Reinforced Masonry ('1xy Anchors 0 Fireproofing 0 Material/Equipment: Weather: Date Tire Arrived: Time Departed: / 'Z)T Hours Charged: 3 P4C/4(. lAii2OCY1dd(/ P)F /AI7/4J/4f/IJ -r - - , 2 -• / I; Dr, (. -• A , 7 ,4-,/5 /Z4 D-' (00 . - 'çKi'- (Nw) o.OT4M- Oi.' A- L.4'1xJ7- I1T-e-lrn/.kJc)J /3)1-.- / 7g,t- c )<L P LxAr,,,& TP- ( VA,.,77-' /c./'i i>c /,2i77- rrn .&,,. 707 gJi/ Al /4,I74f'11J piii ri4, il,i : . .••, - 7, Unless noted rwise, the work observed is, to the best of my knowledge, in compliance with the approypd plans and specifications. I .I r ' lit!' i!' ,-3 Inspect /Technit.ion's Signature Reg. # Sbpeifltende'nt's Signa!ur( . Date H •)ici i f .:)4 -7_ i _-- Inspector/Technician (Print or Type) . Ji •1 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 DSA File # N/A DSA APPLICATION# N/A Page lofl Day of the week Tuesday PROJECT# 138987 Date Time Arrived Time Departed OSHPD# Date Cleared 03/06/07 - 1:30 P.M. 3:30 P.M. N/A N/A Testing Engineers- San Diego, Inc. 0 Testing Engineers - Inland Empire 7895 CONVOY CT., SUITE 18 41120 ELM STREET SAN DIEGO, CA 92111 MURRIETA, CA 92562 ,u v- Phone: (858) 715.5800 Phone: (909) 677.0366 Fax: (858)715-5810 Fax: (909)677-5761 CONSTRUCTION INSPECTION REPORT #1 Project Name The Palay Residence Underpinning Project Project Location 2458 Unicomio Street Carlsbad, California 92009 Contractor Geissler Engineering Permit# B062286 Plan File # Field Report 0 Notice to Comply NC # N/A Epoxy Into Concrete [1 Concrete El ACI Tech El Masonry Type of inspection Performed El Field Welding [1 Torque Testing C] Other Weather Sunny73 deg. Documents Referenced D Soils Report lI Plans I Dated D Specs. I Dated Material used ASTM A615 grade 60, Simpson SET ESR #1772Exp 05/08 Calibration Dates Density Count Moisture Count Gage Type Gage # C] Sample made: Amount Made/Taken: EpoIñto Concrete- I arilved at jobité atchédUled time. I met with Heidi, alông with thé ProjéctStruôtural Engineer. I performed inspection along with a Special Inspector from Christian Wheeler. The Project Engineer Mr Peter S. Geissler informed and issued a stamped detail dated March 7, 2007 indicating the use of #7 reinforcing steel dowel 36"long and a total of ten dowels installed in the overhead position into existing grade beam for new TP-13 pier. I inspected drill bit for compliance with ANSI Standard. I also inspected diameter of -drill bit fon, _e uirement&otthp~oyalqation repo -11TIarger thejeinforcingsteeI diameter). I inspected holes for - -.--. --.-- - ...--- - ..---.-.. ... --.'------- -.--.----- .-. cleanness, and specified embedment depth of 2". Work has been completed as per the above mentioned detail pending City of Carlsbad Building Department as there are no details in the approved Construction Drawings. This Work X Was 0 Was Not The Work Inspected X Met o Did Not Meet the Requirements of the Documents. Inspected in Accordance With The Work Tested Met c3 Did Not Meet the Requirements of the Documents. Requirements of the Approved Construction Documents. The Work Sampled Met oDid Not Meet the Requirements of the Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: DSA Regional Office: N/A Pie-Post Tensioned Tendon 0 Batch Plant Soils 0 Foundations Fireproofing C] Metal Decking Man Power 0 RFI# Code Structural Engineer: Geissler Engineering Inspector of Record: N/A Inspector's Signature Approval Signature / Name / Company School District: N/A Certifications ACI 935512, fireproofing 0850825.86, concrete 085825.88. masonry 085825-84 Certified Welding Inspector 95090471. Structural Steel & Welding 085825-85. City of S.D. 4343 Inspector's Name / Guillermo Baez - Date 03/06/07 0 1restn9 EngineerS - San Dlega... A BVNA, Inc.Copàny• 7895 Convoy Court, Suite 18 San Diego, California 92111 1828 Phone: (858) 715-5800 Fax. (858) 715-5810 -. CONSTRUCTION INSPECTION REPORT Project Name 1Ca )l'l Project Location Lo cyl I Contractor Building Permit # Plan File #_______________ Report El Notice to Comply NC # El Concrete El Reinforcing Steel El Anchors 0 Masonry El Welding El Bolting 0 Other Weather_______ Documents Referenced El Soils Report El Plans Date El Specs. Date Type of Equipment Used DSA APPLICATION ft - Client P.O. ft NTP# PROJECT# Date______________ Time Arrived Time Departed lie OSHPD # Date Cleared El Pre-Post Tensioned Tendon 0 Batch Plant El Soils 'Foundations 0 Fireproofing 0 Metal Decking Man Power RFI # 0 Codes - Calibration Dates Density Count ________________ Moisture Count Gage Type Gage ft_________________ El Sample Type: Amount Made/Taken: ck1' L ..A'c,4''4 'Pr 'T ,, 41A PcI.'.,ii 10 I - - - - ...... .. .. ... ,.- ..... This Work 0 Wag 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with Met Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: Structural Engineer: Inspector of Record: Inspector's Signature Approval signature / Name / Company Reviewed by Copy to: Architect Structural Engineer Project Inspector DSA 'U DSA Regional Office: School District: Certification #1 Exp. Date - Inspector's Name /L)tc._i- Date Date Reviewed UVE :8 L Testing Engineers - U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 Testing Engineers - Inland Empire 0 Testing Engineers - Palm Springs 41146 Elm Street. Suite A 820 Research Drive, Suite 2 Murneta, California 92562 Palm Springs, California 92262 Phone: (951) 677-0366 Phone: (760) 325-8378 Fax: (951) 677-5761 Fax: (760) 325-7480 FIELD REPORT DSA File # NOTICE TO COMPLY DSA App. # U Page I of i TO: .Sttr Project: ' Date I Job Number 13 Permit Number I Plan File Number Address 1 -(-,- --\ e.. ca— \ -Lc - _.____. ....,... ......,--,4. ... . ...•. -.,.. . _- - - - 10 Qpyj2: Architect THE WORK: WAS LI WAS NOT THE WORK INSPECTED: MET DID NOT MEET Structural Engineer INSPECTED IN ACCORDANCE WITH THE THE REQUIREMENTS OF THE DSA APPROVED Project Inspector REQUIREMENTS OF THE DSA APPROVED DOCUMENTS. DSA DOCUMENTS. DAILY REPORT w CHRJSTIAN WHEELER. ENGINEERING Project Name Pg Ic i?e5 b4 Project# zoi.. o-i e3 Project Address ZSos Uni cor nip s-i- Permit # O Lzz. Plan File # Contractor G Architect Subcontractor Engineer (23e 3sIe & Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry "kj Epoxy Anchors Shop Welding 0 Field Welding 0 Fireproofing 0 Material/Equipment: LAOflCc4t It ' C4 3 0 1 5" llStY# .a QSDa,s; l'ejJ;i.cJ Weather: _;;v P 3ooI, O$e4 Date Time Arrived: Time Departed: " b' Hours Charged: 4, ,m 'P&w iciI 1nped- diw pt'cwi— o 3 000ys Contte (as000l rjaJ) 4I- _____ CAsso /Op CO!nccj ' )-t CC. '4relz W4c' is W.&c)r p çui1L Cb)e :SO tLi AL --_Q$ T(, SeN - bdtrtb UQA c VIA i 4L 04 LpJQp )c.. Unless noted othaise the workobserved is to the best of my knowledge, in compliance with the op d plans and s ica 1 4 tAI 106 T1 Inspector/Technician's Signo Reg. # Superinten7s nd%fute Date % Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 çk - I 11.1 1.t lb 1 lIIi — — — —-i- ---.'— - b ' -. -... .• U.S.bs - l 7895 Convoy Court, Suite 18 -San Diego.- California 92111 Phone: (858) 715-5800 c. Fax:(858)715-5810 CONSTRUCTION INSPECTION REPORT Project Name P,q )%tl V Dale Project Location V S' tIM / (AV1l/1t Time Arrived /0 '1741 Contractor 61e.s1e- 7'i.te. -. . Time Departed- . Building Permlt# Plan File # -. OSHPD# Field Report fl Notice to Comply NC # Date Cleared Concrete [J Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant Anchors 0 Masonry - 0 Soils 0 Foundations Welding 0 Bolting 0 Fireproofing 0 Metal Decking Other weauerC Man Power I Documents Referenced 0 Soils Report Plans Data 2/42/624) Specs. Specs. Data ______ RFI #_ Co1des Type of Equipment Used . Calibration' Dates___________________________ Density Count ______________ Moisture Count Gage Type - Gage #_______________ Sample Type: A mount MadefTaken: c2 52 oc ( ' g- -krinh/) k 1viJfW,D Yii0 'rfJ 4 .. p. L - _— ?5,4114j4f IV, .0,'t9t'9 tC Lo 34306 _4 OcA/Q3 ,Li v 11041101. v/d Fva -.4ICf,( f2s4 2ti acvo ..p - — ,tyecY -Ia &-Ke sm 1110P/4e. 4c &y,L 1Wt Th4-, This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPUANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, Is in Conformance with iMet 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: (i° 5 IP./_l'14i7 10 q9V I--, DSA Regional Structural Engineer C.-i1I p4/4 llr/ S_tt/144/ School District: Inspector of Record: C-/'ik_(3 _ (-4//.$ 1)4Q Certiflcation#!Exp. Date )( _ I_•. Inspector's Signature 1 7..W -- Inspector's Name /L•7/_••//•Jb: ? Approval signature / Name! y A" - -. ,. Date____________ Reviewed by - 1/f_ ia(e'eviewed _ Copy to: Architect '' f Structural Engineer t ( / Project Inspector DSA w CHRJSTIAN WHEELER ENGINEERING DAILY RRP(RT Project Name Project # Project Address / z4c c i'°,.( i--ci5c)~ Permit # 2M Plan File # Contractor / 6;ec/i E:A c. Architect __________________________ Subcontractor -' Engineer , / — &'s(9' &b(/i'i#'r. LIP Reinforced Concrete 0 Pre-Stressed Concrete Shop Welding 0 Field Welding 0 Reinforced Masonry —" 0 Eoxy Anchors 0 Fireproofing J2 6ea oL,3g p r a- Material/Equipment. Weather: - Date Time Arrived: Time Departed: Hours Charged: ' oM4 R( MV1J X(4c f1i' +L.DJtL4AXP,f1,,l.; t.-$,"c //c / Vol . 'k (cit r1 k Lit 1Le Jfljrr4- 5-11 ,('-&jfJ ?/ei~. T-' Iic 1L I9P 5L-.,44r, /1/ s,'/ -iL' (,iL_.iJ i,-,:a; $ ,I4( ., A X,4f [#4;; #(tjA( +) f 's)/I 4 6441Sb' l /il C- (I#,((l 'ILLte.. 1 - '-.--'-- . an.._. J—Y_- AM -_ -- .-.- .4... - _...... UnlesLnot,d otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. Inspector/Technician's Signature — Reg. # Superintendent's Signature I 2.. Inspector/Technician (Print or Type) Dote 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 DSA APPLICATION iV , Client P.0.# NTP# PROJECT# IS -1 7 Date$/'D _Time Amved_'jfVt1 Time eparte _S: 3Z( ytl OSHPD#____________________ Date Cleared El Pro-Post Tensioned Tendon 0 Batch Plant El ('Foundations Soils - O Fireproofing 0 Metal Decking Man Power _______ 0 FIR # 0 Codes Calibration Dates - Project Name 1 /1 1A1 PrectLocation 'I UiA Contractor C Ste r Building Permit S _________________________________ Plan File S_____________ [!1'ekJ Report 0 Notice to Comply NC # o Concrete 0 Reinforcing Steel o Anchors [J Masonry o Welding 0 Bolting O other ________________________ Weather Documents Referencqd 0 Soils Report 0 Plans Date 0 Specs. Date Type of Equipment Used •: ° TethwJ San Fax: CONSTRUCTIONINSPECTION REPORT Density Count ____________ Moisture Count______________________ Gage Type GageS 0 Sample Type: Amount Madellaken: . - 1" .1'. This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled inAccordance With The Work Tested 0 Met 0 Did Not meet "ieRequirementsol the DSA DOCUmentS. Requirements of the DSA Approved Documents. The Work San,led 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, Is In Conformance with 0 Mot o Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: _________________________________ DSA Regional Office: Structural Engineer: _____________________________________ School District: Inspector of Record: _____________________________________ Certification S/ Exp. Date Inspector's Signature ' / (4 - Inspector's Name ) Approval signature/ Name Reviewed by /-i 1k' Date Reviewed Coov to: Architect Structural Engineer Project Inspector DSA TestIng-EngIneers - U.S. Labs 7895 Convoy CoUrt, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 115-5810 DSAFiIe1 DSAAPPUCATION S ClIent P.O. NW# PROJECTS V E R IT A S 1T CONSTRUCTION INSPECTION REPORT Project Location 72 'I ¼) : line Amved_/: Ci Contractor (io ic Time Departed Building Permit S C S22C Plan FileS .- OSHPOS__________________ - • Field Report 0 Notice to Comply NC S Date Cleared - 0 Concrete I Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant • 0 Anchors 0 Masonry 0 Ss , 0 Foundations 0 Welding 0 Bolting 0 Fireprooflng 0 Metal Decking M Other € Weather_________________ Man Power Documents Referenced 0 Soils Report 0 Plans Date 0 Specs. Date 0 RH 5 0 Codes Type of Equipment Used_____________________________________________________ Calibration Dates_________________________ Density Count___________ Moisture Count Gage Type Gage S___________ 0 Sample Type: Amount Made1Taken - ,. a n.'00- ro An ._- -----.--_ •---- ---- - - ¶_t • -- -- This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Most the Requirements of the MA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the OM Documents. Requirements of the DSA Approved Documents. - The Work Sampled 0 Met 0 Did Not most the Requirements of the DSA Documents. CERTIFICATION OF COMPUANCE To the best of my knowledge, all of the observed woift, unless otherwise stated, Is In Conformance with o Met o oici Not Meet. the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: DSA Regional Office: Structural Engineer School District:_________ Inspector of Record: CertificationS! Exp. Date Inspector's Name Approval signature! Name! Company Reviewed by Copy to: Architect Structural Engineer Project Inspector DSA Date Reviewed Vu v 0 TestlngEngineera- U.S.Labs '7895CthvoyCdurt. SUite18 San Diego; California 92111 Phone: (858) 715-5800 1826 .0 . Fax: (858) 715-5810 %oumb I Multi I lUll Illart,. I lUll MtIJfl I - - r - ---'-* - F,DSAFile # AAPPUCATION Client P.O. # NTP# PROJECT # / 3• c5, . Project Name .,-.. C1A ILL'.. }vi9L Date Project Location •n v' y' L) ' 1 TimeArrived I /.'DOfr Contractor - Time Departed______________ Building Permit # - Plan File# OSHPD# Field Report [].Notice to Comply NC # Date Cleared Concrete /11Y 0 Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant Anchors 0 Masonry 0 Soils 0 Foundations Welding 0 Bolting 0 Fireproofing 0 Metal Decking Other _________________ Weather______________ Man Power__________________________ Documents Referenced 0 .Soils Report 0 Plans Date 0 Specs. Date 0 RFI # 0 codes Type of Equipment Used . Calibration Dates__________________________ Density Count ______________ MoistureCount Gage Type Gage #_______________ fl SA.Me T%rn: - - Amount MadsfTaksn: - This Work OWas O Was Not The Work Inspected 0 Mel 0 Did Not Meet the Requirements ol the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. OT1FICAT1ON OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is In ConformanCe with " L[JAWli Did Not Med the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect Structural Engineec Inspector of Record: Inspector's Signature Approval signature I Name I Coi Reviewed by Coov to: Architect Structural Engineer Project Inspector DSA DSA Regional Office: School District: Certification #1 Exp. Date Inspector's Name Date________ Date Reviewed w CHRISTIAN WHEELER ENGINEERING DAILY REPORT Project Nap., c ds,v c. Project #2-0 , .., Project Address_.Q 5i-. C-t4o6' Pc #Q g Plan File # Architect Subcontractor Engineer Reinforced Concrete 0 Pro-Stressed Concrete 0 Reinforced Masonry poxy Anchors hop Welding 0 Field Welding 0 Fireproofing Material/Equipment: 2-2' 57 / Che ( Weather: Date Time Zrived: Time Departed: 0 Hours Charged: ort a.0 ___d,14c/ 1-o c/cda an I )7vz4i1t &1 e ,LJO '1A ,PQ'1A CZr 2i2 d a Q gieweIrZ I4oJIAZ.% iczz a- eei & 6a4 tjvs 3c'y;st& St?_ __ w'_ Of t12? 4- aem etd &rYL 5*oce. 7r.,L~ atoq _( Aw2 frL 10 kS 6Z2' / Unless noted otherwise, the work observed is, to thi best my knowledge, in compliance with e app roved plans nd Itions 977 Reg. # sup i natu Date Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 Q" 04 QOkSkA 7 'I CHRJSTIAN WHEELER. ENGINEERING COMI'RESSIVE STRENGTH TEST RESULTS Job Name: Palay Residence Job Address: Contractor: Geissler Engineering Subcontractor: Test Location: Piers U and M (1st pour), N and K (2nd pour) Req. Strength: 3000 psi Date Sampled: 12-1-06 Date Received: 12-6-06 Sampled by: [)JR Tested by: NS Sample Type: Concrete, 6"x12" Job #: 2060783 Permit #: CB062286 Plan File #: Architect:: Engineer: Geissler Engineering Supplier: Palomar Mix #: C3430015 Admixture(s): Truck #: 334 Ticket #: 200114 Mix Temp: 550 Air Temp: Slump: 6" % Air: Min in Mixer: 90 Unit Wt: Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 76481 12-8-06 7 28.274 60,380 2,140 76482 12-29-06 28 28.274 94,000 3,320 76483 12-29-06 28 28.274 95,680 3,380 76484 1-26-07 56 i ne sampling, nanaling, curing ana compressive strengin testing were perormeo Dy t.nrisiian wneeier engineering in accoroance With the appilcabTe AS i M standards. No other warranties express or implied. Distribution: (1) Elliot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 ____ CHRiSTIAN WHEELER. •'•.• ENGINEERING ... DAILY REPORT Pro ject.Name .. . . . ir.JcC Project # . . Project Addresi .1 _._. I J P it Ae?0 Plan File # Contract Qeu' (I NJ ccLfl -.---- Subcontractor - 1 &I Enginpr) T-e ( (',cLPv 4einforced Concrete o Shop Welding . 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Field Welding 0 Fireproofing . . 0 Epo4 Anchor . .0 Material/Equipment: f) Weather: . -. Date Time Arrived: Time Departed: . Hours Charged: .: . .. I N b - lu k'- ____..../ . C. . MA 4-ct .€4' /)sf7I)1J U1'J2) Vi L()444 v eo n, of _L1. a We NEW LJ:: W, 7— ..-..-.... -.. ..-... . _ .......... --._.-.-..-_--... Mess noted otherffise, the wo r/Techni n' SugnaL Ins :edor/Technician f f Z Ins •nt or Tpe) bserved is, to the best of my knowledge, in compliance with the ppq6vidplansand.specifications. V40"'i'7d, 9)';& ___ Reg. Superil) sure . Dote IV 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 .(.sp. ..... t.r -. •.e .,... I — U , 0 Testing Engineers- U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 1828 Fax: (858) 715-5810 DSA FileS DSAAPPUCAT1ON S Client P.0.# NTP S PROJECTS )T ' C £4 Project Name )t CA 1 iou (LA . Li V\ CLT IA sLA Date XY0 I ci /0 ( Project Location "Z1 '' 'c. n Z5'\. Time Arrived Contractor '? _ o.11_' Time Departed________________ Building Permit #' C..CDii_'C') Plan File S_______________________________ OSHPD S Field Report 0 Notice to Comply NC S Date Cleared Concrete Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant o Anchors 0 Masonry 0 Soils 0 Foundations C] Welding 0 Boiling 0 Fireproofing 0 Metal Decking gj Other £.po ')( Weather______________ Man Power__________________________ Documents Referenced 0 Soils Report 0 Plans Date 0 Specs. Date 0 RFI #___________ D Codes Type of Equipment Used ____________________________________________________________________ Calibration Dates Density Count ___________ Moisture Count Gage Type Gage S____________ 0 Sample Type: Amount MadeiTaken: - (5 V\ '\-O C c 4 jAA 4 (\ücL( cy\/ 31oi4zc(s 4 c-O(CIV7V)() / V'.1 . , 1 3 —' 2\ tTh .—. 2 4 . d - ( CQ c S (c&Ac 3: Z 4(T (Q t4(O 0- 55- .5 - 2\ 22 ThisWork OWas DWasNot The Work Inspected OMet D Did Not Mod the Requirements ot the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the DSA Documents. / Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. ,4ERT1FICA11ON OF COMPUANCE: To the best of my knowledge, all of the observed won, unless otherwise stated, is in Confonnanóe with o Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect_ Structural Engineer Inspector of Record: C Inspector's Signature Approval signature! Name! Reviewed by Cony to: Architect Structural Engineer Project Inspector DSA DSA Regional Office: 1 :;- ""L School District: ¼j C'.l , L, c Certification S! Exp. Date - 'lnspector'sName npany !k(Y 4j ' Date f7 / 1 Date Reviewed f:. I1/;o/6 DAILY REPORT CHRISTIAN WHEELER ENGINEERING Project NameeM, t', . . Project # 2c,6 O7 Project Address / . b S CA--rk) CA Permit # - . (& Plan Ale # - Contractor . &Is1tc. Architect * -• Subcontractor Engineer ... - 0 Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors o Shop Welding 0 Field Welding 0 Fireproofing Material/Equipment- Weather- Date. Time Arrived: Time Departed: Hours Charged: : ,iv, L'' W "; b 4ccp, - ftb-j ::ô&.&Jh:;..• 4-:-.r-• -_____ 46 ç._i r(J t-.. . L 1/. / )j /r O f . . / a'-' . ,•... . -: / o)3 g 3 iL i +4' Let X'(je-'c io no.k& 4c u_ AS- r'' -.-,------ -=r- *- jt 41;tll —__4kb '_5 ---• - -,. -. •- -.. Unless noted otherwise the work observed is, to the best of my knowledge, in compliance witlithe approved plans and specifications. .. -• /1,I'1 \ /,. I c /pector/re moon s Signature ' Reg # Supendent s Sigcture .. ', "...1 Date pector/Technician (Print or Type) [-1n',l 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRISTIAN WHEELER A\O ENGINEERING flA1E.Y RF.P(tRT Project Name Project # C) r. a-7 93 3 Project Address roc) S-f-1 Permit # R Cc. 2- I Plan File # Contractor-- ( ZI 5S Architect Subcontractor Engineer/ -p Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry oxy Anchors E1.Shop Welding 0 Field Welding 0 Fireproofing _______________________ Moteriol/Equipmenh emj S41 = k 6 Weather, Eo(-°•' eA-- Date LI Time Arrived: Time Departed: Hours Charged: [vj /AJ '- 1 4 IJ Ei1ei e) +1,-4 PLLe4rfl J viç L11 7 J0d )Ole5 VüfQ. * S-4z9 /L,4r ' ci pC;41L diz;L.& 4rt a-v-S' J IOs ll P Q,V 9 (jQ ___ QóL JOL J fJaa i - * fl Q" c'kekeJ &YiOV L cO PLy(9 t r 1 ke j Q-— UJ4J U 'n'ted otherw the work observed is, to the best of my knowledge, in compliance with the appr ed plans and specifications. rm 4 e- ~,, Date oodor/TechniciajVgn6tu Reg. # J)J1)—LievA)t -910 spector/Teician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 01 CHRISTIAN WHEELER ENGINEERING DAILY RPflRT Prolect)lqme rALA 'R c Pro 6 07 51 Project Address t I (t I I n/-,n I' ct-, P it 11 ° b £ Ae G8'T) f Plan File # Contra Contract , s L / Subcontractor ( I En9 in 4nforced Concrete 0 Shop Welding 0 Pre-Stressed Concrete Field Weldint-Pg 0 Reinforced Masonry 0 Fireproofing 0 0 Material/Equipment:YArIW i: Weather: Date Time Arrived: 1 1 Time Departed: Hours Charged: for 1e1 ie1, 6Uat f4r e 6 614 rt1 7' CY ei-A 67R rv1D ' 9 1DL/f ,*I1 ess the wo W ector/Techn pe lnsp Iaan[torTyJ bserved us to the best of my knowledge, in compliance with the r v-pJns and specifications Reg. # Superir ure Date 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 '._...._ - - 29 - - —.. - 0 Testing Engineers U.S. Labs_ 7895Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 / CONSTRUCTION INSPECTION REPORT DSA File # •.- _______________ DSA APPLICATION // Client P.O. # NTP# PROJECT# Project Name 1s iciryi L. r. Date If — — Project Location ( 5 ()"_:r 0ClA;CJ Sf. lime Arrived CA Wi Contractor (cS .(er- Time Departed I F' Building Permit # Plan File # OSHPD # JField Report Notice to Comply NC # Date Cleared D Concrete 0 Reinforcing Steel •' D Pro-Post Tensioned Tendon D,Batch Plant [] Anchors (2 Masonry 0 Soils [r Foundations O Welding 0 Bolting (2 Fireproofing 0 Metal Decking 0 Other _________________________ Weather_____________________ Man Power______________________________________ Documents Referenced 0 Soils Report C] Plans Date 0 Specs. Date 0 RFl # 0 Codes Type of Equipment Used ____________________________________________________________________ Calibration Dates Density Count ________________ Moisture Count ' Gage Type Gage #_________________ 0 Simple Type: . . Amount Madefraken: 7wcWi Q At Ow Mk%_ But rRM, MEMO -- I__• _—'_.--- ---. _L___J_:_I This Work 0 Was 0 Was Not :The Work Inspected 0 Met 0 Did Not Meet the Requirem'ents of the DSA Documents. Inspected, Tested; and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with o Met o cici Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: _____________________________________ DSA Regional Office: Structural Engineer: ___________________________________________ School District: Inspector of Record: - Certification #1 Exp. Date 7'! _,-1 • H ' _— Inspectors Signature 1L'4/ii_A Inspectors Name Approval signature! Name! Company- Date____________ ,: .- Reviewed by .___________________________________________ Date Reviewed Copy to: Architect Structural Engineer Project Inspector DSA CHRISTIAN WHEELER. ENGINEERING flATLY RPP()RT 1. ProNam , Project # PrRject Address 4 ' EAbZ Pe #6p, Contrajs Arch Subcontractor Engineer 0 Reinforced Concrete o Shop Welding 0 Pre-Stressed Concrete 0 Field Welding 0 Reinforced Masonry 0 Epo y Anchors 0 Fireproofing O d4f 1d Materi0l/EuiPmen , f 2 Weather: 5/442 Date Time Arrived: 7 - Time Departed: Hours Charged: Oq :Z77— 101P Lv iJ/ b Unless noted otherwitie worIcArved Inspector/Technician's Signature Inspector/Technician (Print or Type) ~1,-L is, to the best of my knowledge, in compliance with the approved plans and specifications. Reg. # Superintendent's Signature Date 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRISTIAN WHEELER ENGINEERING DAILY REPORT Pro)44 4 Proect# 417 Project Address le )qvc7 rake Permit # Plan File # Contractor p— 1.44//f -J) Architect Subcontractoe(l Engineer 0 Reinforced Concrete Shop Welding 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Field Welding 0 Fireproofing Material/Equipmen 1444 .—C-p Weather. Date Time Arrived: ØZ,7 Time Departed: Hours CIarget /4 1tU1 1- ifr/5t' -1 i)e.a i4C.-/ry i4p/ -1adi'1 '~ 'F ___ — 4D / L3 4,1,1j -b73 WA _ r,5. L sm 1 ~— T - $ OO 'QArc Co frblf s tu k cLce Iv1e ___ o tte -• c- _ iI1 hpss noted otherwise ie workserved is, to the best of my k2çede. in;miiance with the approved plans and specifications. cV Reg. -ft upe Srintendent s Signature l t (Pettit rType) Dote 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRISTIAN WHEELER E N C IN E E It INC (:oMi'Ri:ssi V i: S RINGTI-iTI:sT iu:sui..is Job Name: IayrRcsidcncci Job Address: 2458Uirnio Street, Carlsbad Contractor: Geissler Engineering Subcontractor: Test Location: Piers 1, J and P, 2nd pour to full height of 9'0" Req. Strength: 3000 psi Date Sampled: 11-22-06 Date Received: 11-27-06 Sampled by: DJR Tested by: NS Sample Type: Concrete, 6"x12" Job #: 2060783 Permit #: CB062286 Architect:: Engineer: Geissler Engineering Supplier: Palomar Mix #: C3430015 Admixture(s): Truck #: 855 Mix Temp: 640 Slump: 4½" Min in Mixer: 74 Plan File #: Ticket #: 198614 Air Temp: %Air: Unit Wt: Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 76045 11-29-06 7 28.274 64,300 2,270 76046 12-20-06 28 28.274 105,550 3,730 76047 12-20-06 28 28.274 106,480 3,770 76048 1-17-07 56 I ne sampling, nanaling, curing ana compressive sirengin wsung were periormeu oy unribilan vvneeier crigineenny In eceoroøriee wan uie dppucdule iio I lvi slerluerus. riu other warranties express or implied. Distribution: (1) Elliot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Strce.t + San Diego, CA 92111 + 858-496-97.60 + FAX 858-496-9758 p.0 V& 0 Testing Engineers - U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 '825 Fax: (858) 715-5810 DSA File # DSA APPLICATION # Client P.O. # NTP # PROJECT /I CONSTRUCTION INSPECTION REPORT Project Name V Project Location A'M (iiaf I)f. C!/fr' LPf7) TImeArnvef/i*I Contractor (1i.- ( Time Departed AM I Building Permit /I 01A. 06 Plan File /I_______________________________ OSHPD E1Field Report 0 Notice to Comply NC /I Date Cleared Concrete Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant Anchors 0 Masonry 0 Soils D Foundations Welding [] Bolting a [J Fireproofing 0 Metal Decking - -- - 0 Other - - - - -. --------- Weather Man Power Documents Referenced 0 Soils Report Plans Date 0 Specs. Date 0 RFI # J1 Codes Type of Equipment Used ____________________________________________________________________ Calibration Dates Density Count ______________ Moisture Count __________________________ Sample Type: 4 11 / Gage Type Amount Made!Taken: Gage /I / S I le J. - 7 '1_1_ — .J..L — C ii A . - - L 1/ -, i .' mra-wi'maIIIII Ford 0I0 7~I'A'M/421 0151 OR Jim a' This Work 0 Was 0 Was Not The Work inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is In Conformance with 0 Mel 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: LI/I F4%tf2 DSA Regional Office: ____________________________ School District: Structural Engineer ,III' " Certification/I/ Exp. Date <2R29 1c 9' Inspector of Record Inspector's Inspector's Name _________________ Date_______________ Approval signature I Nam Reviewed by Copy to: Architect Structural Engineer " Project Inspector DSA - - Date Reviewed 1 2 -/JO i1 ?O I I w CHRISTIAN WHEELER. ENGINEER INC flATLY RVPflRT Project Name ' -1 i\cSifJ fe iJC k Project # -7()4Q7 Project Address •. — J -. - / J, Permit # _. .. Plan File # L Contractor •. ) > - Architect1Z Subcontractor Engineer .- Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry o Shop Welding . 0 Field Welding . D.Fireproofing Epoxy Anchors Material/Equipment: (' Weather: ebf- Date _rime !EL Hours Charged: 4 Lc v ç NStCcm OAJ —c ,r- . (,sj C V e,4• LCbt,JS . . Q . , ¶ . . 14e J- 4 . • L -10-4(- o4 !I- MC 4Lo v'e1 flt;i _P )• _c-(—. 75.4-C _-i•-----.---- • ' 4" 4- AJY Q J/oL)a.' flA • fr.t • __ - _ n e no otherwise,' a a 'ob is, to the best of my knowledge;in compliance th approved plans specifications. -. - . •• . • :.-: ... •.. ..• .Suflificles PerinnYJJf.X7L4..DO?e 'f.. i. • H) lnsp.or • loan (Print or.Type) . -. • .. . . • . • • ..-••• . . • . ,. . . . . .. 4925- Merciirj- street +: San Diegô,CA 921.11 + •8.58-49.6976O. +.FAX 858496-97.58 - . . w / CHRISTIAN WHEELER ft !71 ENGINEERING lA liv DP1)CRT Project Name I / I q Project # - Project Address ZLI~Z ,•t4c,((,.1 (I[i&l4OU1 Permit # _________________________________ Plan File # Contractor Architect Subcontractor - Engineer 0 Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors o Shop Welding 0 Field Welding 0 Fireproofing 0 Material/Equipment: Weather: Dote - Time Arrived: - -- Time D p0 Hours Charged: 1Ikf/ ¶L (.k oA4XD -pj?, e-c J I # s ç'YZiliit.J - j I / / /1/) I I.1f • ' 1 • Ac i/i o'L, A/ 4€d c. L-0-4 At'J41 1'1/ &J-e,t,L a- -J I&I ca/Z A jd cOA-115 (\ 1 f ,LJ • "I 'IL /'t/ (t ,ii 4 u1 (LJA; Unles libted otherwise, the work observed is, to the best of my knowledge, in compliance with the op roved plans and specifications. - Inspector/Technician's pen LAO NA ' :. A) l Inspector/Technician (Print or Type) \J .•_J 4925 Mercury Street + San Diego, CA 92111,1 + 858-496-9760 + FAX 858-496-9758 Testing Engineers - U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Project Name r PY i € 4 -e s -',d g A cA., DSA File # DSA APPLICATION// Client P.O. # NTP # PROJECT# \3qg7 Project Location 92 U Cv\O ç 5t TimeAmved_/.) ()v%l Contractor S, ICC Time Departed_2 e 'i'-' Building Permit # ___________________________________ Plan File #_________________________________ OSHPD # 034eId Report 0 Notice to Comply NC # Date Cleared Concrete 0 Reinforcing Steel 0 Pro-Post Tensioned Tendon Batch Plant Anchors Masonry [J Soils I'oundations 0 Welding 0 Bolting - 0 Fireproofing 0 Metal Decking - - fl- Other _________________________ Weather Man Power Documents Referenced [J Soils Report 0 Plans Date 0 Specs. Date ______________________ 0 RFl # 0 ôodes Type of Equipment Used__________________________________________________________ Calibration Dates___________________________ Density Count _______________ Moisture Count Gage Type Gage #________________ I fl Semni. Tvn.: Amount Made/Taken: - This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements at the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the USA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with 0 Met 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect:- Structural Engineer Inspector of Record: Inspector's Signature Approval signature / Name I Coi Reviewed by /è Cpsvio: Architect Structural Engineer Project Inspector DSA DSA Regional Office: School District: Project Name p 7' Project # - 7 -I Project Address ._ C) LAi'( U' v ) Permit # c & ( Plan File # Contractor ,- - Architect Subcontractor Engineer Reinforced Concrete 0 Pre-Stressed Concrete Shop Welding 0 Field Welding 0 Reinforced Masonry €y Anchors 0 Fireproofing 0 Material/Equipment: 2- TT P Weather: Date Time Arrived., -. Time Departed: --------- cN-7' Ta k1i7ti5 P'-' d eA't'c( Jitca( 'frl ___ G- ø L4 iv WA-5 V214(/ f34.c , 7k I (oc 164 -- -Lz& 7coec-E If 4Ls -- __ -- - ------ .. _ Unles fed otherwise, the work obseried is, to the best of my knowledge, in compliance with the opprov pl6iis and specifi tions. AJ ~Aj '~r. Llt~__ cI '4 Inspect echnician's ig lure . . - . Reg. #- Superintendents Signature ~............ . ...•• -•• Date CHRISTIAN WHEELER. ENGINEERING flA11V RPCRT I 4925 Mercury Street + San Diego-;-C-A. 92111.+ 858-496-9760-.+ FAX 858-496-975.8 Sim uve 7895 Convoy Court, Suite 18 DSA FILE NUMBER_________________________________ Ix .2t San Diego, California 92111 DSA APPLICATION NUMBER:10 _________________________ (858) 715-5800 Fax: (858) 715-5810 Project No. ___________________________________ 7829 Construction Inspection Report Project Name _& 1,11, Rc' i A41 10 Date_ / Project Location 2 Y.9 Time Arri ed_/fri Contractor h9/tc 7pq1. Bldg. Permit NOW CA 06 IJ 9K Time Departed_1 30 Reviewed by Date Reviewed Travel Time TYPE OF INSPECTION El Masonry 0 Batch plant 0 Foundations 0 Concrete 0 Welding 0 Bolting 0 Soil 0 Fireproofing "Reinforcement Steel o Pre-Post Tensioned Tendon 0 Metal Decking 0 Other e ç pe Documents Referenced Summary okd'7 P/,€,40 ,Qii'z 2,-c J cS1e-ej / Co,S5 ,1 5 I - - - _ f7JIJWZ"7 MW ------.: THE WORK: 0 WAS 0 WAS NOT INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DSA APPROVED DOCUMENTS Cc: Project Architect Structural Engineer tncnecrnr-nf-Re-grI THE WORK INSPECTED: [('MET 0 DID NOT MEET THE IRE E SO E DSA APPROVED DOCUMENTS gY; THE I .Stoture iM o ,\ DSA Regional Office School District_. C I I CHRJSTIAN WHEELER ENGINEERING l\ A I IV I) P 1) ( U T Project Nne '1) Project # 3p- 6 Project Address - ' I' Permit U c.. Plan File # Contractor ,.- ,. .i2_..i 5' Architect Subcontractor' I _______________________________ Engineer ) Reinforced Concrete . 0 Pre-Stressed Concrete - 0 Reinforced Masonry 0 Epoxy Anchors tj Shop Welding 0 Field Welding 0 Fireproofing 0 Material/Equipment: Weather: Date 1 TimeArrived: / 9 - - . TimeDepartecl: /aO/cs -/I)cPELT t)- -,r yc6J - P&'E -fr -e's' r,r-c 4rQ/ç c-;o,l()fi rfckA -- i. c a -___ fJ,...T5r -L.3 .. r&)jJt', ./5 c '-F-L- c''-. af — kI/ . A Lbt ds ) 6 noted otherwise the woric ob ................ ed is, to the best of my knowledge, in compliance witf approved Ions specifications. In ectorerechnici I \ ) i i i Reg. igna to Dal . ... c . .i • 1 k -I'-- 1ctor/fedmidon (Printor,Tyj,e) . . . '-I- 4925 Mercury Stree.t + San Diego, CA 92111 + 858-i496-9760 + FAX 858-4969758 . Job Name: Palay Residence Job Address: Contractor: Geissler lEngincering Subcontractor: Job N: 2060783 Permit #: CB062286 Plan File #: Architect:: Engineer: Geissler Engineering Test Location: Caisson Req. Strength: 3000 psi Date Sampled: 10-31-06 Date Received: 11-2-06 Sampled by: AC Tested by: NS Sample Type: Concrete, 6"x12" Supplier: Palomar Mix #: C3430015 Admixture(s): Truck #: 854 Ticket #: 192347 Mix Temp: 7750 Air Temp: Slump: 6" % Air: Min in Mixer: 71 Unit Wt: I I . w CHRISTIAN WHEELER EN C IN IE Elk ING c:oMpRIsslv1: STRENGTI-r ri:sr R1EsuI.,Ts Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 75071 11-7-06 7 28.274 63,290 2,240 75072 11-28-06 28 28.274 101,000 3,570 75073 11-28-06 28 28.274 101,940 3,610 75074 12-26-06 56 28.274 122,170 4,320 the smiip!ung, tmnctImg,curutg-an0 compressive s!rength testmwere pertorne0 by LhrIsIIan Wheeler Innunneering.ln accornance with the applIcableA lMstanflarGs. •Nn.ottler warranties express or implied. Distribution: (1) Elliot & Susan Palay do Geissler Engincering (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RICE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRISTIAN WHEELER E N G IN F. F. R INC ri.sII V 1p)rlp'r Project Nome - 1 I () \ Project # 5 (V Project Address ( Permit Plan File Contractor Architect Subcontractor - Engineefr Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry ' i) 0 Epoxy Anchors Shop Welding 0 Field Welding 0 Fireproofing 0 Material/Equipment: Weather: Date - Time Arrived: - -- - . Time Deported: Hours Charged: - - - - - -i •ô - ,k VSu 4 -el k' c-vf /0) fD (c,,41 ,ç,, /ch4a.0 1') i. 3 74/) c", 4Z1.1&1fL( 1igtI4Aç ç aD I 4,-I.--1S cJ.p 4Pp,-ircc(Q -I&O f'oe 2-r"( Lv), 4fr1 c/f t 1 li e.ef, 14 SL (ci L £)$J +1 - .PV(t1c7&1 jedt -1-cu AA I flO_. J L' JeJ 4Q9 5J- 7 n s noted otherwi the rk observed is, to the best of my knowledge, in compliance with he app ovp9fluaads ecifications. Reg.# ce; 2_1 6 Inspector/Tedian (P lint or T pe) I J-4' - 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRJSTIAN WHEELER.. E N C IN E C P ING COMPRESSIVE STRENGTH TEST RESULTS Job Name: I'alay Residence Job N: 2060783 Job Address: C-2458-Uni6ornio-Strect; Carlsbad Permit #: CB062286 Plan File #: Contractor: Geissler Engineering Architect:: Subcontractor: Engineer: Geissler Engineering Test Location: in 2" from bottom at pier l,J and P Req. Strength: 2500 psi Date Sampled: 11-7-06 Date Received: 11-9-06 Sampled by: JS Tested by: NS Sample Type: Concrete, 6"x12" Supplier: Palomar Mix #: C3430015 Admixture(s): Truck #: 551 Ticket #: 194391 Mixlemp: 780 Air Temp: 800 Slump: 31/2" % Air: Min in Mixer: 60 Unit Wt: Sample # Date Tested . Age (days) Area (sq. inches) Maximum Load (lbs) Comp. Strength (psi) Failure Type 75315 11-14-06 7 28.274 72,900 2,580 75316 12-5-06 28 28.274 110,360 3,900 75317 12-5-06 28 28.274 107,980 3,820 75318 Hold Inc sampling, hanclilng, curing ana compressive s,rengm iesnng were perrorinea DY nrisuan wneejer tngineering in accoruance wnn Inc appiicauic IwI lvi stanuarus. mu vuici Wdliallitub express or implied. Distribution: (1) Elliot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mrcury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRISTIAN WHEELER ENGINEER INC DAILY RIPflRT Project Name . . . Project # 7 07 8 Project Address " . . . z &-ri, c.cwnj c,- ..S-i 6 4'?' Permit # C t3 Plan File # Contractor . G-I5L1.e_ . Architect Subcontractor . - Engineer . 0einforced Concrete. '.' 0 Pre-Stressed Coiscrete D.Reinforced Masonry . 0ShopWelding . . . '. 0 Field Welding •. ' v :. -. Q.Fireproofing 7 0 Epoxy Anchors . .. - Material/Equipmenh . . • . . . •.. .. A 'D j7 . - Weather ate • L- .Timá Deponed .J.HoursOorgedi ti/i/o ,a OfvO) A4t 7) fsC/SThE7Ti/ Cm c r Y1 (AaZL -4-' Do / nie - - tc.4& 61 -3t# o4 Qs- n,L4. t5 tw -_b•Y4' ZA 1 7 . ... Unlesnoted.oie-the wO, observed is, tolls. bes*.of.rny.knowledgç,In mpr.anc..wdb th'aproveplanL and) ,cOhOnL.-. . ..-•.- in' r1TbcWIdaWs-Slgnbtuie Z5upe 4&2 Insp.r/Tedvddan (Pru* or Type) 1 -..-". +8-S8496;49.7644FA-X8S.i..; Testing Engineers- U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 DSA File # DSA APPLICATION # Client P.O. # NTP # PROJECT# CONSTRUCTION INSPECTION REPORT Date _/1- j -O Time Arrived _/0 Time Departed_(7 Plan File #_______________________________ OSHPD # Notice to Comply NC # Date Cleared Reinforcing Steel 0 Pre-Post Tensioned Tendon C] Batch Plant El U Masonry r- u Soils U Foundations -D Bolting . C] Fireproofing 0 Metal Decking • ' t-' 14h' - :Weath. Man Power Project Name r i:. Project Location Contractor Building Permit # (- 3o (e Field Report JJ' Concrete D Anchors E] Welding o Documents Referenced 0 Soils Report 0 Plans Date 7// 7,16 (. • D. Specs. Date U RFI # U Codes Type of Equipment Used Al- ele, Q ;-. - ( 11;4 .- - Calibration Dates______________________________ Density Count _______________ MoistureCount Gage Type Gage #________________ Sample Type: ( , Amount MadefTaken: 7 ø. ' ?/3 M;V f' f/• / ? • 8d //C14 L/ i Oac 4 A f Y ,J 2Y This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with -cn 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Anftf: Structural Engineer 717 ////-7 - / Inspector of Record: / / Approval signature / Name! Company 1W L Inspecto? !gnature 7 Reviewed by Cony to: Architect Structural Engineer Project Inspector DSA DSA Regional Office: School District: Certification #/ Exp. Date .2( tiZó /Inspec... - "-me "14 1 6 5 j • Date Date Review' /-V,, 0 Testing Engineers - U.S. Labs I* 7895 Convoy Court, Suite 18 San Diego, California 92111 S,.782j.) Fax: (858) 715-5810 o Phone: (858) 715-5800 CONSTRUCTION INSPECTION REPORT Project Name / ' 10'7 f"7 I'-.-- Project Location L4.a4 112-2""h / '1 6 e ,1eT c Contractor Building Permit # C-506 e 7 Plan File #_____________ Field Report [J Notice to Comply NC is El Concrete .)J Reinforcing Steel 0 Anchors [] masonry Welding 0 Bolting Other ___________________________ Weather Documents Referenced El Soils Report Plans Date 0(i [1 Specs. Date Time of Eouioment Used DSA File is DSA APPLICATION is Client P.O. is NTP is PROJECT# 50 /3)9'17 Time Arrived_ Time Departed OSHPD# Date Cleared 0 Pre-Post Tensioned Tendon 0 Batch Plant El Soils El Foundations El Fireproofing El Metal Decking Man Power DAFI is Codes Calibration Dates Density Count ________________ Moisture Count Gage Type Gage is_________________ 0 Sample 1pe: Amount Made/Taken: kIu1 LV -e '? / "cC. The f/.OcII4 25 ,4,J 04$4 1144 3" c 1c3 &-di- / 7k I .&JL.1 çfr1l -,Lc. >4 /l41Kcdc ;r 7L, , s ?' This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with at 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect -#' '1 DSA Regional Office: Structural Engineer Ci 4,J 4 School Inspector of Record: (ii1V o1 (:- (9J42" Certification #/ Exp. Date le Inspector's ,4,4::1r#1 Inspector's Name Dô.#i 5?- -rr - 7Oc( Approval signature/Name/Company G1 (QAL iiY'b Dateh Reviewed by Date CODY to: Architect Struótural Engineer .oject.jnSpectoL. w CHRISTIAN WHEELER ENGINEERING fl All V RPPflRT Project 1 J4NP A Project # 2(D o7 P3 Project Add ess 1',(o44)/O Permit # 2&s / C.. OC-2a Plan File # Contractor Lbo - Architect Subcontractor Engineer 6 s 5le. c einforced Concrete 0 Shop Welding 0 Pre-Stressed Concrete 0 Field Welding 0 Reinforced Masonry 0 Epoxy Alchors 0 Fireproofing 0 Material/Equipment: Weather: moo Date Time Arrived: Time Departed: Hours Charged: 4b Abr )D9/574)c iVc -. U ted otherAe, th work o OW rved is, to the best of my knowledge, in compliance with the approved plans and specifications. Reg. # Superintendents Signature Dote U44 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 - W CHRISTIAN WHEELER ENGINEERING DAILY REPORT Project Nammep Project # Zo 07 8 5 Prolect Address °.' ' CIQ) 6 q' Permi'# C i Plan File # Contractor Architect Subcontractor Engi r ee EN6- einforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry o Shop Welding 0 Field Welding 0 Fireproofing 0 Epoxy Anchors 0 pment. MoteriE,i / _ Weather: ht7 Date Time A)rived: Time Departed: //040 Hours Charged: 1117 lo . Ocr's. ,o .o -coZP IF aeaVO) 2J&O 6 t __ bt5) 5 CI Th1!1 r ___ ij cI t Ad 0105 64 2A C. (24 (AeZi LrZ4722X1 keltVlk 't -iiij otovi / aaJ (Yl.k) ci.4 7A 4e4t c C7 /i cf &, zZ— OJ S) If f Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the apovedpIons and ni5ie TT7SD lnsp Reg. # Superintendent's Signature Jot1 Inspector/Technician IPrint or Type) ifications. 11/7/ Dote 9~ 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 W_ CHRISTIAN WHEELER E N C I N E E R I N G I'% A I I V 1) r 1) ( D'I' Project Name - f ;R V Mi.d- c Project # Project Address / - ... ç,ZA.b Permit # Plan File # Contractor I (etL eriL. Architect Subcontractor U ) Engineer 44ALee,( 0 Reinforced Concrete o Shop Welding 0 Pre-Stressed Concrete 0 Reinforced Masonry ) JO Epoxy Anchors 0 Field Welding 0 Fireproofing ' (:'p e'5 Material/Equipment: Weather: ' /SAI%l/ Date Time Arrived-:-- - Time Departed: H ours Charged: I!i3Jó -it cA/-A -- If A 4 Ate 6AI~ 0-1 - -a 4R 4v qj~ 1 1 t1 -f -t-1- 'i-.h cd//O -• ____ __• c )Unless noted otherwise, the worWobserved is, to the best of myknowledge, in compliance with thespproved plo nd specifications. , fli1/ t----- cc ?14c çjp 77- inspctorfrlcnicion's Si n tur Reg. # Su e n en? s Si aure lnspe /T chni-C-1-0n(PntorType)1' . 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 - U V • 0 Testing Engineers - U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 '82s Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT DSA File # USA APPLICATION # Client P.O. # NTP# [PROJECT # Project Name N.') (C/( . &C i . I Date 11' 5 Project Location Y-7 L/ (/'1tcdOvvo .'I Time Arrived Contractor __________________________________________________________ _ _ _ _ _ _ _ _ - A Time Departed / Building Permit # Plan File # OSHPD # bield Report 0 Notice to Comply NC # Date Cleared [] Concrete 0 Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant D Anchors 0 Masonry Er Soils [] Foundations 0 Welding 0 Bolting 0 Fireproofing 0 Metal Decking - U- Other--- - --- Weather_______________ Man Power _-_- - -- Documents Referenced 0 Soils Report 0 Plans Date 0 Specs. Date 0 RFI # 0 Codes Type of Equipment Used_____________________________________________________________ Calibration Dates Density Count ________________ Moisture Count Gage Type Gage # 0 Sample 1rpe: ount Made/Taken: Po d2€( ofvq E)C+;v1 l'tQi cJccci1 +0 c8ciect ' /ç,4L 1970*_&co-i AL 1I( - 6o.e ie 04 This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the USA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the USA Documents Requirements of the USA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the USA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with o Met 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: Structural Engineer: Inspector of Record: Inspector's Signature Approval signature / Name! Company Reviewed by Copyio: Architect Structural Engineer Project inspector DSA USA Regional Office: School District Certification # / Exp. Date Inspector's Name 1t1t _k "09— _- Date_____________ Reviewed Cc: Project Architect: DSA Regional Office: Structural Engineer School District: Inspector of Record: Certification SI Exp. Date Inspector's Signature / 1." Approval signature/ Name I Company Reviewed by Copy to: Architect Structural Engineer Project Inspector DSA Date Reviewed 0 Testing Engineers - U.S. Labs 7895 Convoy Court, Suite 18 ( ) San Diego, California 92111 1.! Phone: (858) 715.5800 1829 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT DSA File// DSA APPLICATION # Client P.O. # NTP # l,. ..7 PROJECT# Project Name I IA IV . i%_-11 .- 'Vt c. Vt L%./ uaie_i I Project Location - (A( tA ') ) J Time Arrived f Contractor , _____f Time Departed - Building Permit # ___________________________________ Plan File #_________________________________ OSHPD # ( Field Report D Notice to Comply NC # Date Cleared C] Concrete 0 Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant o Anchors 0 Masonry ''Soils [1 Foundations 0 Welding 0 Bolting 0 Fireproofing [J Metal Decking -. ...___Dother Weather ______________Man Power Documents Referenced 0 Soils Report 0 Plans Date [J Specs. Date 0 RFI # 0 Codes Type of Equipment Used ____________________________________________________________________ Calibration Dates Density Count ________________ Moisture Count Gage Type Gage #_________________ C] Sample Type: Amount Made/Taken: n.'t 1 iisi,e€ ic i>o'I;vcs XN/I. Tked lf( (.4)/ 1ClJf This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the equirements'of the DSA Documents. 'Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet theRequlrements of the DSA Documents. CERTIFICATION OF COMPLIANCE: lathe best of my knowtedge, all of the observed work, unless otherwise stated, is in ConformanCe with o Met o Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Job Name: I'alay Residence Job Address: Contractor: Geissler Enginccring Subcontractor: Job #: 2060783 Permit #: C13062286 Plan File #: Architect:: Engineer: Geissler Engineering Test Location: Caisson Req. Strength: 3000 psi Date Sampled: 10-31-06 Date Received: 11-2-06 Sampled by: AC Tested by: NS Sample Type: Concrete, 6"x12" Supplier: Palomar Mix #: C3430015 Admixture(s): Truck #: 393 Ticket #: 192255 Mix Temp: 72.50 Air Temp: Slump: 71/4" % Air: Min in Mixer: 90 Unit Wt: w CHRISTIAN WHEELER ENG IN C C ft ING COM I'll ESSI\'E STRENGTI-! TEST RESUJ.TS Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 75067 11-7-06 7 28.274 63,010 2,230 75068 11-28-06 28 28.274 104,120 3,680 75069 11-28-06 28 28.274 103,750 3,670 75070 12-26-06 56 28.274 117,940 4,170 no Sar.lpllflg, nar.aiing, curing ana compressive sirengrn testing were perrormeci Dy (nr15t1an wheeler tnguneering in accordance with the applicable AIM standards. No other warranties express or implied. Distribution: (1) Elliot & Susan Palay do Geissler 1.:nginccring (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 CHRISTIAN WHEELER E N C IN E E III N C COMPRESSI \' E STRENGTH TEST RESULTS Job Name: WNllidi& Job Address: 2458-Unic6rni6--Scrc—c-t~Cicrlsbad=m Contractor: Geissler Enginccring Subcontractor: Test Location: Caisson Req. Strength: 3000 psi Date Sampled: 10-31-06 Date Received: 11-2-06 Sampled by: AC Tested by: NS Sample Type: Concrete, 6"x12" Job #: 2060783 Permit #: CB062286 Plan File #: Architect:: Engineer: Geissler Engineering Supplier: Palomar Mix #: C3430015 Admixture(s): Truck #: 854 Ticket #: 192347 Mix Temp: 7750 Air Temp: Slump: 6" % Air: Min in Mixer: 71 Unit Wt: Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 75071 11-7-06 7 28.274 63,290 2,240 75072 11-28-06 28 28.274 101,000 3,570 75073 11-28-06 28 28.274 101,940 3,610 75074 12-26-06 56 I ne sampling, nanaling, curing ano compressive sirengin jesting were perrormea oy unnstian vvneeier tngineenng in accoroance wan me appiicaoue ma i WI stanDarDs. No other warranties express or implied. Distribution: (1) Elliot & Susan Palay do Geissler I:'ngincering (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 I, w CHRiSTIAN WHEELER. E N C IN E E It ING c:oMpR i:ss I \' i: S1'RENG'1'I-I TI-.-S'1' RESULTS Job Name: Job #: 2060783 Job Address: Permit #: 03062286 Plan File #: Contractor: Geissler Engineering Architect:: Subcontractor: Engineer: Geissler Engineering Test Location: Caisson Supplier: Palomar Req. Strength: 3000 psi Mix #: C3430015 Date Sampled: 10-31-06 Admixture(s): Date Received: 11-2-06 Truck #: 393 Ticket #: 192255 Sampled by: AC Mix Temp: 72.50 Air Temp: Tested by: NS Slump: 71/4" % Air: Sample Type: Concrete, 6"x12" Min in Mixer: 90 Unit Wt: Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 75067 11-7-06 7 28.274 63,010 2,230 75068 11-28-06 28 28.274 104,120 3,680 75069 11-28-06 28 28.274 103,750 3,670 75070 12-26-06 56 I ne sampling, nanauing, curing ano compressive sirengin tesiung were perormea Dy LflflSilafl vvneeier tngineenng in accoraance wan inc appiicaoie # I M stanaaros. NO other warranties express or implied. Distribution: (1) I:mot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 - L458tczp0 ' ve t1 Testing Engineers U.S. Labs -----.---.----7895ConvoyCourt, Suite 18 ••. -:'-; ç F . . .. San Diego. California 92111 . •. -& . .. .. 6SAAPPLICA11ON # Phone: (858) 715.5800 . 1826 Fax: (858)715-5810 Client P.O.# II NTP# - . PROJECT# CONSTRUCTION INSPECTION REPORT Project Name .•-' Date__________________ Project Location 1111111VWQ t777 (?ñ/ 4 Time Arnved_/O OQ ('f/. (5'Jg FiiiF'i2iP, /.'/'d//4 : Contractor Time Departed Building' lnft# I ',G)t;, ..• Plane#. •" /7/4• • ()sHi.;# • Iild Report 0 Notice to Comply NC # Date Cleared • . .-.. .,• ncrete 0 Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant • ... 0 Anchors 0 masonry Soils 0 Foundations 0 Welding 0 Bolting 0 Fireproofing U Metal Decking . . . 0 Other . Weather_____________________ Man Power______________________________________ Documents Referenced 0 Soils Report lansOate')/.2(' (, 0 Specs. Date_- 0 RFI# 0 codes Typeof Equipment Used -• Calibration Dates Density Count .' Moisture Count Gage Type Gage #_________________ 0 Sample pe: Au tint Mad&Taken: I .. ,/.. ,- —71' -• - I / --7 / /,-c AV —/7Y/ r•4 Shii: 7- &:77, c&JFI /A i'1,cVT t/CE /?g1/M('E/MEt)7 ( 7 1L/u rc) 772)/x - I4'x E419/ J' 3 7 I /C/ S - ( 7 1//7t_ /9 , - /14 4 / 42/) ./67 • .. .•- . . •.. . •- 7e) k - /J jig, c /VF//// 72') 7- 1JZ S )t1ii/?2/2 / .12117-13 ZAL f, /.h4TCI1J'djn f ____ This Work 0 Was 0 Was Not The Work lnspeàted 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents Requirements of the DSA Approved Documents. . The Work Sampled 0 Met 0 Did Not meet the Requirements of the OSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Archftect:L.'s• t DS'RgioalOffice: Structural Englneer, (tf7csJE,i'/j91j'9 fF'X 1/2 Y School District: Inspector of Record: Certification #1 Exp. Date -., •..,OI -7tTv,'/(._- Inspector's Signature /IJ4 __i(-''/'J.J..-_ Inspector's Name Approval signature/ Name! Conany I e_.- __-,e_—')I Date_____________ Reviewed by - ____- _I _. Date Reviewed Copy to., Architect Structural Engineer Project Inspector DSA w CHRISTIAN WHEELER 41 ENGINEERING DAILY REPORT Project Name Project # Project Address --- c cgg Permit # ,. C. Plan File # Contractor - Architect Subcontractor Engineer ss Reinforced Concrete 0 Shop Welding 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Field Welding 0 Fireproofing / 0 Epoxy Anchors 0 Material/Equipment- Weather- (7' Date Time Arrived: Time Departed: / y) Hours Charged: 4 Lc3 I )P 1/ CJuc. J LfrdS or atod J cdtckJ ,P c Lf7 d (Lrrr) 1f1# 61 ,)R A rcpoI I C JcA— f C ( ?k1f LJ/ 7,2 9P ç (- was C' . d- 7Z c F d sk Unless n d otherwise, the observed is, to th est a y know e in m cow h s nd specificar~s. Inspector/Technician (P int or Type J 4 an4925 Mercury Street Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 oJTCaTiTSk6J 'IJ CHRISTIAN WHEELER C N C I N C E R I N C COM l'R lSSI\' Ii STRENGTI-I TEST RESULTS Job Name: Palay Residence Job Address: 2458 Unicornio Street, Carlsbad Contractor: Geissler Engineering Subcontractor: Job #: 2060783 Permit #: CB062286 Plan File #: Architect:: Engineer: Geissler Engineering Test Location: #,\, C, E and TP9 under pin piers Req. Strength: 2500 psi Date Sampled: 10-20-06 Date Received: 10-23-06 Sampled by: RR Tested by: NS Sample Type: Concrete, 6"x12" Supplier: Palomar Mix #: C3430015 Admixture(s): Truck #: 863 Mix Temp: 760 Slump: 6½" Min in Mixer: 80 Ticket #: 189528 Air Temp: 780 . %Air: Unit Wt: Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 74662 10-27-06 7 28.274 57,150 2,020 74663 11-17-06 28 . 28.274 94,500 3,340 74664 11-17-06 28 28.274 95,990 3,400 74665 12-15-06 56 the sampling, handling, curing and compressive strength testing were pertormed by christian Wheeler Engineering in accordance with the app!icable ATM Standards. No Other warranties express or implied. Distribution: (1) Elliot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed.by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San 1)icgo, CA 92111 + 858-496-9760 + FAX 858-496-9758 'ii CHRISTIAN WHEELER E N C I N E E P. I N C CO M PRESSIV i: sTRI:NGTl-1 ri:s'r iis ui.;rs Job Name: Job #: 2060783 Job Address: Permit 4: CB062286 Plan File 4: Contractor: Geissler Engineering Architect:: Subcontractor: Engineer: Geissler Engineering Test Location: #A, C, E and TP9 under pin piers Supplier: Palomar Req. Strength: 2500 psi Mix 4: C3430015 Date Sampled: 10-20-06 - Admixture(s): Date Received: 10-23-06 Truck II: 863 Ticket 4: 189528 Sampled by: RR Mix Temp: 760 Air Temp: 780 Tested by: NS Slump: 61/2" % Air: Sample Type: Concrete, 6"x12" Min in Mixer: 80 Unit Wt: Sample 4 Date Tested Age (days) Area (sq. inches) Maximum Load (lbs) Comp. Strength (psi) Failure Type 74662 10-27-06 7 28.274 57,150 2,020 74663 11-17-06 28 28.274 94,500 3,340 74664 11-17-06 28 28.274 . 95,990 3,400 74665 12-15-06 56 28.274 120,220 4,250 tile sampling, handling, curing and compressive strength testing were pertormed by Christian Wheeler hnglneenng in accordance with the applicable AS I Mstandards. iyo other warrantie - express or implied. Distribution: (1) llliot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRISTIAN WHEELER ENGINEERING DAILY RFPORT Project Name i'Ifri Resc1 Project # Project Add ,5p Architect 1 1Plan File # Contractor . • 6eIsIe4 '4&Ufli Subcontractor / Engineer • i • Reinforced Concrete D Shop Welding 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Field Welding 0 Fireproofing " 0 E$sxy Anchors Material/Equipment: STr 22 fo17itJJv tc.e.o • S.V7i)eq. 5/o8 &èJ*l67Zwi Weather: ç ,b 1Q'iu., 8O1PF) A/6R,ecJiii2 SY-ee.I Date Time Arrived: / 3 00 Time Departed: 14 30 Hours Charged: 1 O.4, ,op'/o' Acrz t6i proob( /4Lyrd7,n fe4aJ ,4 /5 reJ,,f,di de.I 47 /ZL f0a"41 kahs-Is ___ Re#i 13 p dI! r, Ciii /lp/mis. J?J 64 p dJ1 €.. Call 'I .1 4z4dl p4 CY5-'Zfic. h'7 nil 4.i 4,i1' i,isyaJc 1Pt IL'. l7 & ~r5tp00r d.*117 9-0 TraI1.nc ) A44 NM s!J1' tn&jøøSC wI/a /tQ Jmic wsWi a1 i wue *'/"4'n 4010 (?u /Acth'pn pio( 4r Cwiüi.k Wo a' ed.l k4ecM,a iZ 4 ,'tLaLd) -wig A 4/ 191: flL €k1_p94.19ki wa.-!, vrxkn j r Ml pti 4t/tieMt J*i IlL r.utnc. 4'1k 14 4nJ.#i unji4pinriin 'P-S m'I 1c,i dcç/1 dtJJlyflPtfIuftS 111z — h11L yyki-I i-A,i vt A41 kLIs. ___ Unless noted otherwise, th work o served is, to the best of my knowledge, in compliance with the approve s. ns and specification lnspector/Technician'snature Reg. # Superintendent's Sig ate ,?22L). sic" In I ac !~!441J Inspector chnlcian (Print or Type) ó?Wj($J61 I ISfl.1 V 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 C j 43 o4 CUXAS6J - ::. : •.r ... - .Testlng• Engineers -U.S.Labs .:.7895 Convoy Court, Suite 18 San Diego; California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 INSPECTION AEPORT DSA File --__- i 1 DSA APPUCATION # Client P.O.# NTP# PROJECT# J19L/f1' Project Name / 1' Date 1(2 (c /0fo Project Location / 5 R Time Arrived_- / -2 . Contractor - Time Departed Building Permit # C CX, Z2?.é Plan File #______________________________ OSHPD # - Field Report 0 Notice to Comply NC # Date Cleared - '1 0 Ba4 Plant t Concrete PLReinforcIng Steel 0 Pre-Post Tensioned Tendon C] Anchors 0 Masonry 0 Soils 0 Foundations 0 Welding 0 Bolting 0 Fireproofing 0 Metal Decking Other (ITYV)/ Weather Man Power . Documents Referenced 0 Soils Report 0 Plans, Date 0 Specs. Date 0 RFI # 0 Ches_- Type of Equipment Used Calibration Dates________________________________ ____________________________________________________________________ Density Count ____________ Moisture Count - Gage Type Gage #_____________ Sample 1rpe: . Amount Made/Taken: 4: _(__ '- :4 -f.,'--- -- --- ----• bill M - ii p -_A.__.• A T F This Work 0 Was 0 Was Not . The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents Inspected, Tested, and Sampled in Accordance With' The Work Tested 0 Met 0 Did Not meet the Requiruments-of the DSA Documents. 7 Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. (CERTIFICATION OF COMPLIANCE: To the best of my knowledge, allot the observed work, unless otherwise stated, Is In Conformance with Met 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect____________________________________ DSA Regional Office: Structural Engineer 4('1' Ci 'i'-Y' School District: Inspector of Record: Certification # IExp. Date <,, r fr9c" C. lnspec Signature Inspector's 'C Approval signature / Nam /5,mj,y 1 ' Date_____________ Reviewed by '4M'A' .- Date Reviewed Coov to: Architect Structural Engineer - Project Inspector DSA W , CHRISTIAN WHEELER EN Cl NE ER INC . •.DAI•LY REPORT Protect Name 7 f Project# Project Address j. 2y (JLo'so - t(4O14L Permit # Plan File # Contractor , / Architect Subcontractor Q Engineer Reinforced Concrete 0 Pre-Stressed Concrete Shop Welding 0 Field Welding 0 Reinforced Masonry 0 Fireproofing Epoxy Anchors Material/Equipment: -. . Weather: - Date Time Arrived: Time Departed: Hours Charged: /O/z/c% T ( i& .-ce cs -je9 jr.1)Lfg9f1t..,Lic. /LL9 , 'Re,.i.• FJ # — All. c&f jaoc - L ev 1. i .. _J__1__i Ab gor __ :{-O LooF .- ( loo • __ Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. Inspector/Technician's Signature Reg. # Superintendent's Signature Inspector/Technician (Print or Type) Dote 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 .: , '-', : •'• :.' , .: Testing Engineers -U.S. Labs 7895 Convoy Cowl, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT DSA File # • --•______ -" DSA APPLICATION #, Client P.O.# -.V. PROJECT # • f_'52 9_(./_7 Project Name Gf e', cYi Date_f -J - ° Project Location c 1t'Ct. Sf Cox )S 0( C/ Time Arrived Contractor & 55 le C" Time Departed Building Permit # ________________________________ Plan Ale #______________________________ OSHPD # "Aeld Report 0 Notice to Comply NC #_" Date Cleared C] Concrete 0 Reintorcing Steel 0 Pie-Post Tensioned Tendon 0 Batch Plant C] Anchors [J Masonry Iiis 0 Foundations 0 Welding 0 V- Bolting 0 Fifproóflng' 0 Metal Decking Other ________________________ Weather____________________ Mn Power Documents Referenced 0 Soils Report 0 Plans Date 0 Specs. Date_ ' .. 'D.'RFT # 0 Codes Type of Equipment Used CaljtratIon •. Dates________________________________ Density Count ____________ Moisture Count_______________________ Gage Type Gage #_____________ 0 Sample Type: Amount Made/Taken:I A't'( Ovl _$_cck4 ó1çS' -1iI FG V - ••,,•:.J"•.' j tA O 'côcCIs X(fJ Jer e This Work 0 Was 0 Was Not The Work Inspected .0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, rested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the DSA Documents Requirements of the OSA Approved Documents. . The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, Is In ConformanCe with o Met 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: Structural Engineer Inspector of Record: Inspector's Signature Approval signature! Name/Company Reviewed by Copy to: Architect Structural Engineer Project Inspector DSA DSA Regional Office: School District: Certification #1 Exp. Date Inspector's Name Date Reviewed Date W•H CHRJS11AN WHEELEP, ENGINEERING flAtlY RIPORT Project Name . . ... Proiect# 2 O ( O1 B 7 Project Address .• •. . . - . - 2:54 I)nicorio . -. .. Permit # . ..- Plan Fil. # Contractor Ge •SSli'A 1?('<4t4(2 Architect Subcontractor . . ., . . . . . . •... . Engineer . .- . . . . -.- . .. . G_eIs SI ec1?es;cIe VJ Reinforced Cosicrete: --.- D PreStressed Concrete .-- •.. 0 Reinforcd Masonry 0 Shop Welding •. -. . . . 0 Field Welding'. . (J Fireproofing -- - . . . . .0 Epoxy Aàdârs ... . . ... .0 - . .... Material/Equipment: . . . -. ,.. -. [-1 . . . -. ,,.... ca 34-3o 01 S- ç' Z . . 4lOrntf c&nSi- Y71h. Weather. . 1 ... I Time Depaited23 !... .- .......,. HauOarged . .. • _____ 'P47rw Spr) tflS12ett+I, cc .. reVPc-k CSr1A4i,, 'icij. 1ih spi lJ't-A-ilc n .. ... . + Cofle*' fI4 - Lei 5.rn') &A, Y, • C cJTP ( fJ 1$)-) ..jJcti-( -kk CovY4.' Ic pIez. + - yrchs4c. Q6aa o4 4 (),Io-.: (rYL1c iii noL4 -Pir' and specifications.. Unless noted otherwise, the served-is,to the best of.myknowledge,incompliance theapproved 160 :La UkWko lnspector/Ted ,, Signature. Reg. # . perintendent ssl9naturej . .., - Dote () "L/ lnspectorfTedinlcian (Print or Type).. ..-. . . . . . . . ....... . .. . (;(..ej Ii 4925.McrcurySt.rect + San Diego, CA-.92111 +-858-4969760 +.F.AX 8-5.8;4.96-9758 ..- ..'. ...: . . Volu v - 0 Testing Engineers - U.S. Labs 0. Testing Engineers - Inland Empire 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 3. San Diego, California 92111 Murrieta; California 92562 Phone: (858) 715-5800 •. Phone: (951) 677.0366 1825 Fax (858) 715-5810 Fax: (951) 677-5761 / CONSTRUCTION INSPECTION REPORT DSA File #- DSA APPLICATION Client P.O.# NTP# .. . -. .. .- ,• ... PRC# . An Project Name fbr Date_fu4o/t1b.. Project Location Time Amved___________________ Contractor ((8f Ct5/e 1LII (. '? Time Departed_3 Building Permit # ().t22 Plan File #_______________________________ OSHPD it Field Report "0 Notice to Comply NC # Date Cleared r Concrete . Reinforcing Steel Pre-Post Tensioned Tendon U Batch Plant 0 AC! Tech - .. 0 Masonry . U Soils . . U Foundations U Welding . - 0 Bolting U Fjriproofind U. Metal Decking U Other _____________________ Weather an . . . . Documents Referenced U Soils Report Plans Date . Specs Date - El AFI it Codes Type of Equipment Used -- / Calibration Mates - -. ''' Density Count Moisture Count ________________________________ . '.•-- . . Gage Type -' Gage it__________________ . AmountMade!raken: ,erôc SámpIeype:.0 . . )SeVhP4t10 cCJ ci 'øe 4-2'J-I, f/-- : .,L.:77'—./.. r'ifc,nA2v /fIfr1(-1. A1,X 'Ve , 3xb -is:1: M /1/, Y 3 '/3o,5 er' /iy4 A sW 1417cPJ6o c1~ i c M12 . 4 /,7L4 , L€1 %/ 75 °c) ifdcRe 5thv.2/ 'X /' c %1c/v /1 T VI 1bn & 7 P'fr ve4i 2 OPP R R o r -c Pev Pw 77v o/,31-47 ii -.. c-:.. :1...••f This Work 0 Was 0 Was Not The Work Inspeóted 0 Met 0 Did Not Meet the Requirements of the DSA Documents. lnsted, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the bSA Documents. - - Requirements of the DSA Approved Documents. - The Work Sampled 0 Met 0 Did Not rneetthe Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is inConformance with 0 Met 0 Did Not Meet. - the approved plans and specifications and the workmanship provisions of the Applicable code. - - Cc: Project Architect: '/tSS/é'iV 4!",96"Y' DSA Regional Office: - Structural Engineer: 1" 1 .54,2 '' School District: Inspector of Record: C. 4te ()C r1111,k 42 Certification #1 Exp. Date c- 5ect r -579-- 2? Inspector's Si natu Ins or's Name reC ! £& Date___________ - Approval signature I Name I Company ( Reviewed by Date Reviewed I -. Cony to: Architect Structural Engineer Project Inspector DSA V -. CHRiSTIAN WHEELER. ENGINEERING DAILY REPORT Project Name ies Project # zoc Project Address vc1 (A(/( MD Permit # Cl3Oz28C Plan File # Contractor .- j • Architect - Subcontractor ' ) Engineer '4 Reinforced Concrete Shop Welding 0 Pre-Stressed Concrete 0 Reinforced Masonry—) 0 Field Welding 0 Fireproofing 0 Epoxy Anchors 0 Material/f quipment: Weather: - Date Time afrivdi: Time Departed: Hours Charged: 7'd -fo / 49 /&9 çA-cJe T i d,r'&s II4)f 440 (m iL • .- -• / ' Z t6 7 A) Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. Inspector/Teco e uperintendent%-$ignature Date Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 P' CHRiSTIAN WHEELER. ENGINEERING DAILY REPORT Project Name 'P4LQ 4Zesdevet Project# c- 3 Project Address Permit #C 80 22. s I °" Fite # Contractor • Architect Subcontractor 6 Engineer essIQr 1esie.. Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding 0 Fireproofing 0 Material/Equipment: MCA i- c. 34-300 i s c P4Oh, F.E2g tfl Weather: Date Time Arrived Ji Time Departed: Hours Charged: 4 c CovSb)th4 bi"VLi SpeiJ _____ ____ ••c -6 ccnci, piy - c9wi4frth, S4) t4s h;($qJ A C E i rP (-h iz) ____ ci "2. 4aI'Lc oc 44i1c COflCj Lic p)L 5f ORK Li s4I ç c.J s -(j Saki :kdIO54 - ___ Oi- eI- .4- 4- eyThIa L4i ffi°LA41 4r Sy Work, AVJ yv-q13 v W146 Unless noted otherwise, the wo served is to the best of my knowledge, in compliance wi the appro*ns V410 106-OMI-51 -11 Q Reg. # S erintendent xi l'iD Q lnspectorJTechnician (Print or Type) - 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 Cc: Project Architect: (yIt' Structural Engineer Inspector of Record: DSA Regional Office: School District: Certification SI Exp. Date 2S2 9_ 29 ReiA-d Inspector's Signature Approval signature I Name / Company Reviewed by . ...'.-..-- ..--. - rt -44L- .. dr4.. .... - -. '--- - a— — - - - --a' - %u V • _L.. a Testing Engineers -.U.S.LabS:. 7895 Convoy Court, Suite 18 V en San Diego, California 92111 Phone: (858) 715-5800 - 7829 Fax: (858) 715-5810 DSA Ale # - --'---- - -•---- - -- ...-.--.— - DSAAPPUCATION #1 Client P.O. # NTP# PROJECT# 38/-/3S'7 't?/ Project Name Project I cation I7 iy,,' cnsc ir, Contractor 6 11g cg/pj-. 7e.- - - Building Permit # (' 13 O'?,?. S'& Plan Ale #______________________________ (I Fieli Report 0 Notice to Comply NC# Time Arrived. Time Departs OSHPD S — Date Cleared Concrete Reinforcing Steel 0 Pre-Post Tensioned Tendon 0'Batch Plant El Anchors 0 Masonry 0 Soils 0 Foundations Welding 0 Bolting 0 Fireproofing 0 Metal Decking Other________________ Weather______________ Man Power - Documents Referenced 0 Soils Report Plans Date 0 Specs. Date__________________ 0 RFI S Codes Type of Equipment Used - -• Calibration Dates Density Count ____________ Moisture Count Gage Type_'' - ' - GageS - Sample Type: Amount Made!Taken:n: I • * • ..• •- - ..- . *1 This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPUANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, Is In Conformance with o Met 0 Did Not Meet. the approved plans and specifications and the workmanship provisions of the Applicable code. Coov_to: Architect Structural Engineer Project Inspector DSA w CHRJSTIAN WHEELER. ENGINEERING DAILY REPORT Proiectp Project# 0-7 , 3 Project Address ;& 5rcP5BA) Contççto - Permit # C' O2, 2 Plan File # Architect Subcontractor Enginr 0 Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry $poxy Anchors o Shop Welding 0 Field Welding 0 Fireproofing Moteqm WeothN: - Dote Time Arrived: "2. 0 aT Time Departed: ) Hours Charged: 4)Z, -ftida2 C07 64dO 4n-Vte 1It4A 44 a-" Ld 2A __ 7AQ /2i tA't C& CJLLI /4}7 &e1Ie o€t 7 "n-,,Lo d,i2e ( ( '2q,tn AA ) oiget Wb° J,,&!gVe L4I&TrIA QJ JJD. ti (A1/cQ r kQQq Q V '-r v' 1ZUa ci fUiittU 1D-4 ___ (Aiv.di nrrt p o tte , Unless noted otherwise, the work observed if, the best of my knowledge, in compliance with the approvpd plans and IFT7 5D .10 Inspectieechnician's Signature Reg. # Superintende Jo#) SFThz Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 .4: TestIng Engineers - U.S. Labs V V V 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT DSA File # - - DSAAPPUCA11ON# Client P.O. # PROJECT # Protect Name' I'$ A JO V He-S 1-1 £-i Date 4-1.4 If/Q (i Project Location 2'1 /Ji Co'tti Time Arrived - • Time Departed g Building Permit # 1.._L _O t 2_I2?f Plan File #______________________________ OSHPD y Field Report 0 Notice to Comply NC # Date Cleared • 0 Concrete [] Reinforcing Steel 0 Pre-Post Tensioned Tendon 0 Batch Plant o Anchors 0 Masonry 0 Soils 0 Foundations o Welding . 0 Bolting 0 Fireproofing 0 Metal Decking AI?t', ouierbk7 'weather_Man Power________________________ Documents Referenced 0 Soils Report Plans Date 0 Specs. Date 0 RFI #___________ Codes Type of Equipment Used V _V Calibration Dates V Density Count ________________ Moisture Count Gage Type V Gage # VV ' D Sample 1pey - Amount Madelraken: _V NO i11.I,n V 15-A x i 17 ki-Jkrr f VJ / 14 Ike_Ce.iW '-_1(4 e__' eI _y,11tiaV1/cOJ1i iie 'Iw4_'01 i? _ I C- le iJ/ 7" 2ee. 4 'A4d P/1111,L2a.e/ S/30.0 ,Mc a94 VC'4'eJ wç 7714// ,,3 5ioej fr'( /4 T7 _Lae ie I V / , ,kh- e LJtc1J V V V V V V• V V V _jhisWork OWas D Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements ot the DSA Docuineflts. lnsdd, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirementsof the DSA Documents: Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my kibJede, all of the observed work, unless otherwise stated, is in Conformance with o Met 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: 55 /L 0Y9iP1 C""1 DSA Regional Office: Structural Engineer I5141J/A.VP'4/2E7'L" / School District: Inspector of Record: ./~j/ giz Certification #1 Exp. Date Inspector's Signature Approval signature I Name I Coi Reviewed by Copy to: Architect Structural Engineer Project Inspector DSA -.. Inspector's Name a/1I _ Date___ DSA File # DSAAPPLICA11ON # Client P.O. I NW I PROJECTS t3H7 - Date _1O o( —t9 Time Arrived _ Time Departed OSHPD I Date Cleared o Pre-Post Tensioned Tendon 0 Batch Plant [j/ Soils 0 Foundations El Fireproofing 0 Metal Decking - Man Power RFI#__________ 0 Codes - Calibration Dates V 7895 Convoy Court, Suite 18 - ye, 0 Testing Engineers - U.S. Labs San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 7826 CONSTRUCTION INSPECTION REPORT Project Name ru Ieo(tvc. Project Location 3t. tç0cnp Contractor (g2(f Building Permit # _____________________________________ Plan File #______________ 4ield Report 0 Notice to Comply NC # o Concrete 0 Reinforcing Steel Anchors 0 Masonry [J Welding 0 Bolting o Other _________________________ Weather_______ Documents Referenced 0 Soils Report 0 Plans Date 0 Specs. Date Time of Eouioment Used Density Count ________________ Moisture Count Gage Type V uage ff 0 Sample 'Trpe: Amount Made/Taken: F V 4VVit-. r_.. • pc ;:&Lj'I ¶Laa ale r,( r ft. A.CAr,AA,IAP i;-J-L If - - .r.._ i-....i.. V This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected. Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPUANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with o Mel 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: Structural Engineer Inspector of Record: Inspector's Signature 74t& Approval signature / Name! Company Reviewed by CoDy to: Architect Structural Engineer Project Inspector DSA DSA Regional Office: V School District: Certification I! Exp. Date Inspector's Name Date Reviewed Date w CHRiSTIAN WHEELER. ENCINEEPING - CC)M I'll ESSI V iS TRIN(;Tl-1 1'EST IUSLTS Job Name: Job #: 2060783 Job Address: UIiicornioStrcct, Carlsbad Permit #: CB062286 Plan File #: Contractor: Geissler Enginccring Architect:: Subcontractor: Engineer: Geissler Engineering Test Location: Underpinning TPIO Supplier: Palomar Req. Strength: 2500 psi Mix #: 3430015 Date Sampled: 10-13-06 Admixture(s): Date Received: 10-16-06 Truck #: 852 Ticket #: 187266 Sampled by: Jl3 Mix Temp: 770 Air Temp: 67° Tested by: NS Slump: 71/4 ' % Air: 1.1% Sample Type: Concrete, 6"x12" Min in Mixer: 90 Unit Wt: Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 74470 10-20-06 7 28.274 62,220 2,200 74471 11-10-06 28 28.274 95,500 3,380 74472 11-10-06 28 28.274 93;380 3,300 74473 12-8-06 56 I he saiiiphng, handling, curing and compressive strengin testing were perrorinco ny unnstian wneeier engineering in 5tc0r0ancc wit:, tue appitecoic iz,i iv' stanunrus. rw oilier wrranuies express or implied. • Distribution: (1) Elliot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE 045358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRISTIAN WHEELER E NG IN E IE It ING COMPRESSl'E STRENGTH TEST RESULTS Job Name: Job #: 2060783 Job Address: Permit #: CB062286 Contractor: Geissler lnginccring Architect:: Subcontractor: Engineer: Geissler Engineering Test Location: Underpinning I) Supplier: Palomar Req. Strength: 2500 psi . Mix #: 3430015 Date Sampled: 10-13-06 Admixture(s): Date Received: 10-16-06 . Truck #: 860 Sampled by: JB Mix Temp: 800 Tested by: NS Slump: 3 Sample Type: Concrete, 6"x12" Min in Mixer: 90 Plan File #: Ticket 4: 187336 Air Temp: 700 % Air: 2.0% Unit Wt: Sample 4 Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 74474 10-20-06 7 28.274 82,010 2,900 74475 11-10-06 28 28.274 129,910 4,600 74476 11-10-06 28 28.274 127,590 4,510 74477 12-8-06 56 The sampling, handling. curing and compressive strengmntesung wee perrormea oy Lnrmnulan wnccter uigmnecring In vuivamicc Willi mmmc dppmmcdumc fl 01— I AMU nImc express or implied. Distribution: (1) Elliot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed by: 0-1 Michael B. Wheeler, RCE #45358 4925 Mercury Street + San 1)icgo, CA 92111 + 858-496-9760 + FAX 858-496-9758 Test Location: Underpinning D Req. Strength: 2500 psi Date Sampled: 10-13-06 Date Received: 10-16-06 Sampled by: JB Tested by: NS Sample Type: Concrete, 6"x12" Supplier: Palomar Mix #: 3430015 Admixture(s): Truck #: 860 Ticket 0: 187336 Mix Temp: 800 Air Temp: 700 Slump: 3" % Air: 2.0% Min in Mixer: 90 Unit Wt: CHRiSTIAN WHEELER. EN C I N E E R. ING COMPR ssivi STRENGTH TEST REsuLrs Job Name: Palay Residence Job Address _C C—arlsbad Contractor: Geissler Engineering Subcontractor: Job #: 2060783 Permit #: CB062286 Plan File #: Architect:: Engineer: Geissler Engineering Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 74474 10-20-06 7 28.274 82,010 2,900 74475 11-10-06 28 28.274 129,910 4,600 74476 11-10-06 28 28.274 127,590 4,510 74477 12-8-06 56 28.274 138,760 4,910 I lie sampling, nanaling, curing anu compressive suengin testing were periurmeu sy inr.siiui wiiui LIIflI 1115 III UllI flI lll express or implied. Distribution: (1) l:lIiot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 Job Name: Palay Residence Job Address: Contractor: Geissler Engineering Subcontractor: Job #: 2060783 Permit #: CB062286 Plan File #: Architect:: Engineer: Geissler Engineering Test Location: Under pin piers Req. Strength: 2500 psi Date Sampled: 10-3-06 Date Received: 10-5-06 Sampled by: RR Tested by: NS Sample Type: Concrete, 6"x12" Supplier: Palomar Mix #: C3430015 Admixture(s): Truck #: 860 Ticket #: 184243 Mix Temp: 790 Air Temp: 750 Slump: 4" % Air: Min in Mixer: 86 Unit Wt: w CHRISTIAN WHEELER E N C I N E IE K. I N C MPRESSIVE STRENGTH Tl"-'ST REsui;rs Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 73952 10-10-06 7 28.274 74,560 2,640 73953 10-31-06 28 28.274 110,370 3,900 73954 10-31-06 28 28.274 112,690 3,990 73955 1-bId I ne sampling, nanuing, Curing dFiU CURliC0IVIJ 0ii0llU I ioo. ... ...... ... . - other warranties express or implied. Distribution: (1) Elliot & Susan Palay do Geissler Engineering (1) Cir' of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRJSTIAN WHEELER ENCINEER.ING COMPRESSIVE STRENGTH TEST RESULTS I Job Name: Palay Residence Job #: 2060783 Job Address: Permit #: CB062286 Plan File #: Contractor: Geissler Engineering Architect:: Subcontractor: Engineer: Geissler Engineering Test Location: Pier C, First 2'6" Supplier: Palomar Req. Strength: 2500 psi Mix #: C3430015 Date Sampled: 9-21-06 Admixture(s): Date Received: 9-22-06 Truck #: 313 Ticket #: 180596 Sampled by: GP Mix Temp: 840 Air Temp: 840 Tested by: NS Slump: 4" % Air: Sample Type: Concrete, 6"x12" Min in Mixer: 98 Unit Wt: Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (Ibs) Comp. Strength (psi) Failure Type 73394 9-28-06 7 28.274 71,920 2,540 73395 10-19-06 28 28.274 108,310 3,830 73396 10-19-06 28 28.274 110,650 3,910 73397 11-16-06 56 The sampling, flandling, curing ana compressive sirengin tesung were perormeu uy v nnsuan vvneeier nguIIerurIy III dIUIUII(C Will. 1110 øJJIll.d1IW ^.J 11V' OW- 0-0-other warranties express or implied. Distribution: (1) Elliot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 Test Location: Pier C, First 2'6" Req. Strength: 2500 psi Date Sampled: 9-21-06 Date Received: 9-22-06 Sampled by: GP Tested by: NS Sample Type: Concrete, 6"x12" Supplier: Palomar Mix #: C3430015 Admixture(s): Truck #: 313 Ticket #: 180596 Mix Temp: 840 Air Temp: 840 Slump: 4" % Air: Min in Mixer: 98 Unit Wt: CHRJSTIAN WHEELER. EN C IN E E R. ING c:oMPRrsslvE sTRlNGTI-r TEsr iu:sui;rs Job Name: Palay Residence Job#: 2060783 Job Address: 2458 Unicornio Street, Carlsbad Permit #: CB062286 Plan File #: Contractor: Geissler Engineering Architect:: Subcontractor: Engineer: Geissler Engineering Sample # Date Tested Age (days) Area (sq. inches) Maximum Load (lbs) Comp. Strength (psi) Failure Type 73394 9-28-06 7 28.274 71,920 2,540 73395 10-19-06 28 28.274 108,310 3,830 73396 10-19-06 28 28.274 110,650 3,910 73397 11-16-06 56 28.274 142,260 5,030 inc sampling, nanaurng, curing ann compressive sirengin iesiing were periurnicu uy nr,suw, wIIcI, Q11811mulm ,,, w,,,,,,, expiess or implied. Distribution: (1) Elliot & Susan Palay do Geissler Engineering (1) City of Carlsbad (1) Supplier Reviewed by: 000, I grsv~ Michael B. Wheeler, RCE #45358 4925 Mercury-Street + San 1)icgo, CA 92111 + 858-496-9760 + FAX 858-496-9758 CHRISTIAN WHEELER. A. ENGINEERING 4H DAILY REPORT Project Name Project# 2o cfl B3 Project Address Permit t 9 C.az. 8(. (Plan Contractor Ge,i ss k Enee. Architect Subcontractor Engineer 0 Reinforced Concrete o Shop Welding 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 E'xy Anchors 0 Field Welding 0 Fireproofing 0 Material/Equipment. E.Poi ' S ' n DJ) Se1t 22. b'kL,it 1(112 35 S- Weather: Date Time Arrived: Time Departed: / Q9 1 I Hours Charged: EI'o'ci AnLnshs' SfC.44) #4= AtiiT 3ee âej a U nains; Ae 'm £dn \D*4. ' 4. G ?at.1 qpcf;t +. hi rYMLI t4r \nseeà F) 'b Qwflt Y't4JIJ ____ 1S)U L.u43 ifYYzl 4 Sic 1'4r 4 L. 1-1'' T? 11) T? 12 TP 14 \&rc. qnD4 JY 9 QDftA1n% t / C. 15 rau best of my knowledge, in compliance with Unless noted otherwise, ark bse ed is, to the goi.-rfl t - lnsector/Technicia(nature Reg. # Superin 5 no re J Do Inspector/Technici:n (P runt or Type) 4925 Mercury Street + San Diego, CA .92111 + 858-496-9760 + FAX 858-496-9758 e %44-V o 1 Oot ( Is b ad w CHRISTIAN WHEELER. ENGINEERING DAILY REPORT Project Name Project# Project Address Thirro S-k Permit 13O (p22. e>& Plan File Contractor Archite Subcontractor Engineer 0 Reinforced Concrete o Shop Welding 0 Pre-Stressed Concrete 0 Field Welding 0 Reinforced Masonry 0 Epoxy Ancs 0 Fireproofing 13 - Material/Equipment. A c i s- A (4 c Gr 4' (1) Weather: S O VIA Dote Time Arrived: / fpp Time Departed: Zee p n. I Hours Charged: lo 12-44 Jn3pec& ô La- b, ( 'PcxNJ- piwJ l4'r V'. t-I rnet731)3 he work ob =thb my knowledge, in compliance with the approved tans and specifi ations.Unless noted 7~- V. lnspector/Techni s nature Superintendent's Signature Date Inspector/TechnCP;i '-f Reg. # nt or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 w CHRISTIAN WHEELER ENGINEERING DAIrY RRPflRT Project Name ,, 44 1 ZVAICAF, Project # -7.06 op7a:r Project Addres ST. P Permit # C&z a6 (Pl an File # Contractor Architect Subcontractor Engineer 'ieinforced Concrete 0 Shop Welding 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Field Welding 0 Fireproofing 0 Materiel/Equipment: tAZ.ie.4)1 Weather: . , x 4301 S (3c'oo 1DSi1 4 'JA.TAILL#4iT z roo Ps / #M Date Time Arrived: /100 Time Departed: 1500 Hours Charged: 6.o 1o13 06e7V SIX,-r fe.inLe- Spws*L. J4QeCflO4 tt ) gAI A e, e- 1Fi( Irzp1JsM 1 N 4.c/i1D 1) 'Tf T i-p 1:C . . Si- I4dW.. 69r ,S-1V. (- I Pb to ____ A /e ZicA1PD e,C 4 cL-SI' ty .ieJ + 5ic', err Abe- tu7?.A.'T 7P57 pAL. LoA b. taA.b I (er A) -7 /41 ", Tten4 •7 •7 O, A I t r I. I /4. L4 .sjMI&L.. f &1SL€#__ALIJL.IIT SIt.q & dt4.D Ltre* ,dLscaaa MLS l z (sr 8) S(&o. Unless noted otherwise, the work observed is, to the best of my knowledge, in complia n c e w h t h e a p p r o v e d ens Inspector/Technician (Print or Type) Date 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496 - 9 7 5 8 10/19/2006 08:28 FAX 760 943 2226 CITY OF ENC-DEV SERVICES IJ002 flATLY lIPflR'f w CHRISTIAN WHEELER EN C IN EER. INC 43 Project Noma .-' F'Qlaij tV4 Project ,.- , OuOt3 project Adr55 p,t c 8O 2.2. (, Plan Ate # ArdtlIe - I Svbcorilrector ON - Engineer - ___________ E] R&nfocod Ccncr,i. D Pre-Sweiied Concrete D Ramfàro.d mamary Epoxy Andon D Shop Welding D Field Welding 0 Arepreoflng 0 mafGdal/Eqiapme* 3ootS -Fc' =-ISbfDP,i LovitøTrgi,smi Weather Date re Arrived: Thne D.Peied! I 2 Hours Chargedr- .4, 1O-3-ol. -. Pcorrn cs&/ peccln cI4O, avrihs -%7LQW4. - - _____ q'i2 Gt21 SbOS Cicr4'c.— ftqjliI4A. C 3o ti) - ,qmn rocic.. concce • 1 rjncM L—PAT pkcQ 44 Un A., pin -? - 1-L0T2-T?-t1Tp-14. G _____ IYI3it. Suj1 ks Lç cnQAt.cA 54r S11. • On.t Sc a c 4 ciI$n1t. - (04mc vnod,.L a1- -. k..1 o 4 J ____ 11 14 v Stu 4".Yinausal pqki eJ -1 '1 'F. GiC'il COn sotd4 ts UW .... - -. Unlesvneied .tho *ark observed kiothe ban afmy knowledge, mcxxnpilwicewl thoapp pIan - (BiUL1)AAbAQA LQ3o 11D(/11 L- G7 -. v I _____ Re # Sig re (Q'Alft 0 z bp lnvpecterft don (Pri,* arTyp.) 4925 Mercury Street + San Diego. CA 92111 4 858-496-9760 4 FAX 8,58.496.cI7 6 R C//( jLb//sJ( .? UNtCV'.' -M A—v 4~ ::u ye,. #— - 0 Testing Engineers- U.S. Labs - . 7895 Convoy Court, Suite 1.8 San Diego, California 9211i! - Phone: (858) 715-5800 1828 Fax: (858) 715-5810 DSA File # DSA APPUCATION # Client P.O. Ii NW # PROJECT# CONSTRUCTION INSPECTION REPORT Pr9jec? 2'I limeArnhd' :tror . ç ( 1a/. Time Departed Building Permit # $'' CL.2 2 Plan File # OSHPO # AField Report 0 Notice to Comply NC # Date Cleared ,Concrete 0 Reinforcing Steel El Pre-Post Tensioned Tendon 0 Batch Plant Anchors 0 Masonry 0 Soils 0 Foundations o Welding 0 Bolting 0 Fireproofing 0 Metal Decking 0 Other _________________________ Weather_____________________ Man Power______________________________________ I Documents Referenced 0 Soils Report 0 Plans Date El Specs. Date [1 RFI # 0 Codes Type of Equipment Used ________________________________________________________________________ Calibration Dates Density Count _________________ Moisture Count Gage Type Gage #__________________ 0 Sample Type: Amount Made/Taken: AC cyk 1b- . ai ;- c ck ' Uocvk /4 CL — 4O4O w't * C34( i 3000 > — 4 * go.c1. (1741 VI AAC This Work gvlas 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Mel 0 Did Not meet the Requirements of the DSA Documents. - Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. 911FICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformanäe With at 0 Did Not Meet 1. the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: DSA Regional Office: Structural Engineer: ( . <'5/t, <Cvt G . School District: Inspector of Record: ..--'.' Certification # / Exp. Date Inspector's Signature ;_• - Inspector's Name Approval signature / Name / Company I ' -17 t2.f AAD&A L Data - J--- .-. Reviewed by Date Reviewed Copy to: Architect Structural Engineer Project Inspector DSA CHRISTIAN WHEELER ENGINEERING flAIL V RPP(VRT Project Name - Pk1JT_LlA/tk. Project # Project Address 2-150 UA/lCbAJ/L? ST. Permit # L! O621 01.- Plan File # Contractor Architect j Subcontractor / Engin e iSLU7t/5/NW/N-1; IReinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors 0 Shop Welding 0 Field Welding 0 Fireproofing 0 Material/E?' ment: &JAldETL W1D t 0015 Weather: Dote Time Arrived: Time Departed: /L.f Hours Charged: f'r!40 P,2IJVIOITh i/cPt7iaJ CF WE FOU/W/A/.' 'I•E.. 7LA&7v'lE?\J7 CF MI'It). V-)c/)1c C 77(E FOUiZ/M/ Th5T PIT /,A/i P/E/ LIZA I.) TCcT p,T ,c, 77'774 CF Ic.eE7 PLMEO 12 '-D J. ) 7k3T 9/T( A 2.) Tjfç,Iqj " " •1 4.) PIER A / " 1' ( 2-1-16 . .7 / •3'-O' I çj PIEK 2 ) PfL-_ ii ( 2 '-hp ______ K71 7M-D 7Y PIIAIYI (J7AiSOLbIM-Tff) ?)Y M-E214A1 /1 frL Vi/5?4- ____ Al cPi1ZF1 ,irnA'7mN1) ThDU O?Ji FAL/.4-7 LO /flSO- CF/4) 7T(L/'L3,7~TQJ S LL'/ AlP - Th14 PE 8 M-YL'L - Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. ' . /)ç (a'A'c- Inspector/Technician's Signature Reg. # Superintendet's 9iinature Dote &,' Y 12. P/TNY.*V. Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 09/27/2806 13:47 8584969758 CHRISTIAN WHEELER EN PAGE @1 w 04R1ST1AN WHEELER ENGINEERING I'AIt V 12 Vr 7)12T otecr # '— G Prolect Add rest - I 2Y.5' Permit $ J Plan File U Contractor 1 —Architect j Subcontractor En ginee"4-MIc Concrot Shop Welding c comfeft 9vaInforeLd 0 Feld Wldmq Moswry 0 epoxy nàso,s 0 FIrerooffri 0 Mat.nol/Equipmen?. Weathen Dote Time A,,iwi'd, TAla ?. 4- "? i- "' i—sew Alle .iZt.SAW P 4t& ticL #%...., 4+ a -1 — -- L 'W1 ?&5( ex &/S iiJ?w Ive4 I't' 4iie c!j ____ 4D L1. .cc 2 ' IC 2- i jr3-. ?4. I4e4 r 74.6 c 7t/-/l—of iJ41 -. iz*c kifç. b/pt- ____ (A'hP j& ..ilu..) i '//t 1Li ( ID - L4q ,2. ____ 1 b '112t104 IJ:/D. 7/44L 10 f-?,?- IL 3 01 LN cy., s 2.9 i - Unless noted and specifications. t of my k. ..ledg.. In tampUanos with lire appro'red p1 1n5pec1o/7edtn U Sgnatvre LoG. VS Superisond.nls Sgnorure Dote 41. -uU- Inzp.c41ec1nk.an (Print or ViA F 53— t(L5 4925 Mercucy creet + Son Dicgo, CA 92111 + 858-496.9760 + FAX 858-496.9758 't 'IJ CHPJSTIAN WHEELER. ENGINEERING nATTy RPPCRT Project Name 1 'I'\/ Project # .1 t Zo Project Address Address . 2 YO Ip, h rb G4(A (4 Permit # Plan File # Contractor . ''' Architect Subcontractor • Engineer LS7i1' 0 Reinforced Concrete • 0 Pre-Stressed Concrete Q Shop Welding 0 Field Welding 0 Reinforced Masonry D'Epoxy Anchors 0 Fireproofing Material/Equipment. Weather: Date Time Arrived: Time Departed: T Hours Charged: AII.) 0 ? -1t 4y( 1-'c A 14 .lS4LaL1Øf11 __ _. & TWii }'4 4 (a_s >,,.J . • - - V -t rj' zc 1° /0 - 2. 6 x 2 • '. ¶? '1 • 1? 2J23s eA('-, • __ /c/O8) Unless noted otherwise, the work Observed is, to the best of my knowledge, in compliance with the approved plans and specifications. Inspector/Technician's Signature Reg. # Superintendent's Signature Inspector/Technician (Print or Type) Date 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 o9,,U ve 1 26 S - 0 Testing Engineers - U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 INSPECTION REPORT OSA File It DSA APPLICATION # Client P.O. # NIP It PROJECT# I3i'-i7 Project Name Date_9 Project Location jI ' 9 Uv'\ i C' C) .". 5 Time Arrived I2p w CofCIO C, c 5 .(ec Time Departed 3, FIM _ Building Permit # _________________________________ Plan File It OSHPD It Cg"Fleld Report U Notice to Comply NC # _____________________________ Date Cleared Concrete U Reinforcing Steel 0 Pre-Post Tensioned Tendon U Batch Plant Anchors 0 Masonry [Soils U Foundations El Welding 0 Bolting 0 Fireproofing [J Metal Decking 0 Other ________________________ Weather____________________ Man Power Documents Referenced 0 Soils Report U Plans Date 0 Specs. Date 0 RFI It U codes Type of Equipment Used Calibration Dates Density Count ________________ Moisture Count Gage Type Gage #_________________ 0 Sample 7Vp9: Amount Made/Taken: F. TPi I_L I - _I__ I - This Work 0 Was 0 Was Not The Work inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is In Conformance with Met Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: Structural Engineer Inspector of Record: Inspector's Signature ItI Approval signature / Name I Company Reviewed by CORY to: Architect Structural Engineer Project Inspector DSA DSA Regional Office: School District: Certification #1 Exp. Date uaw riuviewou Project Name V 5 Of P.A Project Location ()tC.Orv' 0 Contractor Building Permit # _____________________________________ Plan File #______________ Field Report D Notice to Comply NC # D Concrete 0 Reinforcing Steel [] Anth01S 0 Masonry [J Welding 0 Bolting 0 Other ________________________ Weather_______ Documents Referenced 0 Soils Report 0 Plans Date _____________ 0 Specs. Date Ty a of Equipment Used DSA File # DSA APPLICATION # Client P.O. # NIP # PROJECT # Date 7'' Time Arrived Time Departed OSHPD# Date Cleared [J Pre-Post Tensioned Tendon 0 Batch Plant ['iils 0 Foundations [] Fireproofing 0 Metal Decking — Man Power RFI# 0 Codes Calibration Dates o Testing Engineers- U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Density Count ________________ Moisture Count ______________________________ Gage Type Gage # 0 Sample Type: - - - Amount Made/Taken: Vc/)f"r+Pri LY'f —r+,tAOS(>(AVv/ Pif This Work 0 Was 0 Was Not The Wotic Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the OSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with o Met 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: _________________________________________ DSA Regional Office: Structural Engineer: ___________________________________________ School District: Inspector of Record: ___________________________________________ Certification #1 Exp. Date Inspector's Signature Al'de -' Inspector's Name /Lc4- (& Approval signature/Name! Company I 'C' I' Date_____________ i . (.'i i- • Reviewed by t' ii I r 1 • Date RevIewed f j 1 •' If I i '..i' . '. '- Copy to: Architect Structural Engineer •' Project Inspector DSA DSA File # DSA APPLICATION // Client P.O. it (__I NTP# 13 PROJECT# Date Time Arrived Time Departed OSHPD# -. I Date Cleared 0 Pre-Post Tensioned Tendon [I Batch Plant , El Soils 0 Foundations E] Fireproofing 0 Metal Deckig_ Man Power RFI# 0 Codes — Calibration Dates oS- 0 Testing Engineers - U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 1 26 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT .4.JCkJ 4eSie Project Name Project Location ) L(9 y'\ Ci ç Contractor Building Permit # (- -&-to Plan File #_____________ )Field Report ] Notice to Comply NC it [J Concrete Reinforcing Steel o Anchors 0 Masonry E] Welding 0 Bolting o Other _________________________ Weather_______ Documents Referenced 0 Soils Report 0 Plans Date _____________ 0 Specs. Date iype 01 Equipment U5U Density Count - Moisture Count 0 Sample Type: 1m,-c-,\\' i±rf Gage Type Gage it_______________ Amount Made/Taken: -4 This Work 0 Was 0 Was Not The Work Inspected 0 Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements of the DSA Documents. Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. IT EIFICATION OF COMPLIANCE: To the best of my knowledge, allot the observed work, unless otherwise stated, is in Conformance with Met 0 Did Not Meet the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: Structural Engineer • Inspector of Record: inspeor':snatureV"\ Approval signature I Name / Company Reviewed by CODV to: Architect Structural Engineer Project Inspector DSA DSA Regional Office: School District: Certification #1 Exp. Date Inspectors Name Date Date w CHRJSTIAN WHEELER. ENGINEERING rA rr, onrnr PrrNarne Pro O7 Project Address 245 /Jjief'J, Q Jr., 4rLS Permit . C)6 .2'.2 Plan File # Contractor -iJ&, Ad C4/C Architect I Subcontrqctor N/A- Engin er 6/&5LeZ Reinforced Concrete 0 Pre-Stressed Concrete 0 Reinforced Masonry 0 Epoxy Anchors Shop Welding 0 Field Welding 0 Fireproofing Mat rial/Equipm flt: 'S7?v1 rt/b i24.i C.'O i/A/POe/S7E6L Weather: Date Time Arrived: Time Departed: j5-zv Hours Charged: ,q/ 4- PLA $/tAJ PAQVIfW-L / P-T,i CF 'Thc CtJ/ftx! PL 1 A1-r - £p7CfiIC L'-r p, y-.T ,oir /ec,AJ4 1$1ç jf4 fS4 WP j2.'b si'k(.L.E1J ?eZPLM -I _____ 'JITh WA--A-AA 3 /'4AhiV / t)ES/&AJ'77'1I € Z.) P,. E- w-r. ZIr j, L2 u—r 6si, 5-s .z.i. 7rPir 54—re '16 T/r ''r //. 5/4 O. 7.) 7-3r i'r 3R1 I:/7. ecr 2'.) Tsr 4r /4 5L7- c,e 2 'vi P/ T -/4_fia. ic_-J i1 45j ,D .1 Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the pproved plans and specifications.— Di JbA ____ lnspector/Technicin s Signature Reg. # Supuntendent Signature Date . / 7W mi.— Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 CHRiSTIAN WHEELER. ENGINEERING flAy; j nnnrn -r Project Name Project # 0u01 3 Project Address I 24-'à JvtCurt1p S-1-- Permit # - ________________________ Plan File # Contractor (-ie.' sk,- Architect Subcontractor ) Engineer (,.içcter •eri# Reinforced Concrete 0 Pre-Stressed Concrete Shop Welding 0 Field Welding 0 Reinforced Masonry 0 Epoxy Anchors 0 Fireproofing 0 Material/Equipment: • ,. concreR, MIX -. 300 t5 -f Sop tfli Weather: So fr'y Date Time Arrived: / ( ' Time Departed: / 2-!' Hours Charged: 4 5ye(J4\ flSpQC-hOr c?t t 2. c c '-jCArd-c 04 Sbo 'P s-, C on CA - € a ( o' LCS - ck Con cc - Tvc Crtjr, cc e e L,'c P 'ck c- U fl TP-iOT1-fl-il. T?-L crA Sur1)-(4 L.i'S QAsr q4- .\Jtv) cAc.%r.4'-1 4 %ct 400-L WJ4S.,IQJ 1'1 "F Coi-iso;c ri 4ii- (c USc, Stu Q- k *CirJ c1c-4r A Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance wit I the opprevedplans and speçificat1&s. i'' (I I 1) (2i11A lnscctor/Tedncn,Si9noture. - Reg # up riñtenn s S,gndture / ,1 T (6.pte Inspector/Technician (Print or Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 Engineers - U.S. Labs 7895 Convoy Court, Suite 18 San Diego, California 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 DSA File # DSA APPLICATION # Client P.O. # NTP# PROJECT# CONSTRUCTION INSPECTION REPORT Project Name I #-VFt Project Location 21/ Contractor 'S Q Building Permit # L- L) U t) DL. ( VT) Plan File #_____________ Field Report / 0 Notice to Comply NC # [21' Concrete AC 1. T1CH. fl Reinforcing Steel Anchors 0 Masonry El Welding El Bolting 0 Other ________________________ Weather_______ Documents Referenced [J Soils Report 0 Plans Date El Specs. Date Type of Equipment Used CI).. Time Arrived/ Time Departed OSHPD# Date Cleared El Pre-Post Tensioned Tendon [J Batch Plant 0 Soils 0 Fou,Jlai&is [J Fireproofing El Metal Decking - Man Power El RFI# El Codes Calibration Dates 7sample Count ________________ Moisture Count Gage Type Type: (ky- y.pc(,4 ( ) , (..j '5 )( J,) Amount Madefraken: q. Gage # (Ob 159 Ie/1..i.i J uvcjn ntvtv -14 b YJ 3q3001s T300ô Psi Li. Fff 7p Pi— 1 E F i -!O iPII I-P-I2 tP-i'-i, P— Pi -- Iüw'i F. tP- fo1 AA c Per4 ri&ri I PAA IX rL fc* C1s't 12v q At- P pMPrPc/R-t1 A1 K # 1) / U h/3 t L q , L/ j, IA\ ( I) SI L/'J J t.ip:7° 7°F 4-i - ( 31/300/5 Fpi t'n,cit t.h K (1r-il Pi,"/— (' Oce1uic,d, C):L :/f)O, This Work 0 Was 0 Was Not The Work Inspected El Met 0 Did Not Meet the Requirements of the DSA Documents. Inspected, Tested, and Sampled in Accordance With The Work Tested 0 Met 0 Did Not meet the Requirements-of the DSA Documents. i Requirements of the DSA Approved Documents. The Work Sampled 0 Met 0 Did Not meet the Requirements of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance With et 0 Did Not Meet. the approved plans and specifications and the workmanship provisions of the Applicable code. Cc: Project Architect: I Ct J.>E DSA Regional Office: Structural Engineer: — 4 Inspector of Record: - a— iicQ( . C School District: Certification #1 Exp. Date I) 2.6 Inspector's Signature _'i_/ (ft A A Inspector's Name Approval signature/ Name F Compá'ny Date______________ Reviewed by . Date Reviewed Copy to: Architect Structural Engineer Project Inspector DSA 09/20/2006 04:33 FAX 17606334259 GEISSLER ENG I104 ,4 l --- c-° W - CHRiSTIAN WHEELER. EN C IN EER. INC flAIL V RFPORT W M kIt U5,i4_7'kLIIY_gg$q)1Thc1. _______________ Prolva Addreu i .1 Caor - - CE1LZL )JoI!4&PJuwG Peunit # I Plan F11 # tI3OCo l?(. ArdtIto -. NIA &EI S 5 LEV.. FW6141eTZ1A1& o Relnford C.nctete 0 Pr.5lreued Co.o 0 Slop Welding 0 FIeld We)dbtg ReiIoecd Mowry 0 Epoxy Andors Fireproofing 0 Male I/ ulpltle4lk (1/IAiE 60 REMJFMJ1$ 37EL WqaJt,er Dot. 1eAMvtdi fZfV Th,.Dep.,,ed. I Hcuvtarged1f/y .2O-O MAY Sfl)E7'JCE -RFP/M MOM 7)lAJMfN1 - TtOUIb 1PJ SPaf101IJ OF 7kf FVu.oyJ1,v; tr.E PLEM fti T (F AR IA FLi,j UçT7) TEcT PIT Ail.Z 71 £2 L.4TRS. • k1Fjzakkj Wfl1l i) S AND 4 377inm cdöe.. 14157 -ILEi PLA#J -. - PII(Th 1LE*RAAI115 M4iNTfNE1) up 7D Fn2cr P5WP-.L4#I D1614- e I) Tc'T PT 167 ,REF. .i(rr 2) T5T PIT Fl, ,.4/0 • )7E57-Pi'T 8 • " jc- _____ 4.) TEST PiT 7 'f e_157 _____ -- .) 'P!EP.. A '• - 7.) P1 EU C ' C.Z. VEi Fi1?) -SOILS AA10 BEEW 81906MA ANA ft3PP41j € 4'tL L5M7-0J5 LI S7ED 617Y dF (/sL SW e 517 77)Ar /i'MDVt L.4iTN5 V STO AOJ (Mba soted Olin ic. ils wo?e obterved h6 to ile best of My kswkd,, in compnce will the app,., plate and cp.ciflteilanc. bdOffTd.,d0n, $ruii1gi ,/Rev.seIe'. Dot. L P/fl7vYh/.. hnp..,fledmldan (Pdie s Type) 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858.496-9758 09/20/2006 04:33 FAX 17606334259 CEISSLER ENG L!3 (J/vLCtf - Xiesting Engineese- U.S. Labs 0 Testing EngInee. - Inland Empire 795 convoy court, Suite .18 41146 lm Street Suite A San Diego, California 92111 Murfleta, California 92562 Phone: (858) 715.5000 Phonet (951) 6770366 Fax (858) 715-5810 Fax: (951) 677-5761 NSTRUb10N)NS11OHRORT I03 mi DMfle D D5AAPPUCAT1011# Client PO. , -- NW # PROJECT* ci Proleet Name 1I.k- - I.j4I (JAJC1t. V ' 4 P%.4 C Date 64 In /(.J11J 1 Praj.ct Locaseni'c _J V I C4Y-.-E TIITATTiV _ I - A J J Time Departed. Building PermitS r 3OG ' Plan FlIeS , -- Field Flood o Notice oconcrate Rainforcinii Sied - •-•- - ACI Tern 0 Masonry 0 Sails &= ow6ang Bolting 0 Rep ooIIip 0 Metal Declrng Other Documents Relerenond 0 SoU' Report D Pierre Date Spece. Date J AFI V . (' 0 COVes Type of Equipment Used Calibration Dates___________________________ Derislpg Count ___________ MQt3tgre Count Gage Type Gage S - D.s.ntpiniyp, .... . . - J~Al - ___ vim - - - . - 44 - — 40 A - - IfIIL - - -- --- - - This Wodi 0 Was 0 Was Not The -Woili Inspected 0 Mel 0 DIe Not Meet the Reqtdrom.nts of th OSADocumoids. lriected. TesIe and Sampled in Airdance With lb. Wodilested U Met 0 Did Not meet the Reqárkiieflt5 of dilt USA DOCrlfltefll5. Heqwremenls of the DSA Approvgd Documents. The Work Sampled 0 Met 0 Old Not meet the Reqidiemenls of the OSA Documents. CERTIFICATION OF COMPUANCE: To the bested my knowledge, all of the observed work, unless otherwise doled, Is In Ccrdorrnance with o Did Na Meet. the approved plans and specIfIcations and tne eulenaliellip provisions of the AgpPcable code. Amd Coi Proed Architect: USA Regional Office: Structural Englneer GCJ - &&l Q.- - -. Sthool District Inspector 01 Record: - ceetrrca pia Sidnitiuto tr:1,_ ,:;A-_-.-- InepectoYa Name Approval signature I Na ________ Relewed by ( , QLi I Date Reviewed Copy to: ArchiteCt Structural Engineor Project Inspector OSA 09/20/2000 04;33 FAX 17608334259 GEISSLER ENG t&LA a Testing Fn9kleets - US. La 7595 C100y Couif, Suite 15 (;ftII son Diego, CalifornIa 92111 t Vi I Phone: (558) 715.6800 Fax (858) 715'5810 Ij02 OSA File DSMPJCA11ON# Gesul P.O.. NIP. PRJETI - pfwwNwm Plow Landon TheAnk.& CAXVWMW The Ptwi Flo S__________ OSHPOS Q"FletdRepoit DNooethGo" NCO Die Gleust El Concrete fle1oit SWd o Pve.Puul T...&.ñ$d Tendon 0 Bau Plord [] Andm Ouieoni DFaimdalions - 0 WeMeio 0 Bot'ç U F1'IPIes1h Li M.I 0fl9 OIler_________________ Weather MalPT ooansnte A 0 BobRspoit 0 Pione Diii_- 0 SIiiC$. Diii -- 0 RPI S____________ D Cadsi of EqApmM (lied_________________________________________ Ca5cri Due edtysn fklitxsCount e1is -___-- fl sonçlelypx: Amotml MadWThk.n ñ.91 £#%4lIA(1 : l''.i'P: TPI4. r Ibis W** DWae C] Was Not ThoW0IkIrW 1a1l I Tested aid Swçled kiAerdanes With nwVMTUW 0 w 0bWNatmiftR@qMww&dft06AftwWM- RMNOMWO . of the OSAAed WOMMIC. The Wait Sli*d 0 Met 0 MNii neet the Reqilvnu riho ADxieeen.- cERTIFICA1lOtIOFCOMPUN(c5 To the bwofmy Mio01edgs all of (he oboemod work wIOi& 50III wwm&ivTn Cmbffmwmvft 0 Met D Wd Net Meet the apuruvcd plum and speoTbabors end (he viownwahip provteionx of the A0010 axle. -- - Cc Archkwt StnzmI Enw htpsiir of Rioted. kiopec&. SIQMM —L Appiival l Mime I RevI6ed b - ev to: AidilIat Structural Engineer Project InspOCtor DSA OSA R.ional Clues: - schm DWMM Cetllllcabon 0 EM. Dale htora Name Wrini çr Data_____ DateR jQq EsGil Corporation In Partnersliip wit/i government for (Building Safety DATE: August 24, 2006 UAPRLJqANT ORS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: CB062286 SET: II PROJECT ADDRESS: 2458 Unicornio St. PROJECT NAME: Palay Residential Foundation Repair Transmitted herewith are plans for proposed foundation repairs, to attempt to mitigate continued settlement of the existing foundation and to further prevent resulting structural damage. Esgil Corporation cannot offer any guarantees that the proposed system will resolve the present problems, nor should the City offer such representation. However, acceptance of the proposed remedies may result in an enhanced foundation support system from the current situation. At the time of permit issuance, the following should be noted on the plans: "Prior to the City building inspector approving final inspection, the responsible design professional shall notify the building official, in writing, that the proposed foundation repairs have been installed in accordance with the design". Sincerely, ESGIL CORPORATION By: Steve Sanders for Chuck Mendenhall 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 I EsGil Corporation In Partner.c/iip wit/i government for BuiWing Safety DATE: 8/22/06 JURISDICTION: Carlsbad PLAN CHECK NO.: 062286 PROJECT ADDRESS: 2458 IJnicornio St. SET:I O APPLICANT IREVIEWER O FILE PROJECT NAME: Palay Residential Foundation Repair F1 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. F-1 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The REMARKS below are transmitted herewith for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. Submit responses and two sets of revised plan sheet to the City of Carlsbad or to EsGil Corp for review. 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: Peter Geissler, Engineer 2533 S. Coast Hwy 101, Suite 230, Encinitas, CA 92007 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 9ptacje1d: ,Peter Geissler )1.10 'elephone #: (760) 633-4252 Date c -L 7jfr') A,/ Fax It: (760) 633-4259 Mail,-- F6ihone Fax %-n Person REMARKS: A. Provide a plan view of the of the proposed support piers. Show the location of all required vertical steel and ties. B. Note on the section of the support piers the number of vertical reinforcing bars to be used in the piers. It is not clear on the plans what is intended. By: Chuck Mendenhall Enclosures: Esgil Corporation U GA 0 MB U EJ El PC 8/11/06 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 062286 8/22/06 FOREWORD (PLEASE READ): 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 ordinance 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. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC. The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. 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. 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. Ôarisbad 062286 8/22/06 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 062286 PREPARED BY: Chuck Mendenhall DATE: 8/22/06 BUILDING ADDRESS: 2458 Unicornio St. BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Fdn Repair NA Hrly Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1cb IBY Ordinance Bldg. Permit Fee by Ordinance 1W I I Plan check Fee by Ordinance v I $180.00 I Type of Review: U Complete Review LI Structural Only _ U Repetitive Fee U Other _ I I Repeats Hourly 1.51 Hours * Esgil Plan Review Fee I $144.00 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc Geissler Engineering Plastino Building, Suite 230 Cardiff-by-the-Sea, CA 92007 Attention: Peter S. Geissler, Ph. D., P.E. Subject: Plan Review Project: Existing Palay Residence 2458 Unicornio Street, Carlsbad, California August 8, 2006 Contract No.: 138947 References: 1. "Geotechnical Engineering Report, Palay Residence, Remedial Recommendations & Design Parameters," Prepared by Testing Engineers San filego, dated August 4, 2006. 2. "Palay Foundation Underpinning & Drainage Plan, 2458 Unicornio Street, Carlsbad, California, Sheet Nos. CS, CI-C21, "prepared by Geissler Engineering, July 17, 2006 Dear Dr. Geissler: In accordance with your request, Testing Engineers San Diego, Inc. (TESD) has performed a plan review for the above referenced project. Based on our review, the referenced plans appear to be in general conformance with the intent of the recommendations presented in the above referenced geotechnical engineering report. TESD does not assume any responsibility for the accuracy of the calculations or dimensions represented in the above referenced plans. The conclusions contained herein are contingent upon TESD providing observation and inspection during construction operations to verify compliance with the referenced plans and report. It is the responsibility of the contractor and owner representative to contact this office for such activities. If you have any questions regarding this letter please contact this office. Thank you for the opportunity to be of service. Respectfully submitted, TetiI7)Engineers San (\n% J No. GE-2578 \ 1 xp.i0i06 J I RCE,RGE Principal Geotechni O! VWO:mm Distribution: (4) Addressee Testing Engineers - San Diego, Inc.Main: (858) 715.5800 A Bureau Veritas Company Fax: (858) 715.5810 7895 Convoy Court, Suite 18 San Diego, CA 92111 04~ kc~ www.us.bureauveritas.com G E I S S L E R ENGINEERING Peter S. Geissler Plastino building, Suite 230. Office 760 - 633 - 4252 Civil Engineer Lic. C44320 2533 South Coast Highway 101 Fax 760 - 633 - 4259 Contractor Lic. A464570 Car1iff-ky-the-5ea, CA 92007 MoI,ile 760 - 815 - 5054 STRUCTURAL CALCULATIONS for FOUNDATION UNDERPINNING PIERS Pa lay Residence 2458 Unicornio Street Carls1'a1, CA 92009, VIM & August 2006 Project: Palay Residence - Foundation Underpinning • Or r 2458 Unicornio Street Carlsbad, CA 92009 Re: Geissler Engineering Project No. 05-717 Structural Calculations: Structural Calculations by W. Zhao dated 09/2000 Delta Engineering, 135 Liverpool Drive, Suite D, Cardiff, CA 92007 Soils Reports: Engineering Design Group Report; entitled: "GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR THE PALAY RESIDENCE TO SE LOCATED ON 2458 UNICORNIO STREET, CITY OF CARLSSAD, COUNTY OF SAN DIEGO, CALIFORNIA" and elated January 24,2000 Geotechnical Evaluation of the 1971 Fill Soil E'y Martin R. Owen, FE, GE Geotechnical Evaluation of the 2001 Fill Soil - Martin R. Owen, FE, GE Preliminary Soils Report;: Settlement Potential of Existing Fill Soils, Evaluation of Hillside Stalility by John Stellar, RG, CEG, CHG & Van Olin, PE, GE Geotechnical Engineering Report;: Repair Recommendations & Design Parameters by John Stellar, KG, CEG, CHG & Van Olin, FE, GE building Code: 2001 California building Code I 2000 U..C. I - I . I ACKGOUND The two-story building was constructed in 2001 on a building pad that was created as a result of mass I grading project in 1971. In 1999, a local geotechnical engineering firm, Engineering Design Group, was retained to prepare a soils I report; and to develop foundation recommendations for the proposed two-story building. Unfortunately, the Engineering Design Group Report entitled: "GEOTECHNICAL INVESTIGATION AND I FOUNDATION RECOMMENDATIONS FOR THE PALAY RESIDENCE TO 13E LOCATED ON 2458 UNICORNIO STREET, CITY OF CARLSBAD, COUNTY OF SAN DIEGO, CALIFORNIA" and dated January 24, 2000 significantly underestimated I the depth of the fill soil at the property. In 2001, the top 6 ft of the fill soil was removed and re compacted. In 2001, Engineering Design Group was retained to monitor the grading, so as to assure compliance with their geotechnical recommendations. In addition, Engineering Design Group was retained to I conduct laboratory and field tests of the soil compaction, as required to confirm that the re-worked fill soil was compacted to 90% relative density (ASTM P1557). I Unfortunately, the 2001 fill soil was inadequately compacted. As a consequence, approximately 6 ft of fill is subject to significant settlement. The 2001 fill soil is the subject of several soils reports I (referenced above). The proposed foundation underpinning is intended to transfer foundation loads to the lower fill (i.e., the rocky 1971 fill, below (5- ft) that was undisturbed during the 2001 grading activities. I VERTICAL LOADS The vertical loads of the building, as set forth below, are specified by the structural calculations dated I 09/2000 by W. Zhao of Delta Engineering, 135 Liverpool Drive, Suite P. Cardiff, CA 92007. [Note: these structural calculations are on file with the City of Carlsbad 13uilding Department] Roof DL =23 psf LL = 16 prof I Floor DL = 12 psf LL=40psf Peck DL=4lpsf I LL=60psf Page 2 I I Ext. Walls DL =16 psf mt. Walls DL= &psf I FOUNDATION LOADS The recommended foundation loads for the building are set forth in the Engineering Design Group I Report entitled: "GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR THE PALAY RESIDENCE TO 13E LOCATED ON 248 UNICORNIO STREET, CITY OF CARLSBAD, COUNTY OF SAN DIEGO, CALIFORNIA" dated January 24,2000. Engineering Design Group recommendations are set forth that limit the foundation loads to2,000 psf on the upper re-worked fill soil. The actual foundation design loads for representative columns in the building are set forth below. I [Reference: Structural Calculations dated 09/2000 17y W. Zhao of Delta Engineering.] I Footing #4 on Line 11 for the 6" x 6" column DL + LL = 6.02 kips (See Reference, Sheet 42) Footing dimension = 3 ft x 3 ft = 9 eft; I Foundation Pressure = 6.02 kips /9 sqft = 0.669 kips per sctft = 669 psf < 2,000 psf O.K. Footing #3 on Line 2 DL + LL = 6.34 kips Footing dimension = 3 ft x 3 ft = 9 sqft I Foundation Pressure = 6.34 kips /9 sft = 0.704 kips per sqft = 704 psf < 2,000 psf O.K. I Footing #1 on Line 2 & D DL + LL = 5.24 kips Footing dimension = 3 ft x 3 ft = 9 scft I Foundation Pressure = 5.24 kips /9 sq,ft = 0.582 kips per sqft = 582 psf < 2,000 psf O.K. Footing #2 on Line 2 & E DL + LL = 4.82 kips Footing dimension = 3 ft x 3 ft = 9 scjft I Foundation Pressure = 4.82 kips /9 sqft = 0.535 kips per sqft = 535 psf < 2,000 psf. O.K. I Thus, it appears that the structure was, indeed, designed so that the 2,000 psf limit on foundation loads was not exceeded. Therefore, 2,000 psf has been taken as the foundation design load for the existing building. This is the starting point for the structural design of the underpinning piers; I Correspondingly, the line load along the perimeter foundation does not exceed 1,000 lb per foot of length along the perimeter footing. I DESIGN OF FOUNDATION UNDERPINNING PIERS Check Peskin for End Dearinq I Maximum Interior Column & Foundation Loads = 2,000 psf Page 3 I Li I Maximum Depth Interior Underpinning Piers = 11 ft —2 ft = 9 ft Additional Self-Weight of Underpinning Piers = 9 ft (155 pcf —125 pcf) = 270 psf Size of Underpinning Piers =3 ft x 3 ft =9 sq ft Perimeter per ft of length for the Underpinning Piers = (4) (3 ft) = 12 sqft per ft Drag-Down Load per ft of length along each Underpinning Pier = (250 psf) (12 sq ft per ft) = 3,000 lb per ft Total Prag-Down Load per Underpinning Pier = (3,000 lb per ft) (11 ft —6 ft) = 15,000 lb Drag-Down Load per sq foot for each Underpinning Pier= (15,000 psf) / (9 sq ft) =1,45366 psf Design Load for Underpinning Pier = 2,000 psf + 270 psf + 1,666 = 3,936 psf < 4,000 psf O.K. Check Pesin for Maximum 0verturnini Moment at Columns The underpinning piers along the perimeter of the building are designed to transfer foundation loads to the lower fill soil. Each perimeter underpinning-pier is designed with a reinforced concrete corbel that allows foundation piers to be loaded eccentrically. The maximum corbel length is 3 ft, thus producing a maximum moment arm of approximately 1.5 ft between the edge of the underpinning pier and the centroid of imposed column loads. This corresponds to a maximum moment arm of 1.5 ft between the center of rotation of the underpinning pier and the centroid of imposed column toads. Maximum eccentricity of the imposed foundation loads = 1.5 ft Maximum Moment due to the imposed column loads = (1.5 ft) (2,000 psf) (9!5q ft) = 27,000 117-ft [Note: Neither the self-weight of the underpinning pier, nor the drag-down forces acting on the upper portion of the pier due to (eventual) consolidation of the 2001 fill, contributes to the maximum moment on the pier, because both these forces are axially symmetric around the pier.] The overturning moment due to the eccentric column loads are resisted by passive soil pressure on the side of the pier facing the building. Neglecting any contribution to passive soil pressure due to cohesion of the soil, the passive soil pressure can be readily calculated separately for each resisting soil layer, as Coulomb's Equation for the Coefficient of Passive Pressure, KP, As follows. 1 Page 4 I LI I I I I I Ll LI I I ET I I I 1 Passive Soil Pressure from the 2001 fill [Note: The thickness of the 2001 fill soil is 6 ft. However, only 4 ft of that fill layer is contact with the side of the underpinning pier.] Cohesion = N/A (Neglected) Friction Angle = 170 [eference: Geotechnical Evaluation of the 2001 Fill Soil, Martin K. Owen, I I I coo (D I I Passive Soil Pressure, K = I I = 1.35 I V oin (D (oin (D + coo (D tarifl)j Where fi is the slope of the iuil&1ing pad, taken as null. The passive pressure due to the 4 ft of thickness of the 2001 fill is calculated, as follows. I P passive = Kp Ye (125) (4)2 = (1.35) Ye (125) (4)2=1,350 l I Passive soil pressure at a depth of z is given as follows. = 2 L3 P0 (Isolated soldier pile) [Ref: Eq. 6.19, Tomlinson, M., J., Pile Design and Construction Practice] Where = area of cross section of pier = 3 ft I Accordingly, passive pressure provided iy the upper fill on the 3 ft wide pier is as follows. I = 15 i'oz = (2) (3) (1,350) = 8100 lE (Isolated soldier pile) [Note: The passive soil pressure at the lower edge of the upper fill is equal to the I quantity, {(2) (3) K (125) (4)1 = {(2) (3) (1.45) (125) (4)1 = 4,350 lt.] In resisting overturn of the pier, the resultant force due to passive pressure of the upper fill acts through a moment arm equal to the thickness of the lower fill plus 1/3 the thickness of the upper fill. Therefore, the resisting moment is calculated as follows. I rage I 1•• Resisting Momentup rflhI = (8,100) [3 +1/3 (4)] = (8,100) (4.33) = 35,073 11-ft - Passive Soil Pressure from the 1971 fill I [Note: The thickness of the 1971 fill soil that is in contact with the aide of the underpinning pierranges from a minimum of 3 ft to a maximum of 5 ft (owing to the varying depths of the underpinning piers). For the purpose of verifying adequate lateral soil resistance to resist overturning of the pier due 130 the I eccentric loading condition, the lower bound, 3 ft. shall be taken as the embedment into the 1971 fill.] I Cohesion = N/A (NeglectaI) Friction Angle (D = 210 [Reference: Geotechnical Evaluation of the 1971 Fill Soil, Martin R. Owen, I PE, GE] cos Passive Soil Pressure, KP Voin (D (oin (D = [ - + cos tan J 15 I Where fl io the slope of the building pad, taken as null. The passive pressure due to the 3 ft (minimum) embedment into 2001 fill is calculated to two I components, as follows. I Component of passive soil pressure in the lower fill clue to the friction of the lower fill '7lowerfihl = KP Y2 (125) (3)2 = (1.45) ½ (125) (3)2 = 815 lL I Component of passive soil pressure in the lower fill due to the presence of the upper fill (overburden) upper fill = K (125) (4) (3) = 2,025 11. I Passive soil pressure at a depth of z is given as follows. = 2 13 P (isolated soldier pile) I [Ref: Eq. 6.19, Tomlinson, M., J., Pile Design and Construction Practice] I Where = area of cross section of pier = 3 ft I Page I I., Accordingly, two components of the passive pressures provided L'y the upper fill on the 3 ft wide pier, I taken together, are as follows. P. = 13 P. = (2) (3) (815 + 2,025) = 17,400 1 (Isolated soldier pile) In resisting overturn of the pier, the first component of force, due to friction in the upper fill acts through a moment arm equal to 1/3 the thickness of the lower fill. Therefore, this component to the I resisting moment is calculated as follows. I Resisting Momentup rflhI = 1/3 (2) (3) (815) (3) = 4,890 lb-ft In resisting overturn of the pier, the second component of force, due to overburden of the upper fill acts through a moment arm equal to Y the thickness of the lower fill. Therefore, this component to the resisting moment is calculated as follows. Resisting MomentuprflhI = Y2 (2) (3) (2,025) (3) = 18,224 lip-ft I Factor of Safety Mainst 0verturnin& The resisting moments are as follows. I Resisting Moments = 35,073 + 4,890 + 18,224 = 58,187 117-ft I The overturning moment due to the eccentricity of the loading condition (see a17ove) is as follows. Overturning Moment = 27,000 117-ft Factor of Safety Against Overturn = (58,187)1(27,000) = 2.15 > 2.0 O.K. Check Shear Strength of CorIels I Diameter per pier = 3.0 ft Cross sectional area of each corl,el = (18) (36) = 648 eq inches Although the design calls for reinforcing steel and has 17een detailed in accordance with ACI 318, here we check against the lowest standard, namely shear resistance provided by the concrete. Shear strength per pier for 2,500 psi reinforced concrete = 2 -.J ti,., d = 2 -.12,500 (18) (36) = 64,800 117 = 64.8 kips I Factor of Safety against concrete shear failure = (64,&00) / (1&,000) = 3.6 I Required Factor of Safety against concrete shear failure = 1.5 1.5 < 3.6 O.K. I I I 1 IL I I I I I I I I Page & C0082286 2458 UNICORNIO ST PALAY RES-REPAIRILJNDERPINNING OF SLAB-CITY OBSERVES ONLY-NO GUARANTE MISC REPAIR =l44 - 130K 0 LeL1l 4770)lf 417 ii o (a c 5C( w/4th c('1iL •. dAJAh -i C a44aL1 JL,I/ ee1 I C ( 7/ G p4b" J?4C fl) & - Tsd Ct1 (z8iO9- 7?IoAJ5r - /'J7 /SS(L4D 7 BUILDING PLANNING ENGINEERING FIRE APPRIFORM HEALTH DEPT HAZMAT lAIR OU*L - OTHER SEWER DISTR TO FROM SCHOOL FORM cFD FORM ' P E & M WORKSHEET BI.OG FEES COMPLETE PLAN cORR ENGCORR ESGIL CORR FIRE OORR