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Home My WebLink About1920 PALOMAR POINT WAY; BLDG B; CB050080; PermitI LLA. -'..Y City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-09-2005 Commercial/Industrial Permit Permit No: CB050080 Building Inspection Request Line (760) 602-2725 Job Address: 1920 PALOMAR POINT WY CBAD PermitType: COMMIND Sub Type: INDUST Parcel No: 2121203300 Lot #: 0 Status: ISSUED Valuation: $520,200.00 Construction Type: VN Applied: 01/06/2005 Occupancy Group: Reference #: Entered By: KG Project Title: PALOMAR POINT BLDG B 17000 SF Plan Approved: 05/09/2005 SHELL Issued: 05/09/2005 Inspect Area: Plan Check#: PC040144 Applicant: Owner: LUSARDI CONSTRUCTION COMPANY JETTT LAWRENCE 1570 LINDA VISTA DRIVE 00 BOX 455 SAN MARCOS CA 92069 SANTA YNEZCA 93460 6197443133 .. - Building Permit "11,833-37:'.Meter Size Add 'I Building Permit Fee / $000 Add I Red Water Con Fee ' $0.00 Plan Check $1,191.69 Meter Fee $42000 Add I Plan Check Feek% $0.00 SDCWA Fee $6,012.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $109.24- PFF $946764 Park Fee $O.-00 PFF (CFD Fund) $0.00 LFM Fee $6800.00 9 License Tax $0.00 Bridge Fee $0 00 License Tax (CFD Fund)-,,$0.00 BTD #2 Fee $000 Traffic Impact Fee . $221000 BTD #3 Fee $0.00 Traffic Ii,pact (CFD Fund) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $63.00 Add 'I Renewal Fee $000 ELECTRICAL iTOTAL $41000 Other Building Fee $0 qo MECHANICAU T0L' $0 00 Pot Water Con Fee $12 746 00 Master Drainage Fee $0.00 Meter Size Dl 5 Sewer Fe - $3 151.80 Add 'I Pot Water Con Fee ' o.00 Redev, Parking Fee A $0.00 Red Water Con Fee $0.00' Additional Fees / $1 371.00 TOTAL PERMIT FEES. $45,785.74 Total Fees $45,785.74 TotaIPrnentsTà'Dàte' s- $45,785.74 FiALtAPOVAL: Inspector: Date: _____________ Clearance: NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as "fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Govemment 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 tithely fàllów that proèedure 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 processingor service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitationihas previously otherwise expired. City of Carlsbad Final Building Inspection Dept: Building Egine.ejng Planning CMWD St-Lite Fire RECEIVED JAN -4 2006 ('ITV OF CARI.SUAD ENGINEERING DFPARTMENT Plan Check #: PC040144 Date: 01/04/2006 Permit #: CB050080 Permit Type:. COMMIND Project Name: PALOMAR POINT BLDG B 17000 SF Sub Type: INDUST SHELL Address: 1920 PALOMAR POINT WY Lot: 0 Contact Person: PAT Phone: 7604972834 Sewer Dist: CA Water Dist:. CA Inspected Date (1 Du Inspected: t Approved: Disapproved: Inspected Date By: Inspected: Approved: . Disapproved: Inspected Date By: . Inspected: Approved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For: 01/18/2006 Permit# CB050080 'Title: PALOMAR POINT BLDG B 17000 SF Description: SHELL Type: çON1MIND Sub Type: INDUST Job Address: 1920 PALOMAR POINT WY Suite: ' Lot 0 Location: APPLICANT LUSARDI CONSTRUCTION COMPANY Owner: Remarks: Inspector Assignment: , TP Phone: 7604972834 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: PAT Entered By: CHRISTINE Act Comment A, ro V J, Comments/Notices/Hold Associated PCRs/CVs Original PC# PC040144 Inspection History Date Description Act lnsp Comments 01/11/2006 89 Final Combo 'CO TP NEED ENG. FINAL APPROVAL H-CAP ACCESS TO PATIO AREA 01/04/2006 89 Final Combo NR TP 12/28/2005 34 Rough Electric AP TP MSB SUB PNLS,TRANS 12/28/2005 39 Final ElectriOal NS TP RE-SCHD 12/29 12/28/2005 39 Final Electrical WC TP , 12/23/2005 39 Final Electrical NR TP 12/16/2005 14 Frame/Steel/Bolting/Welding AP TP T-CEIL ' 12/16/2005 24 Rough/Topout WC TP 12/16/2005 34 Rough Electric AP TP ' CElL LITES 12/16/2065 44 Rough/Ducts/Dampers AP TP DUCTS ' 12/14/2005 34 Rough Electric , AP TP MSB, SUB PNL, TRANS 12/12/2005 14 Frame/Steel/Bolting/Welding PA TP OK TO PLACE CElL BORDERS TILE 10/13/2005 24 Rough/Topout AP TP ROOF DRAINS City of Carlsbad Bldg Inspection Request UNT. For: 01/18/2006 " Permit#' CB050080. Inspector Assignment: TP 10/04/2005 14 Frame/Steel/Bolting/Welding AP TP ROOF FRM. 10/03/2005 15 Roof/Reroof NR TP 09/07/2005 14 F ram e/SteeI/BoItingNeIding AP TP EXT. CANOPY UPPER & LOWER 09/07/2005 14 Frame/Steel/Bolting/Welding AP TP ELECT., MAINT. RM., F.RISER RM 09/07/2005 17 Interior Lath/Drywall PA TP UPPER CANOPY CElL 09/07/2005 34 Rough Electric AP TP EXT. CANOPY UPPER LOWER 09/07/2005 34 Rough Electric AP TP ELECT., MAINT. RM., F. RISER RM. 09/01/2005 14 Frame/Steel/Bolting/Welding CO . TP 08/30/2005. 14 Frame/Steel/Bolting/Welding CO TP 08/25/2005 14 Frame/Steel/Bolting/Welding CO TP 08/23/2005 14 Frame/Steel/Bolting/Welding .WC TP 08/23/2005 15 Roof/Reroof AP TP 08/15/2005 11 Ftg/Foundation/Piers . PA TP SITE LITE FTGS 08/15/2005 12 Steel/Bond Beam. . . PA TP 08/15/2005 31 Underground/Conduit-Wiring PA TP SITE LITES 08/15/2005 66 Grout. . WC TP 08/03/2005 11 Ftg/Foundation/Piers . WC TP 08/03/2005 12 Steel/Bond Beam . AP TO P. STRIP 08/01/2005 11 Ftg/Foundation/Piers WC TP . 08/01/2005 . 12 Steel/Bond Beam CO TP P.S. 07/29/2005 12 Steel/Bond Beam NR TP NOT COMP. . 07/27/2005 11 Ftg/Fóundation/Piers AP TP TSH ENCL. 07/27/2005 12 Steel/Bond Beam AP TP 07/26/2005 11 Ftg/Foundatio'n/Piers . CO. TP 07/12/2005 13 Shear Panels/HD's AP TP PNLS COMP. 07/07/2005 12 Steel/Bond Beam AP TP PNLS E1-5, N1-4, W 1-5, 5 1,3,4,6, 07/07/2005 13 Shear Panels/HD's . . WC TP 07/06/2005 12 Steel/Bond Beam AP 34 PNLS SEE CARD LOC. 06/09/2005 • 22 Sewer/Water Service AP TP 06/08/2005 22 Sewer/Water Service .. NR TP 06/01/2005 12 Steel/Bond Beam AP TP S.O.G. . 55 05/20/2005 11 Ftg/Foundaion/Piers : AP TP S 05/20/2005 12 Steel/Bond Beam . • AP TP CONT. FIG. GB. & SPRD FTG 05/18/2005 11 Ftg/Foundation/Piers •, CO TP S S 05/18/2005 12 Steel/Bond Beam . CO TP S S 05/18/2005 31 Underground/Conduit-Wiring CO TP S 05/16/2005 21 Underground/Under Floor AP TP MAIN BLDG SEWER (lNT) 05/16/2005 22 Sewer/Water Service WC TP Date: January 11, 2006 To: City of Carlsbad MTGL Project No: 4204-AOl Public Works - Engineering MTGL Log No: 06-024 5950 El Camino Real Carlsbad, CA 92008 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING. PERMIT NO CB 040604 PROJECT NAME/ADDRESS: Ocean Ridge 5796 Armada Drive Carlsbad, California 92008 I declare under penalty of perjury that, to the best of my knowledge, the work requiring special inspection, material sampling and testing, for the structure/s constructed under the subject permit is in conformance with the approved plans, the inspection and. observation program and other' construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on: January 11, 2006 The, w'rk which we provided Special Inspection consisted of: Reinforced Structural Concrete, Structural Masonry, Structural' Steel Shop Welding, Structural Steel Field Welding, A325 High Strength Bolting, Ultrasonic Testing of C.JP Weld, Epoxy RebarfDowellAnchor Bolt, and SprayApplied Fire Proofing. A. If the inspection services were provided by an approved material testing laboratory or special inspection agency: TESTING AGENCY: MTGL, Inc. 7313 Carroll Road, Suite G San Diego, CA 92121 RESPONSIBLE MANAGING. ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME (PRINT OR TYPE): Eduardo C. Dizon. State of California Registration Number: C 57217 Expiration Date: 12/31/07 B) If the inspection services were provided by an independent certified special inspector: SPECIAL. INSPCETOR'S NAME (PRINT OR TYPE): Registration Number:' SIGNATURE: NA Expiration Date: ESS F7 C. (IL1J ' N0.57217 rl Exp. 12/31f07 . * . * RECEIVED LJAN 18 2006.1 CIT CARLSBAD ENGIN EERI OF NG DEPARTMENT cM&I DIVISION Geo technical Engineering Construction Inspection MatpriaI Tp..c tint, FINAL REPORT FOR -. - SPECIAL INSPECTION AND MATERIAL TESTING Environmental Office Locations Orange County Corporate Branch: E. 2992 La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Los Angeles Ventura County 13010 San Fernando Road Unit 1 Sylmar, CA 91342 Tel: 818.833.8100 Fax: 818.833.0085 San Diego Imperial County 7313 Carroll Road Suite 0 San Diego, CA 92121 Tel: '858'537.3999 Fax: 858.5F.3990 Inland Empire 14320 Elsworth Street Suite C1O1 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Central Dispatch 800.491.2990 www.mtglinc.com C-) n Corporate: 2992 E. La Palma Ave., .e Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Em 14320 Elsw'ui Street, Ste. C1 01 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK A INSPECTOR OTECHNICIAN /-/T 64 515/ AVAILABLE: SOIL REPORT (V) (N) SPECS (V) (N) APPROVED PLANS (Y) )N) APPROVED SHOP DRAWING (Y) (N) A ECT / ConsW1,-L, FOR WEEK ENDING PRQJECT. NO. /o2-AoJ IGERSS , I REPORT NO. PG OF CON1CTOR t PE u1ca4o'/ Q2,2 h PLAN FILE NO. MIT NO. -&7SOO 1 SUB-QONTRACTOR tLLSa,tdl ó2i-S1'- P,EQTNME ioita- b B/t4. INSPECTION A DRESS L—/'920 ADDRESS OF PROJ 2 REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE EN]) OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MA J RIALS USED BY ONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REP R )TAAiIc:gdO -P CONTRACTORS EQUIPMENT/ MANPOWER USED: AREID LINES PIECES,OBSERVED: f.ni1i (istedas //a&3: P1. Pz,P31P4',p"~; STRU AL NOTES, DETAIL. OP USED: - 4 TURflY7 iJ4e/ FIRS fri ç e 5fl/i. ,RE~ARKS, INC ',DING E77NGS b27 abtv flD //otthz'r i 1/bpe4 .Si,e, 1-241 Al.' /apsp// f fea'tei /S&i4. in I? ho V10 'd /o i. ijd / a'i t iv?'1i pc1. Reid7 / )f1,t p/#f. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: 5lA.h1'\4( TEMPERATURE: 7:7 'i'-•- SAMPLES TAKEN: TESTS REQUIRED: SITE TIME START: SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: 100 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES 'ftH THE SOIL INVESTIGATION RECOMMENDATIONS, OO EA O NS, SP ECIFICATIONS ~ANDAPPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature - Date of Report ICBO Certification Number e 'i A Print Name I City / County Certification Number Rev: 7/97 n Corporate: 2992 E. La Palma AVL., (e. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emit 14320 Elsw,,i Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK ,NSPECTOR 0 TECHNICIAN 1_ p AVAILABLE: SOIL REPORT (Y) (N) SPECS (V) (N) APPROVED PLANS (Y) (N) APPROVED SHOP DRAWING (Y) (N) ARIIECT 3ri 'i1'-t /I 71Th4 FOR WEEK ENDING PROJECT. NO. /oO2-.4o / ENGII . ., REPORT NO. PG / 013 CONTPATOR 1'A- atd( e-01S1'. PLAN FILE NO. PERMIT NO. ?dih 141 SUB- ONTRACTOR 1-14 d/ 644121,&?ofvLa,t PR T NA E Pc,,tZ 14 INSPECTION ADDRESS - ) ADDRESS OF PROJECT /2-o ? /0444.1c , , REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAIJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INC DE RISERCH REPORT NO. OR MATERIAL TEST REPORTS): - M,cd,siin %t233OOD, 4OOp5e Nsi TRACTORS EQUIPMENT! MANPOWE USED: p' p.tiafri gs v,biiri but H P GRID LINES, PIECES OBSERVED: A'7tIs prn1tid /,"do°s 1/tiws '. ( w/pi..u'vit ,S21 s6FLf,P/-Pc C5oo 77a, TZKZ, TCZ ST CTUR.AL NOTES, DETAIL OR RFIS USED: s. ppivvip /ai2S sp R KS, INCLUDINO MWTING ,nf /0175b I',, /) 7 (Pt S— ta. awl.dillamz /5YJ 5 cqL4id'u rac Ofl 4 id,i d A-JDW z - L-)7flfsr2/d?. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: TEMPERATURE: '7&0_4,- SAMPLES TAKEN: /?-1- ' TESTS REQUIRED: EME START: /0 'O SITETIMEFINISH: BY. PERIOD: ________________________ TRAVEL TIME: __________________________ VERIFIED I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES TIH THE SOIL INVESTIGATION RECOMMENDATIONS. THE APPROV 0 PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature 07 'It / E5 — Date of Report ICBO Certification Number 1 Print Name Rev: 7/97 City / County Certification Number Corporate: 2992 E. La Palma Ave., we Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empir( 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE 91NORK 'I,5eCTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT )Y) (N) SPECS (Y) (N) APPROVED PLANS )Y) (N) APPROVED SHOP DRAWING (Y) )N) ARC T - ,$v'i'h FOR WEEK ENDING PROJECT. NO. EN?1€ER REPORT NO. PG OF CO MUd" ,ts/ PLAN FILE NO. PERMIT NO. SUACIORj Ct& T VAME 7ia fc1 INSPECTION ADDRESS ADDRESS OF PROJE ) /ona4 -' REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALJMTGL SOIL MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. M TERIALS USED V CONTRACTOR CLUD RESEARCH REPORT NO. OR MA ERIAL TEST REPORTS): il4cx' aeci 4o3ro, c1000s,' h - TRACTORS EQUIPMENT / MANPOWER USED: ' ('f4Ut1137, Vi Yt1 W('e1 k'bt I / RO't RID LINES,PIECES 0 RVEO: 1) 7) btu /S,t, 8 i i /Jo WJS 534 3 1, $1' W, w31 2- ,WI, +STR CTURAL NOTES, OETAI . OR RFIS USED: C PvovPp/au1i cp1c4.• A S. INCLUDING EETIN S: S, : oLidi17fm o' 7,?' ôttfj!. tun&u tw, 1)4/v iif dt b1. C13 4/ etf Li ,Wt L iiiA M t it'd hi4r ,)- c6 -017 s- PA, 'T z.- pij I. IJ3 O3) & 4- 70 c - 6') f 5T" 7- ,)9Oo - - pi REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: ft( hfl4:.1 SAMPLES TAKEN: TEMPERATURE: .- TESTS REQUIRED: 2- 5c_t - S)TE TIME START: 217 'O SITE TIME FINISH: /3'OD ' LUNCH PERIOD: ________________________ TRAVEL TIME: __________________________ VERIFIED BY: DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WI 4-TIE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report )CBO Certification Number Print Name City / County Certification Number Rev: 7/97 cm Corporate: 2992 E. La Palma Ave., bie. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 C Inland Empire 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE 9ORK 'INSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS (V) (N) APPROVED PLANS (Y) (N) APPROVED SHOP DRAWING (Y) (N) ARCI1$ECT . _)r "-1 Sl.17/6rZT FOR WEEK ENDING I PROJECT. NO I/O2Az2/ ENGIN / REPORT NO. PG OF CONTPAdTOR PLAN FILE NO. I?1651z's1 SUB-CONTRACTOR LbLcaA9( Cohs/ PRT NAME ralor,vi,i 2rtz' /4 INSPECTION AD O_5— OF PR99 74(J (4,/Ofrfl14 REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY WNTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS):, 4TM i(,icA 7o& 0 s ,' CONTRACTORS EQUIPMENT I MANPOWER USED: GRID LINES PIECES Q FIVE f-, - p,t4'/di,zoj 73 a _5 4moll/s c; s 3. 5L/ V\/31 ;W11 W2 ; 1 FEE S C11JRAL NOTES. DETAIL, QR RFISI USED: IR4ppvvia 1Dai'iJ' 15p1c4-. CL%EEPN Cei( A( (J14 (A t [vi V( tô / OCt9 '/;77 alt, Lap (i,&1 c'( La4 api. ci Twi. 7'Pc2,17 £ pltei izi prvS REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: TEMPERATURE: 7 SAMPLES TAKEN: TESTS REQUIRED: - SITE TIME START: 17T SITE TIME FINISH: /10o LUNCH PERIOD: TRAVEL TIME: VERIFIED 8g/"2.-._ ________________________ __________________________ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WTH THE SOIL INVESTIGATION RECOMMENDATIONS, \,AND / OR TU_4"eV1EQ PLANS, SPECIFICATIONS AND APPLICABLE ION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT pA /67 / ____ Signally ICBO Certification Number Print Name Date of Report City / County Certification Number Rev: 7/97 n Corporate: 2992 E. La Palma Ave., bw Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 C Inland Empire 14320 Elsworth street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OFJ ORK . 1ECTOR DTE9INICIAN (;Oki C'L.i 'Z ,1_'/a f/.7.-7 j,7' AVAILABLE: SOIL REPORT (V) (N) SPECS )Y) (N) APPROVED PLANS (Y) (N) APPROVED SHOP DRAWING )Y) (N) ARcTECT m / .cuI y'- FOR WEEK ENDING PR ECT. NO. 700 2A0/ brGI REPORT NO. PG / OF CONT CTOR 1-(,1'?4 d' '10n8 / PLAN FILE NO. PERMIT NO. Cf3cb9OS/ SUB- ONTRACTOR - Li'twdi Côn/ CT NAME 7Jrn Prn ' 13/4. INSPECTION ADDRESS - AD R S OF PROJE /4 /Oi4a tn-? REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAIJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT COPY WITH YOUR WEEK'S REPORTS. V , 1,ALS USED qY CONTRACTOR (IN DE BEUARCH REPORT NO. MATERIAL TEST REPORTS): 3OOc 7ps(, &uiiôkiJ ORACTORS EQUIPMENT! MANPOWER USED: rni p i,i,thn grs V,hvovfr? v 1tq 5cd, ba./ -Jpj D LINES CESoJ 4 1 STRUCTURAL NOTES, DETAIL, OR RFIS USED: RKS U/u;,InMj 'o11,0i?17rn Ill noiu'?thôve 1/3Lf (dA eLqM 4'/.1 viSiui,M /AtJd Ti)7jq LP/ AN %34L " T— ã75 L — ,L7 / 1J— REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: f74 ,7e 011y1L TEMPERATURE: Q +. SAMPLES TAKEN: 7L TESTS REQUIRED: 31.4#1/7/3 "Pte-,cx1 t d44_ SITE TIME START: _______________________ SITE TIME FINISH: LUNCH PERIOD: ________________________ TRAVEL TIME: __________________________ VERIFIED BY:" I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS. j AND I R THE PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Je=S ~-~ *b I Q / F.niin CifinIinn Mi,mhpr Print Name Rev: 7/97 Corporate: 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 ( San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire: 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 909.653.4999 Fax: 909.653.4666 FIELD REPORT TYPE OF WORK 41PECTOR OTECHNICIAN :'o.._çL.Ac._skIr c,cg__'1joi..L AVAILABLE: SOt PORT (V) (N) SPECS (Y) (N) APPROVED PLANS ( (N) APPROVED SHOP DRAWING (V) (N) ARCHITECT S -t cø&SLc AO -rc FOR WEEK ENDING 07- 03 -0 S PROJECT. NO. 1 106ZA0 7- ENGINEER CSt c. REPORT NO. PG OF I CONTRACTOR L&cA'- PLAN FILE NO. PERMIT NO. Ocf,Of, SUB-CONTRACTOR LkcC.AV-L PROJECT NAME PjL.OMAQ__ INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATFACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): S~41c4 c5L i - (a (S Ar 70 ( CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA, GRID LINES, PIECES OBSERVED: E-/ i,7 1-4c 61i )4lt,2? STRUCTURAL NOTES, DETAIL. OR RFIS USED: XZo'4) REMARKS. INCLUDING MEETINGS: c(\ cL çr1L "s CO1iftX itJ (cwisc çu\ 6Z 4Q.,LA p L - koçcrj. -MAZEA-,Lzf '4 coerL Iuws V15CCL c44*c4 (c )p oic Lc4GE..r- c -r-s. \ sum u€2( REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: o'r._e~c' TEMPERATURE: SAMPLES TAKEN: TESTS REQUIRED: 14 SITE TIME START: SITE TIME FINISH: LUNCH PERIOD: ________________________ TRAVEL TIME: __________________________ VER(FI I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND/OR THE AP NS, SPEC I ATJN..AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Olioc ios Date of Report ICBO Certification Number Print Name City/ County Certification Number Rev: 7/97 Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 n Inland Empire: 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT 7fl'PF WORK INSPECTOR 0 TECHNICIAN (r,y\ (/j'+,( c[y\1 AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) APPROVED PLANS )Y( (N) APPROVED SHOP DRAWING (V) (N) ARCHITECT Svv 144- Ccvxcu( FOR WEEK ENDING PROJECT. NO. /oo / ENGINEER ._ REPORT NO. PG OF / 2_ CONTRACTOR PLAN L-; FILE NO. PER IT 0. / cY4b goo - SUB-CONTRACTOR as LM d-; P~VqT NPME 7tok1ii I Bid B INSPECTION ADDRESS "16210 ADDRESS OF PROJEq NA 10r WiA . REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAIJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RIFTS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATEIALS M USED PY CONTRACTOR IfCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): dei? o35DO1 3bO&ps€, /-/nn5 CTO S EQUIPMENT! MANPOV'ER USED: 4 4 GRI LINES, PIECES OV k2 ZlIn ç cLk11 AST UCTURAL NOTES. DETA . OR RF S USED: pprwdp/a.i' (ARKS. !NCLU7ME7NGS / ' i1hth m f Z drniu '&, h'7i "a- -7LZI 7071q 3,i4ioj € 7'/° C-7° p gyc. T- /o ,/ /1/304' L S. tc/D REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: C/eP) 5(4/jVj1 TEMPERATURE: to° i1 SAMPLES TAKEN: TESTS REQUIRED: 2'7 SITE TIME START: SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: ''l DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES ATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHER' —' Signature Date of Report Print Name )IL INVESTIGATION RECOMMENDATIONS, IN THE DEFICIENCY REPORT O:c — )CBO Certification Number City / County Certification Number Rev: 7/97 Corporate: 2992 E. La Palma Ave., Ste Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: A 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire: 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE ORK ~11NSPIITOR 0 TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) APPROVED PLANS (Y) (N) APPROVED SHOP DRAWING (Y) (N) AR45ECT IL'; FOR WEEK ENDING I /A7ZA z)/ a~ z)/ PROJECT, NO ENGI s REPORT NO. PG 2.-. OF CONTRACTOR L fri SZtd( e-s PLAN FILE NO. NO. SUB CONTRACTOR 14AcaAJ, C P Rft1RT N6ME INSPECTION ADDRESS ADfl,RESS OF PROJEC, j REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAIJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL _4 11A A(pt CONTRACTORS EQUIPMENT /MANPOWER USED: AB -L3RID INES, PIECES OBSERVED- be jA4 / '1 ST TURAL NOTES, DETAILdPR RFIS USED: 4Cpn)v REARKS INcLUDIN; MEETINGS: VM4V AY 41 c/(e/ '> â4/ flA td /oc5221 5 iQ fnq 1I i /jt2 2e i,'i ,' 'i REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: c2,,c—F TEMPERATURE: Gr° _- SAMPLES TAKEN,....., TESTS REQUIRED: SITE TIME START: D SITE TIME FINISH: O?OO LUNCH PERIOD: TRAVEL TIME: VERIFIED LIU .,CflhIrT IFULLT UtMVU) ALL UI IHE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 01, , / (1 Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 (') Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 n Inland Empire:' 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE WORK INSPECTOR 0 TECHNICIAN (.,D y\ q,j't,4 fl AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) APPROVED PLANS (Y) (N) APPROVED SHOP DRAWING (Y) (N) ARC TECT ( d-hp-1c1 FOR WEEK ENDING PROJECT. NO. / o azAô I ENGI REPORT NO. PG OF CO TRACTOR L&c4ci PLAN FILE NO. PERMIT NO. SUB-CONTRACTOR Cv4 EC NAME INSPECTION ADDRESS - —3' ADDRESS OF PROJECT / 92-0 ? /o n REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAIJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTONCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): M K ,isvt I 1j CONTRACTORS EQUIPMENT/ MANPOWER USED: i - GRID LINES, PIECES OBS RVEO: f3tiv-6 e-vi1-(rc - Wr . A/3- E/- X-/c,i- x1/A/I%,A/3 /flI7)7 1.i9/uiirnp7'r 1S,c- ST UCTURAL NOTES. DETA OR REIS USED: ,4pv-nvt'it F'1' 5NaUWNG*1EEflNGS: ' cnL4cr\ IL c /17 c ôvt 1A~l.d bJpit/: 7-072-7 '0t7c L -901/I --3/I REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: TEMPERATURE: SAMPLES TAKEN: TESTS REQUIRED: J/L4/'3 ar" 1i" C.&47 SITE TIME START: 07 Ot!:7 SITE TIME FINISH: ,/?.'1O LUNCH PERIOD: _______________________ TRAVEL TIME: ________________________ VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH T7E SOIL INVESTIGATION RECOMMENDATIONS. AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT NJ rignatume Date of Report ICBO Certification Number 1Se.icLt? Print Name City / County Certification Number Rev: 7/97 Geo technical Engineering Construction Inspection Materials Testing FINAL REPORT FOR Environmental SPECIAL INSPECTION AND MATERIAL TESTING Date: December 5, 2005 To: City of Carlsbad MTGL Project No: 1002-AO1 Building Department MTGL Log No: 05-1734-A 1635 Faraday Avenue Carlsbad, CA 92008 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING. PERMIT NO: CB 05-0080 PROJECT NAME/ADDRESS: Building "B" 1920 Palomar Point Way Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, the work requiring special inspection, material sampling and testing, for the structure/s constructed under the subject permit is in conformance with the appro4ied plans, the inspection and observation program and other construction documents, and the applicable .worknianship provisions of the. Uniform Building Code. Executed on: December 5, 2005 The work which we provided Special Inspection consisted of: Reinforced Concrete, Structural Panels, Pour Strip, Field Welding (Panel Splices, Ties, Joist Seat, Bars, Ledger, Stich Plate), Structural Steel Field Welding, and Roof Built-Up. A. If the inspection services were provided, by an approved, material testing laboratory or special inspection agency: TESTING AGENCY: MTGL, Inc. 7313 Carroll Road, Suite G San Diego, CA 92121 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME (PRINT OR TYPE): , Eduardo C. Dizon State of California Registration Number: C 57217 Expiration Date: 12/31/07 B) If the inspection services were provided by an independent certified special inspector: SPECIAL INSPCETOR'S NAME (PRINT OR TYPE): NA Registration Nu er: Expiration Date: FESS SIGNATURE: Office Locations Orange County Corporate Branch: 2992E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Los Angeles Ventura County 13010 San Fernando Road Unit Sylmar, CA 91342 Tel: 818.833.8100 Fax: . 818.833.0085 San Diego Imperial County 7313 Carroll Road Suite San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14320 Elsworth Street Suite C1O1 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax 951.653.4666 Central Dispatch 800.491:2990 www.mtglinc.com Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite CIOI, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: I002A0I Project Name: PALOMAR POINTE COLLEGE BLVD & ASTON AVE CARLSBAD, CA Client: LANIKAI MANAGEMENT CORP. A Set No.: 5-13830 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength - (psi) Type of Fracture 7 6/10/2005 6X 12 28.27 66,340 2,350 Shear 28 7/1/2005 6X 12 28.27 98,390 3,480 Shear 28 7/1/2005 6X 12 28.27 96,040 3,400 Shear 28H 7/1/2005 6X12 28.27 A Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH Location: SLAB ON GRADE AT GRID LINE 1.5 / E.3 Concrete Supplier: HANSON AGGREGATES Mix No.: 3033500 Ticket No.: 812852 Water added at Site: gal. By Cement Type: Il/V Mix Time: 48 mm. Remarks: Distribution: LANIKAI MANAGEMENT CORP. LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD-BLDG INSPECTION DEPT. LUSARDI CONSTRUCTION COMPANY **LAB COPY** Date Sampled: 6/3/2005 Date Received: 6/6/2005 Concrete Temp: 78 °F Ambient Temp: 76 °F Slump: .4.25 in. Tested at: San Diego Respectfully Submitted, MTGL, Inc. c Eduardo Dizon, R.C.E. 3440 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch:. 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit I, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: 1002A01 Project Name: PALOMAR POINTE COLLEGE BLVD & ASTON AVE CARLSBAD, CA Client: LANIKAI MANAGEMENT CORP. A Set No.: 5-13891 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 . 6/14/2005 6 X 12 28.27 72,620 2,570 Cone & Split 28 7/5/2005 6X 12 28.27 95,230 3,370 Cone & Split 28 7/5/2005 6 X 12 28.27 96,170 3,400 Shear 28H 7/5/2005 6 X 12 28.27 A Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH Location: SLAB ON GRADE AT GRID LINE 2.6/B.5 Concrete Supplier:. HANSON AGGREGATES Mix No.: 3033500 Ticket No.: 814017 Water added at Site: gal. By Cement .Type: lI/V Mix Time: 54 mm. Remarks Distribution: LANIKAI MANAGEMENT CORP.. LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD-BLDG INSPECTION DEPT. LUSARDI CONSTRUCTION COMPANY **LAB COPY** Date Sampled: 6/7/2005 Date Received: 6/8/2005 Concrete Temp: 74 OF Ambient Temp: 67 OF Slump: 4.75 in: Tested at: San Diego Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 3380P51 28-day. compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: 1002A01 Project Name: PALOMAR POINTE COLLEGE BLVD & ASTON AVE CARLSBAD, CA Client: LANIKAI MANAGEMENT CORP. A Set No.: 5-13892 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 6/14/2005 6X12 28.27 45,570 1,610 Cone 28 7/5/2005 6 X 12 28.27 94,010 3,320 Shear 28 7/5/2005 6X 12 28.27 96,420 3,410 Cone& Split 28H 7/5/2005 6X12 28.27 A Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH Location: SLAB ON GRADE AT GRID LINE 1.5/13.5 ConcreteSupplier: HANSON AGGREGATES Mix No.: 3033500 - Ticket No.: 814304 Water added at Site: gal. By Cement Type: IlJV Mix Time: 20 mm. Remarks Distribution: LANIKAI MANAGEMENT CORP. LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD-BLDG INSPECTION DEPT. LUSARDI CONSTRUCTION COMPANY **LAB COPY** Date Sampled: 6/7/2005 Date Received: 6/8/2005 Concrete Temp: 78 OF Ambient Temp: 74 OF Slump: 4.50 in. Tested at: San Diego Respectfully Submitted, MTGL, Inc. c Eduardo Dizon, R.C.E. 3360 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite CIOI, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 'Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: LANIKAI MANAGEMENT CORP. A Set No.: 5-13829 File No.: Permit No.: Project No.: I002A0I Project Name: PALOMAR POINTE COLLEGE BLVD & ASTON AVE CARLSBAD, CA A Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 6/10/2005 6X 12 28.27 65,250 2,310 Cone& Split 28 7/1/2005 6 X 12 28.27 93,490 3,310 Cone & Split 28 7/1/2005 6X 12 28.27 92,730 3,280 Cone & Split 28H 7/1/2005 6X12 28.27 Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH Location: SLAB ON GRADE AT GRID LINE 1.5 /C.5 Concrete Supplier: HANSON AGGREGATES Mix No.: 3033500 Ticket No.: 812696 Water added at Site: gal. By Cement Type: Il/V Mix Time: 47 mm. Remarks: Distribution: LANIKAI MANAGEMENT CORP. LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD-BLDG INSPECTION DEPT. LUSARDI CONSTRUCTION COMPANY **LAB COPY** Date Sampled: 6/3/2005 Date Received: 6/6/2005 - Concrete Temp: 75 OF - Ambient Temp: 71 OF Slump: 5.00 • in. Tested at: San Diego Respectfully Submitted, MTGL, Inc. c Eduardo Dizon, R.C.E. 3300 PSI 28-day, compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite CIO], Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: 1002A01 Project Name: PALOMAR POINTE COLLEGE BLVD & ASTON AVE CARLSBAD, CA Client: LANIKAI MANAGEMENT CORP. A Set No.: 5-13831 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 6/10/2005 6X 12 28.27 63,030 2,230 Cone & Split 28 7/1/2005 6 X 12 28.27 96,560 3,420 Cone & Split 28 7/1/2005 6X 12 28.27 99,730 3,530 Shear 28H 7/1/2005 6X 12 28.27 A Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH Location: SLAB ON GRADE AT GRID LINE 1.5/ G Concrete Supplier: HANSON AGGREGATES Mix No.: 3033500 Ticket No.: 812995 Water added at Site: gal. By Cement Type: Il/V - Mix Time: 57 mm. Remarks: Distribution: LANIKAI MANAGEMENT CORP. LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD-BLDG INSPECTION DEPT. LUSARDI CONSTRUCTION COMPANY **LAB COPY** Date Sampled: 6/3/2005 Date Received: 6/6/2005 Concrete Temp: 79 OF Ambient Temp: 77 OF Slump: 4.75 in. Tested at: San Diego Respectfully Submitted, MTGL, Inc. Eduardo Dizon, R.C.E. 3480 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite CIOI, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: 1002A01 Project Name: PALOMAR POINTE COLLEGE BLVD & ASTON AVE CARLSBAD, CA Client: LANIKAI MANAGEMENT CORP. A Set No.: 5-13828 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 6/10/2005 6X12 28.27 77,410 2,740 Shear 28 7/1/2005 6X 12 28.27 109,540 3,870 .Cone & Split 28 7/1/2005 6 X 12 28.27 100,740 3,560 Cone & Split 28H 7/1/2005 6X12 28.27 A Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH Location: SLAB ON GRADE AT GRID LINE 2/A.5 Concrete Supplier: HANSON AGGREGATES Mix No.: 3033500 Ticket No.: 812513 Water added at Site: gal. By Cement Type: IIIV Mix Time: 49 mm. Remarks: Distribution: LANIKAI MANAGEMENT CORP. LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD-BLDG INSPECTION DEPT. LUSARDI CONSTRUCTION COMPANY **LAB COPY** Date Sampled: 6/3/2005 Date Received: 6/6/2005 Concrete Temp: 73 OF Ambient Temp: 63 OF Slump: 4.25 in. Tested at: San Diego Respectfully Submitted, MTGL, Inc. c Eduardo Dizon, R.C.E. 3720 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite CIO], Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 File No.: Permit No.: Project No.: 1002A01 Project Name: PALOMAR POINTE COLLEGE BLVD & ASTON AVE CARLSBAD, CA Client: LANIKAT MANAGEMENT CORP. A Set No.: 5-13932 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 6/15/2005 6X 12 28.27 66,730 2,360 Shear 28 7/6/2005 6X 12 28.27 109,860 3,890 Cone& Split 28 7/6/2005 6 X 12 28.27 108,420 3,830 Cone & Split 28H 7/6/2005 6X12 28.27 A Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH Location: SLAB ON GRADE AT GRID LINE 16/E Concrete Supplier: HANSON AGGREGATES Mix No.: 3033500 Ticket No.: 8144773 Water added at Site: 5.00 gal. By LUSARDI Cement Type: TI/V Mix Time: 50 mm. Remarks Date Sampled: 6/8/2005 Date Received: 6/9/2005 Concrete Temp: 75 OF Ambient Temp: 70 OF Slump: 4.75 in. Tested at: San Diego Distribution: LANIKAI MANAGEMENT CORP. LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD-BLDG INSPECTION DEPT. LUSARDI CONSTRUCTION COMPANY **LAB COPY** Respectfully Submitted, MTGL, Inc. QAt Eduardo Dizon, R.C.E. 3860 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 5373990 Branch: 14320 Elsworth Street, Suite CIOI, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit I, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 ** CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 - File No.: Permit No.: Project No.: 1002A01 Project Name: PALOMAR POINTE COLLEGE BLVD & ASTON AVE CARLSBAD, CA Client: LANIKAI MANAGEMENT CORP. A. Set No.: 5-13931 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 6/15/2005 6X12 28.27 48,360 1,710 Cone 28 7/6/2005 6 X 12 28.27 92,720 3,280 Cone & Split 28 7/6/2005 6X 12 28.27 93,070 3,290 Cone & Split 28H 7/6/2005 6X12 28.27 A Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH Location: SLAB ON GRADE AT GRID LINE E/7 Concrete Supplier: HANSON AGGREGATES Mix No.: 3033500 Ticket No.: 815121 Water added at Site: gal. By Cement Type: lI/V Mix Time: 32 mm. Remarks: Distribution: LANIKAI MANAGEMENT CORP. LUSARDI CONSTRUCTION COMPANY CITY OF CARLSBAD-BLDG INSPECTION DEPT. LUSARDI CONSTRUCTION COMPANY **LAB COPY** Date Sampled: 6/8/2005 Date Received: 6/9/2005 Concrete Temp: 81- OF Ambient Temp: 77 OF Slump: 4.50 in. Tested at: San Diego Respectfully Submitted, MTGL, inc. c Eduardo Dizon, R.C.E. 3280 PSI 28-day compression test complies with the specified strength.