HomeMy WebLinkAbout1910 PALOMAR POINT WAY; BLDG A; CB050079; PermitCity of Carlsbad
1635 .Faraday Av Carlsbad, CA 92008
02-23-2006 Commercial/Industrial Permit Permit No: CB050079
Building Inspection Request Line (760) 602-2725
Job Address: 1910 PALOMAR POINT WY CBAD
Permit Type: COMMIND Sub Type: INDUST
Parcel No: 2121203300 Lot #: 0 Status: ISSUED
Valuation: $1,003,680.00 Construction Type: VN Applied: 01/06/2005
Occupancy Group: Reference #: Entered By: KG
Project.Title: PALOMAR POINT BLDG A 32800 SF Plan Approved: 05/09/2005
SHELL BLDG. Issued: 05/09/2005
Inspect Area: TP
Plan Check#: PC040144
Applicant: , .Owner:
LUSARDI CONSTRUCTION COMPANY -- JETT T LAWRENCE-
.1570 LINDA VISTA DRIVE P.O BOX 455 \
SAN MARCOS, CA 92069 --' SANTA YNEZ CA 93460.
619-744-3133
/ ,...
Building Permit / .
""$3,092.85 Meter Size ('J FP5/8
AddI Building Permit Fee - / $0.00 -j Add'l Recl'Water Con. Fee' $0.00
Plan Check $2,010.35i / Meter Fee& '\ '. c $740.00
AddI Plan Check Fee /. '" $0.00 / SDCWA Fee $6,012.00
Plan Check Discount / . . . $0.00 CFD Payoff Fee
_..,, .. . \ $0.00
Strong Motion Fee " $210 77 PFF (3105540)....1-1;, ,' $,18,266.98
Park Fee . '- .. "\ $000--. PFF (4305540) / $0.00
LFM Fee -. - $13,120.00 License Tax (3104193) ,_ -- $0.00
Bridge Fee ' $0.00 Liene Tax (4304193) ,/ ( ) $0.00
BID #2 Fee
'----
$0 00 Traffic Impact Fee (3105541) ., $426400
BTD #3 Fee .-. :$0'00 - Traffic Impact Fee (4305541) ' $0.00
Renewal Fee . --". $0.00 PLUMBING TOTAL\\ - . I $175.00
Add'l Renewal Fee - - z
J\'
"- $0.00 ELECTRICALTOTAL' ,1 $1,010.00
Other Building Fee $O00 MECHANICALLJOTALY7 / I $60.00
Pot. Water Con. Fee $12,746.O0 Master Drainage Feé" / f $0.00 \ \ - ..i 1.' , Meter Size Dl's -. Sewer Fee , / $6,081.12
Add'l Pot. Water Con. Fee '". so Do Rëdèv Parking Fee / / $0.00
Red. Water Con. Fee '- ,- --.. "-. $0 Additional-,Fees ,/ ' $1,371.00
TOTAL PERMIT FEES,. \ .,) ,' $69,160.07
1 ,,' / - - \ \\ \.) •1
Total Fees: $69,160.07 Total Paymnts"ToDatè:.—' ,. $69,160.07 ' Balance Due: $0.00
Li
FINAL APPROVAL
Inspector: Date: i/4? 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
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
City of Carlsbad
U-M Final Bulilng.lnspectlofl
Dept: Building En n- Planning CMWD ,St Li Fire
Plan Check#: PC040144
Permit #: CB050079 l'ermit
Project Name: PALOMAR POINT BLDG A 32800 SF .
SHELL BLDG.
Address: 1910 PALOMAR POINT WY Lot:
Contact Person: PAT Phone: 7604972834
Sewer Dist: CA Water Dist: CA
Inspected Date
By: ______ Inspected: Approved:
Inspected Date
By: Inspected: Approved:
Inspected Date
By: Inspected: Approved:
Comments:
ate:
Type:
ub Type:
0
$21
02/02/2006
COMMIND
INDUST
..
Disapproved:
Disapproved:
-
Disapproved:
Inspection List.
Permit# CB050079 Type COMMIND INDLIST PALOMAR POINT BLDG A 32800 SF
SHELL-BLDG.
Date Inspection Item Inspector Act Comments
02/24/2006 89 Final Combo TP AP -
02/07/2006 89 Final Combo TP .. CQ
02/06/2006 89 Final Combo • TP NR . .•
02/02/200689 Final Combo TP CO
01/27/2006 23 Gas/Test/Repairs TP AP TO.BOlLER
01/18/2006 16 Insulation TP AP PMTR.WALLS,..
0.1/18/2006 17 InteriorLath/Drywall TP AP PMTR WALLS •
01/17/200616 Insulation '. TP AP I &2 fir prntr draft stops
01/09/2006 34 Rough Electric TP CO MECH:YARD PUMP' DISCOS
12/28/2005 39 Fin Electrical TP NS RE-SCHD 12/29 -
12/16/2005 18 Exterior Lath/Drywall TP AP -
12/15/2005 18 Exterior Lath/Drywall TP CO .
12/15/2005 34 RoughElectric . TP PA. , MSB, H:,SUBPNLS
12/12/2005 17 Interior Lath/Drywall TP WC
12/12/2065 18. Exterior Lath/Drywall TP AP EXT. LATH @ DENS GLASS
12/09/200518 Exterior Lath/Drywall TP CA RE-SCH 12L12. '-p
12/07/2005 17 Interior Lath/Drywall TP PA LOBBY 1ST FLR"
12/07/2005 1,8 Exterior Lath/Drywall TP NR . N/COMP..
12/07/2005 34 Rough Electric TP NR MSB .
12/06/2005 18 Exterior Lath/Drywall
,
TO . PA
11/28/2005 18 Exterior Lath/Drywall PD CA,
11/22/2005 17 Interior Lath/Drywall PY CA
11/22/2005 18 Exterior Lath/Drywall PY CA '
11/16/2005 14 Frame/Steel/Bolting/Weldin TP CO NEED PLAN, F.C. PENT. ABOVE CElL OK
11/10/2005 14 Frame/Steel/Bolting/Weldin TP NR INT LOBBY SOFFIT
11/10/2005 17 Interior Lath/Drywall • TP PA 1 & 2 FLR N / NRL COM.
11/04/2005 14 Frame/Steel/Bolting/Weldin TP CO INTTNRYSOFFIT .
•
11/04/2005 17 Interior Lath/Drywall TP NR CB051907
10/31/2005 18 Exterior Lath/Drywall TP PA DENS GLASS@ EXT.
- 10/27/2005 24 Rough/Topout •. TP AP, ..• •
10/26/2005 14 Frame/Steel/Bolting/Weldin TP CO POROTICOL
10/26/2005 24 Rough/Topout TP CO FAILED TEST.
- 10/20/2005 14 Frame/Steel/Bolting/Weldin TP AP ENTY LOBBY & STIR. ENCL.
10/20/2005 15 Roof/Reroof TP AP '• -
10/17/200514 Frame/Steel/Bolting/Weldin TP PA • • -
•
10/17/2005.15 Roof/Reroof TP NR ' • •
10/17/2005 24 Rough/Topout TP NR '• •
-
.10/13/2005 14 Frame/Steel/Bolting/Weldin TP PA EXT FRAME N/INCL PORTICOL.SECT'
10/13/2005 15 Roof/Reroof TP CO - -
10/12/2005 15 Roof/Reroof TP CO MTL PAN ROOF.
10/11/2005 14 Frame/Steel/Bolting/Weldin TP WC
10/11/2005 -14 Frame/Steel/Bolting/Weldin TP PA EXT. FMS. SIDE
10/06/2005 12 Steel/Bond Beam RB
,
WC
••
• 10/06/2005 14 Frame/Steel/Bolting/Weldin RB PA OK TO INSTALL DEN'S GLASS LINE A
Wednesday, arch 01 2006 - ' Page, 1 of 2
09/16/200511 FtglFoundationlPiers . TP WC .
09/16/2005 12 Steel/Bond Beam 'TP AR , MGB MtL PAN DECK P.G. @ C.B.S
08/15/2005 11. Ftg/Foündation/Piers .TP . .....PA_,._ ....SITE'LITE."FTQS .
08/15/2005 12. Steel/Bond Beam , TP PA
08/.15/2005 31 Underground/Conduit-Wirin TP PA SITE LITES '
08/15/2005 66 Grout - TP WC •
07/27/2005 11 FtglFoundationlPiers TP AP TSH ENCL.
07/27/2005 12 SteeI/ond Beam TP AR
07/26/200.5 11, Ftg/Foundation/Riers •' ,TP, CO
06/09I2005 22 Sewer/Water Service ' . TP AR
06108/2005 22' Sewer/Water Service TP ' NR -
06/06/2005,12 Steel/Bond Beam ' . TP • AP • S.O.G. •-
06/.03/2005'1.2.- Steel/Bond Beam TP CA: ' ..
105/27/2005 21 . Underground/Under Floor - RB AR ' 2-4" WATER LINES TO'.-EQUIPMENT
PAD.,
05/27/2005.31 Underground/Conduit-Wirin RB PA 1" LINE to-EQUIPMENT PAD
.
. 05/27/2005 41 Underground Ducts RB WC
'05/25/2005 12' Steel/Bond Beam ' • •' TP •. AR.. ELEV PIT PIP WALS
05/25/2095 2.1 Underground/Under. Floor: TP AP
05/19/200511 Ftg/Foundation/Riers ' TP 'AP' , - CONT. FTG., G.B, SPRD FIG.
' 05/19/2005 12' Steel/Bond Beam • • TP AP ,
05/19/2005 14 Fiame/Steel/Bolting/Weldin TP WC
- 05/18/2005 12 Steel/Bond Beam , : " 'JR • CO
-• 05/16/2005 21 Underground/Under Floor ' . 'TP AR MAIN BLDG SEWER (INT)
05/16/2005 22 Sewer/Water Service •. TO . WC • -
Wednesday, March 01', 2006
,
: '- . . . ' Page 2 of 2 - ,
Lk
City of 'C ä.rlsbadBldg' Inspection Request
For: 022006Lit 04 S
Permit# CB050079 Assignment TP
Title: 'PALOMAR POINT BLDG A,32800 SF
Description: SHELL BLDG.
Type: COMMIND Sub Type: INDUST
Phone: 7604972 34
Job Address: 1910 PALOMAR POINT WY
. Suite; . Lot 0
Location: .
-
Inspector:
APPLICANT LUSARDI CONSTRUCTION COMPANY .
Owner: . ,• . - .
Remarks:
• Total Tirne, .._ Requested By: PAT
Entered By: CHRISTINE
CD Description •-' Act Cment
19 Final Structural
:29 •. Final Plumbing, . .
.
39 Final Electrical
49 ' Final Mechanical,
Comments/Notices/Hold .
. Associated PCRs/CVs. 'Original PC# Pç040144
'lhspectiori- History
Date Description ' Act insp Comments
02/02/2006 ' 89 Final Combo ' ' . ' Co TP
01/27/2006 , 23 Gas/Test/Repairs ' AP TP TO BOILER , . '
• 01/18/2006 16 Insulation- AP TP PMTR WALLS
01/18/2006 , 17 Interior Lath/Drywall '. AP TP
01/17/2006 , 16 Insulation . ' ' AP TP 1 &2 fir pmtr.draft stops
01/09/2006 ' 34 Rough Electric . ' ' • CO TP' MECH. YARD PUMP DISCOS
12/28/2005 , 39 Final Eléàtrical NS TP RE-SCHD 12/29
12/16/2005 18 Exterior Lath/Drywall' , .. 'AP TP
12/15/2005 ' 18, Exterior Lath/Drywall , CO TP
12/15/2005 34 Rough Electric , ' PA TP MSB, H:SUB PNLS '
12/12/2005 17 Interior Lath/Drywall , WC TP - -
12/12/2005 • 18 Exterior Lath/Dywa,lI 'AP TP EXT. LATH @'DENS GLASS • ,
.12/09/2005 ' 18 Exterior Lath/Drywall - CA .TP ' RE-SC1 12-12. '
Geo technical Engineering
Construction lAspection.
Materials Testing
FINAL REPORT FOR Environmental
SPECIAL INSPECTION AND MATERIAL TESTING
Date: December 5, 2005
To: City of Carlsbad MTGL Project No: 1002-AOl
Building Department MTGL LogNo: 05-1734
1635 Faraday Avenue
Carlsbad, CA 92008
SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION
AND MATERIAL TESTING.
PERMIT NO: CB 05-0079
PROJECT NAME/ADDRESS: Building "A"
1910 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 approved
plans, the inspection and observation program and other construction documents, and the applicable workmanship
provisions of the Uniform Building Code.
Executed on: December 5, 2005
The work which we provided Special Inspection consisted of: Reinforced Concrete, Lightweight Concrete,
Structural Steel Field Welding including Moment Frames, Ultrasonic Testing of C.JP Weld/Moment Frame
Connection and Built-Up Roof.
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 lber:
j
Expiration Date:
SIGNATURE: AOFESS/
Exp. 1V31
OF
Office Locations
Orange County
Corporate Branch:
2992 F. 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 G
San Diego, CA 92121
Tel: 858.537:3999
Fax: 858.537.3990
Inland Empire
14320 Elsworth Street
Suite C1 01
Moreno Valley, CA 92553
Tel: 951.653.4999
Fax: 951.653.4666
Central Dispatch
800.491.2990
www.mtgiinc.com
C Corporate: San Diego/Imperial County: Inland Empi
2992 E. La Palma Ave., bte. A 7313 Carroll Road,Suite G 14320 EISWO\ itreet, Ste. C101
Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553
Tel: 714.632.2999 -Tel: 858.537.3999 Tel: 951.653.4999
Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666
FIELD REPORT
TYPEA WORK ,,.NSPECTOR 0 TECHNICIAN
( (5111 1VU t( f/tajj44J.4 f AVAILABLE: SOIL REPORT ('I') (N) SPECS (Y( (N)
APPROVED PLANS (Y) (N) , APPROVED SHOP DRAWING (Y) IN)
AR e4+ FOR WEEK ENDING I PROJECT. NO.
I 1190
ENGINEER ,- 15.c I,
REPORT NO. PG OF
__________ CONTRACTOR
MIS 4 .
* PLAN FILE NO PERMIT NO. I C&soo7 9 SUB-CONTRACTOR Coii,c PRO*GI NAME
fr//JJ14,f l7/f
INSPECTION AD1 ADDRESS
_•,
flF PROJECT q 47)
REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL/MTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS
IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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 (,UDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): ii21ecip&ftt 3oS3ôô1 &cç
,"TRACTORS EQUIPMENT! MANPOWER USED- OAn4_ 071 nt 12 DA I
ERtE A6RID LINES, PIECES OBSD:
e Ck 1r.Yfr vJr. b
1A( 4o)Jw A/ti.- A/ -P/i - Pf - L/ -
STR4tTURAL NOTES, DETAIL OR RFIUSED:
[f(iVt-
RRKS INCLUDING MEETINGS:
Uk4t4'1f6{ p I a ' 01) V19 h ab if / o'tn. i c. C'OT C/1 V4 c
(v1 MW ?,-4U vi 9 oit (3t'vw4 -tv'(13 L'i;1'4 I&I ow
/4 -63 c-7-1 S-5 "T- 75 ' 7 - Q L/IJ
e-7r 5-57q' -%LL7L -a97 L -814 11 6 ioJ:T-
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:
WEATHER: .p464 4 f4prdt,' - aea-t
TEMPERATURE: .- ,
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 WITH THE SOIL INVESTIGATION RECOMMENDATIONS,
AND / OR VED PLANS SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT
/-
Date of Report ICBO Certification Number
Ill
Name City / County Certification Number
Rev: 7/97
SITE TIME START: 7"i12- -.. SITE TIME FINISH: .3,..
LUNCH PERIOD: TRAVEL TIME: VERIFIED BY:
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
Inland Emp
14320 Elswo'L.. ..(reet, Ste. C101
Moreno Valley, CA 92553
Tel: 951.653.4999
Fax: 951.653.4666
FIELD REPORT
TYPE OF WORK - TFSPECTOR 0 TECHNICIAN
.;
AVAILABLE: SOIL REPORT (Y) (N) SPECS N)
APPROVED PLANS)k1I APPROVED SHOP DRAWING (Y) (N)
ARCHITECT FOR WEEK ENDING I PROJECT. NO.
I 11m4 A-el ENGINEER .
1&rs.f REPORT NO. PG OF
CONTRACTOR
L1.54 /&//
PLAN FILE NO. PERMIT NO.
SUB-CONTRACTOR
1-4 &/ 'lee
PROJECT NAME
- INSPECTION ADDRESS
//3 2, ADDRESS OF PROJECT
REPORTING REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALIMTGL 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 TEST REPORTS):
IF 76 1610;,
CONTRACTORS EQUIPMENT / MANPOWER USED:
AREA, GRID LINES, PIECES OBSERVED:
All / 41/ /le eel
STRUCTURAL NOTES, DETAIL. OR S USED:
REMARKS, INCLUDING MEETINGS: ,g / A 144
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:
WEATHER: , ,,,,
TEMPERATURE: 76 '57
SAMPLES TAKEN:
MIA
TESTS REQUIRED:
I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WRTHE SOIL INVESTIGATION RECOMMENDATIONS,
PLANS, SPECIFICATIONS A LICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT
ure ICBO Certification Number DateofRePort / ber
£
Print Name ,/' City / County Certification Number
Rev: 7/97
1
Corporate:
2992 E. La Palmá Ave., Ste
Anaheim, CA 92806
Tel: 714.632.2999
Fax: 714.632.2974
oaii Diego/Imperial County:
7313 Carroll Road, Suite G
San Diego, CA 92121
Tel: 858.537.3999
Fax: 858.537.3990
1? Inland EmpliG;
14320 Elsworth Street, Ste. C101
Moreno Valley, CA 92553
Tel: 951.653.4999
Fax: 951.653.4666
FIELD REPORT
TYPE OF WORK
- NSPECTOR 0 TECHNICIAN
,, .y
AVAILABLE: SOIL REPORT (V) (N)
APPROVED PLANS .Lr(N)
SPECS.flN)
APPROVED SHOP DRAWING4(N)
ARCHITECT FOR WEEK ENDING PROJECT. NO.
/c /o/
ENGINEER REPORT NO. PG OF
CONTRACTOR . PLAN FILE NO. PERMIT NO.
SUB-CONTRACTOR - . PROJECT NAM -
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 MISS[NG-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 TEST REPORTS):
E 7/cP
CONTRACTORS EQUIPMENT/ MANPOWER USED:
Ce/ ôi)
AREA, GRID LINES, PIECES OBSERVED:
(M' 7L côp/
STRUCTURAL NOTES, DETAIL, OR RFIS USED:
REMARKS. INCLUDING MEEflIGS:
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:
WEATHER:
TEMPERATURE:
SAMPLES TAKEN:
TESTS REQUIRED:
SITE TIME START: 2'- -'-- 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 WITH THE SOIL INVESTIGATION RECOMMENDATIONS,
AND / OR THE A RD 0 PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT
Dale of Report ICBO Certification Number
-57
Print Name / City i County Certification Number '
Rev: 7/97
NINO
if MTGL
Corporate:
2992 E. La Palma Ave., Ste
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 Empic:
14320 Elsworth Street, Ste. C101
Moreno Valley, CA 92553
Tel: 951.653.4999
Fax: 951.653.4666
FIELD REPORT
TYPE OF WORK -INSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT)") SPECS 4rcN)
APPROVED PLANSTtNI APPROVED SHOP DRAWING (Y) (N)
ARCHITECT / ' FOR WEEK ENDING
-0 5
PROJECT. NO.
/ £b 4Q / ENGINEER REPORT NO. PG OF
CONTRACTOR PLAN FILE NO. PERMIT NO.
ç
SUB-CONTRACTOR
LL/ s-/ PROJECT NAME
P</' -i -
INSPECTION ADDRESS ' - ADDRESS DI 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 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 TEST REPORTS):
E7o/f
CONTRACTORS EQUIPMENT! MANPOWER USED:
AREA, GRID LINES, PIECES OBSERVED:
-
Aô
STRUCTURAL NOTES, DETAIL, OR RFIS USED:
REMARKS, INCLUDING MEETiNGS:
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:.
WEATHER:
-
.
TEMPERATURE: . .
SAMPLES TAKEN:
TESTS REQUIRED:
SITE TIME START: "'-'----- SITE TIME FINISH: -
-
LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: r
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 A VED . ' , SPECIFICATIONS AND APPLICA 127 OTHERWISEE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT /ff S
9 18 1 0. S V Date of Report ICBO Certification Number
Ji ___________________ 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
Inland Emp'.G:
14320 Elsworth Street, Ste. C101
Moreno Valley, CA 92553
Tel: 951.653.4999
Fax: 951.653.4666
FIELD REPORT
TYPE OF WORK. ..J'NSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT (V) (N)
APPROVED PLANSf (N)
SPECS •(N)
APPROVED SHOP DRAWING (Y) (N)
ARCHITECT ./ FOR WEEK ENDING
0 5 ,
PROJECT. NO.
1 /O(2 ,4'/ ENGINEER
&c'cx REPORT NO. PG OF
CONTRACTOR
c,
PLAN FILE NO. PERMIT NO.
C
SUB-CONTRACTOR . ./ PROJECT NAME
INSPECTION ADDRESS .:
/9.3o
ADDRESS OF PROJECT
REPORTING REQUIREMENTS': ICBO FIELD INSPECTION iA1NUAUMTGL 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 APREVIOUS 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):
CONTRACTORS EQUIPMENT/ MANPOWER USED:
AREA, GRID LINES, PIECES OBSERVED:
j
f
STRUCTURAL NOTES, DETAIL, OR RFIS USED
REMARKS. INCLUDING MEETINGS:
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:
WEATHER:
TEMPERATURE: .
SAMPLES TAKEN:
TESTS REQUIRED:
SITE TIME START: T7.' '- SITE TIME FINISH: .
_H II LUNCH PERIOD: TRAVEL TIME: VERIFIED BY:
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.A1RO,YEVPLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT
Dale of Report /' ICBO Certification Number
J. 5, VPrint Name " City I 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 Dego/ImperiaI County
7313 Carroll Road, Suite G
San Diego, CA 92121
Tel: 8581537.3999
Fax: 858.537.3990
1
Inland
14320 Elsworth Street, Ste. C101
Moreno Valley, CA 92553
Tel: 951.653.4999
Fax: 951.653.4666
FIELD REPORT
TYPE OF WORK ,iNSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT IY> (N)
APPROVED PLANS (kiN)
SPECS X(N)
APPROVED SHOP DRAWING (V) (N)
ARCHITECT FOR WEEK ENDING
9- /,'2 -- (7S
PROJECT. NO.
A 0/ ENGINEER REPORT NO. PG OF
CONTRACTOR - LQc7/ PLAN FILE NO. . PERMIT NO.
SUB-CONTRACTOR PROJECT NAME
. ,'-?/i' A INSPECTION ADDRESS
jy ,, /O -.'4/ c .-/s -
ADDRESS OF PROJECT
,, e II
REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAJJMTGL 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 TEST REPORTS):
CONTRACTOS EQUIPMENT/ MANPOWER USED:
' ,,/1
-. AREA. GRID LINES, PIECES OBSERVED: -
//_X") ,1441 S40/1? It-IV
- / iAJc 2) _Z-
STRUCTURAL NOTES, DETAIL, OR RFIS USED:
REMARKS. INCLUDING MEETINGS:
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:
WEATHER: SAMPLES TAKEN:
TEMPERATURE: TESTS REQUIRED:
SITE TIME START: SITE TIME FINISH:
LUNCH PERIOD: _ TRAVEL TIME: VERIFIED BY:
DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS,
AND I OR THE.yPR9'PLANS SPECIFICATIONSAND AP'PLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT
_A 9 /Ir<
cnttI Date of Report -- ICBO Certification Number
' -$' ST i/ Print Name / City / County Certification Numb
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
Inland EmpIIG.
14320 Elsworth Street, Ste. C101
Moreno Valley, CA 92553
Tel: 951.653.4999
Fax: 951.653.4666
HELD REPORT
TYPE OF WORK (INSPECTOR OTECHNICIAN AVAILABLE: SOIL REPORT (Y) (N)
APPROVED PLANS (Y) (N)
SPECS (Y) (N) -
APPROVED SHOP DRAWING (Y) (N) ARCHITECT
FOR WEEK ENDING PROJECT. NO. tcrD2, AO ENGINEER
REPORT NO. PG OF
CONTRACTOR
.
Lt PLAN FILE NO.
.
PERMIT NO.
(18 C) 5C r SUB-CONTRACTOR
L A\I.-I r i
PROJECT NAME
Lc INSPECTION ADDRESS
. ADDRESS OF PROJECT
AS, REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAUMTGL S
O
I
L
M
A
N
U
A
L
- 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 REPO
R
T
WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED
,
S
O
N
O
T
E
O
N
T
H
E
O
R
I
G
I
N
A
L
D
E
F
I
C
I
E
N
C
Y
R
E
P
O
R
T
A
N
D
SUBMIT A COPY WITH YOUR WEEK'S REPORTS.
MATERIALS USED -BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR
M
A
T
E
R
I
A
L
T
E
S
T
R
E
P
O
R
T
S
)
:
CONTRACTORS EQUIPMENT/ MANPOWER USED:
AREA, GRID LINES, PIECES OBSERVED:
STRUCTURAL NOTES. DETAIL. OR RFIS USED:
REMAn INCLUDING MEETINGS:
c-c -'-4 :rT:: L3\T cA$cm t 'IC'. A Nc. N. -- r r Q ViuS AT Rcc r co r wc&
N o \- 'O
REWORK AS PERCENT OF ALL WORK TODAY:
PERCENT PROJECT COMPLETION:
WEATHER:
TEMPERATURE:
SAMPLES TAKEN:
TESTS REQUIRED:
SITE TIME START.J.D- 3 SITE TIME FINISH:
LUNCH PERIOD: TRAVEL TIME VERIFIED
(DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED AB
O
V
E
A
N
D
T
H
A
T
T
H
I
S
W
O
R
K
C
O
M
P
L
I
E
S
W
I
T
H
T
H
E
S
O
I
L
I
N
V
f
S
T
I
G
A
T
I
O
N
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
,
AND I OR THE APPROVE ~~PECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OT
H
E
R
W
I
S
E
N
O
T
E
D
I
N
T
H
E
D
E
F
I
C
I
E
N
C
Y
R
E
P
O
R
T
Signature
. ( -... Dale of Report ICBO Certification Number
Print Name
, .: City/ County Certification Number
Corporate:
2992 E. La Palma Ave., Ste
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 Empi.
14320 Elsworth Street, Ste. Cl-01
Moreno Valley, CA 92553
Tel: 951.653.4999-
Fax: 951.653.4666
FIELD REPORT
TYPE OF WORK W.INSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) -
APPROVED PLANSN) APPROVED SHOP DRAWING (Y) (N) ARCHITECT
5 NM T \ I3c NL Lt
FOR WEEK ENDING .
.
PAWEd. NO.
ENGINEER . C- REPORT NO. PG OF
- CONTRACTOR
A. ccci PLAN FILE NO.
.
PERMIT NO.
C R perr7 g SUB-CONTRACTOR
L Ai .
PROJECT NAME
' Pim MR INSPECT! ADDRESS
Cwr Avc -C~L-sa&,n,_SA
ADDRESS OF PROJECT -
As
REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAJJMTGL 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, E
T
C
.
,
F
I
L
L
O
U
T
A
N
D
A
T
T
A
C
H
A
D
E
F
I
C
I
E
N
C
Y
R
E
P
O
R
T
WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DE
F
I
C
I
E
N
C
Y
R
E
P
O
R
T
A
N
D
SUBMIT A COPY WITH YOUR WEEK'S REPORTS.
MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORT
S
)
:
A3
CONTRACTORS EQUIPMENT/ MANPOWER USED:
AREA, GRID LINES, PIECES OBSERVED:
2c Lu.s A 1 N,L,]-.°
STRUCTURAL NOTES, DETAIL, OR AFIS USED:
I\PPRbVo RAs,
RE , INCLUDING MEETINGS:
-. QFcRAF.D Qc*kC, tAAc
.
LIM AT 2. N rLX 'ONAMr c
-
ma A Oct c vz
c
ALL \LU ZTh VLR ?x) . tS Acc
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:
WEATHER:
TEMPERATURE:
SAMPLES TAKEN:
TESTS REQUIRED:
SITE TIME START: AtA
LUNCH PERIOD:
SITE TIME FINISH: 1 2.._
TRAVEL TIME:
I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THI
S
W
O
R
K
C
O
M
P
L
I
E
S
W
I
T
H
T
H
E
S
O
I
L
I
N
V
E
S
T
I
G
A
T
I
O
N
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
,
AND/OR THE APPROVED PLANS, SPE IFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
I
N
T
H
E
D
E
F
I
C
I
E
N
C
Y
R
E
P
O
R
T
/ (_)!Lc o LTIII Signature Date of Report ICBO Certification Number
Print Name
City / County Certification Number
P MTG.L ;i7AL_
C) 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
TY F WORK SPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N)
APPROVED PLANS Y) (N) APPROVED SHOP DRAWING )Y) (N)
HITECI
1;.M~Bq - CWOE60 -
FOR WEEKENDING P~R .ECT NO
W~ /
ENGIR
- 5 REPORT NO. PG OF
IMR lot PLAN FILE NO.
IM0057DO AI SUTTQ;
QA ('M1 7 TtAME 12
-
A
' INSPECTION ADDRESS k OF T TbTh I NwaA TDI kub
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 RF1S, 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.
A 9 IS US BY ONTRACT LU E ES PORT OR MATE AL TEST REPORTS) - M& VC?ATI DO '
TOPEQWPMENTJMojWERUS )aS &tud 1'1 1?1t1-
CR1 LINES, PIECE OBSERV D: I
oi&jva6(/& 7UAkL9 A
4ST CTIJRAL NOTES, 0 IL, R'RFIS U El,:'
1/WtW't %2
(1.(1(ds. kt&wf,
nkiA aAwt. %1AMI, )7ço51j /9173 L5.2 //E
; /041? icii L -s
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:
WEATHER: (44tt't.1 c1.a.'V SAMPLES TAKEN: 2%!4
TEMPERATURE: TESTS REQUIRED:
zz
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
SECTION OF THE BUILDING CODE, UNLESS OTHERWISE I
Signature Date of Report
Print Nam
OIL INVESTIGATION RECOMMENDATIONS,
IN THE DEFICIENCY REPORT
6M001 ~~H
ICBO 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:
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
,,DE ,.OF WORK 1NSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS (V) IN
APPROVED PLANS (Y) (N) APPROVED SHOP DRAWING (Y) (N)
AeHITECT
r-'k Cmsl+r FOR WEEK ENDING I PROJECT. NO
ENGER REPORT NO. PG OF
COCTOR A .
C LC M ______________________
PLAN FILE NO. PER IT NO
SUB-C1ONTRACTOR iAcaA (ti C PR
/yCT NAME
INSPECTION ADDRESS L_- ADDRESS OF PROECI /q,'( / W't ?o L4/
REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUATJMTGi, 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.
A
MATERIALS USED BVCONTRACTOR
pt4[Is1
(INCLUDE RESEARCH R,PORT NO. OR MATERIAL TST REPORTS):
CONTRACTORS EOUIPMENT/ MANPOWER USED:
ARID I NES, PIECES OBSERVED-
QIARI
STRCTURAL NOTES, DETAIL. OR RFIS USED: /17provd c 1D/2h
E4ARKS, INL7JUD!NGMEEflNGS: /l V,/A,g ith t1?eI ct/,i 4t'v ,vr/,'d
di, /4 5p/f/ .pe ovdp/
ic/J-Dpi
/'
e7 V
r-'
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:
WEATHER: 44 $i#z..#14-/
TEMPERATURE:
SAMPLES TAKEN:
TESTS REQUIRED:
A
SITE TIME START: t'70 ,' SITE TIME FINISH: 3t37 1/JV//,
_..- •1
LUNCH PERIOD: TRAVEL TIME: VERIFIED
A
THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES
PRO P S, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERI
ig nature Data of Report
Print Name
E SOIL INVESTIGATION RECOMMENDATIONS,
ED IN THE DEFICIENCY REPORT
2oo7c çfy
ICBO Certification Number
City / County Certification Number
Rev: 7/97
(H
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
I
Inland Empire:
14320 Elsworth Street, Ste. C101
Moreno Valley, CA 92553
Tel: 951.653.4999
Fax: 951.653.4666
FIELD REPORT
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.
IAIS USED BY CONTRACTO INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS):
9fr1 Sco, 000pc, 04 I4ailsovLs
,.4eTRACTORS EQUIPMENT/ MANPOWER USED-
MOM -EMA JU Dt j,DJP
GRID )LIVES, PIECES OBSERVED:
?p -- -uuc Poita 1.717—
X ]M xi4/(,c 1 Qifp:k
-l/c -FlI -- x/D-if-4/I/E//_1 1o/L -ciM-
-
@ G/7
Ai/ IiA'i'in Joohnt16 1 '/t4 (d/Ufli,i pcLS.
UCTIJRAL NOTES, 0 TAIL, OR RFIS S
Appvciea wtN.,2kqh
2TIat ioti4tth f i'-s' a4& ci'ft, rvi, irt
avi& o*aoe. 2sds Lf Lvu1ttS C4videA kc -vcLd't tAst'(
IN -73C-i 5-9 " T-1,112- •In -,6,1? /—'/L
4 77 ) 5..4L7 -'7- /3L?IL/ 1-16
REWORK AS PERCENT OF ALL WORK TODAY' ' PECENT PROJECT COMPLETION:
WEATHER: EU.VIvlLf
TEMPERATURE: Paa ....._b
SAMPLES TAKEN: 2-5_74S 4
TESTS REQUIRED:
SITE TIME START: 0603 0 SITE TIME FINISH:
LUNCH PERIOD: ________________________ TRAVEL TIME: __________________________ VERIFIED ___________________________
c.
0 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS,
AN THE APP SECTION OF THE BUILDING CODE UNLESS OTHERWISE NOTED sPEcIFIcATIsAND APPLICABLE SEC
0 95 /
. IN THE DEFICIENCY REPORT /N
SIgnature Date of Report ICBO Certification Number
Print Name City / County Certification Number
Rev: 7/97
Corporate:' San Diego/Imperial County:
2992 E. La Palma Ave., Ste. A 7313 Carroll Road, Suite 9
Anaheim, CA 92806 San Diego, CA 92121
Tel: 714.632.2999 Tel: 858.537.3999
Fax: 714.632.2974 Fax: 858.537.3990
Inland Empire:'
6F 14320 Elsworth Street, Ste. Cl 01
Moreno Valley, CA 92553
Tel: 951.653.4999
Fax: 951.653.4666
FIELD REPORT
TYPE OF WORK JVQ INSPECTOR OTCHNICIAN
2e. oi...
AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N)
APPROVED PLANS (Y) (N) APPROVED SHOP DRAWING (Y) (N)
ARCHITECT
ir'(
FOR WEEK ENDING
Z 1U'O$ PROJECT. N
,J 1(f'r)f-C4 ENGINEER REPORT NO. PG 1 OF
CONTRACTOR
L
PLAN FILE NO. -
4114 PERMIT NO. C oSOO75) kg cic,o SUB-CONTRACTOR
4-1%.4 j A—S
PROJECT NAME
vv INSPECTION ADDRESS ADDRESS OF PROJECT
COLLE.0 CJQLS AbJ tfW4Q.
REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORKDAY, 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.
MATE IALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): ,4Si-vw 45 ii o, TWS A 6.rs ,
Au4Iz,i. z,o4-S: ASiiA5 't CONTRACTORS EQUIPMENT/ MANPOWER USED:
AREA, GRID LINES, PIECES OBSERVED:
iiii4. ,jtJ -rE-b I24L J84zvi 5; o.'/r. PjZ
&/f 4F 5. CJ
fo7 —/,ir1 ,toj P" t2' Ic. 4MtJkI2 i,€C/i-J /
STRECThIM.L FJ8O1AIL,OLBFI -N8BC,: -r'oJf. ,44
REMARKS. JNCLUOING MEETINGS: -)4t cJ $Z-4/ ,4. 4,ot' i.t C/y
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:
WEATHER: I 4#412.. SAMPLES TAKEN:
TEMPERATURE: 7 TESTS REQUIRED: -
SITE TIME START: 1 4:e Pr\ SITE TIME FINISH: '6W. 60 ---Pon
LUNCH PERIOD: ____________________ TRAVEL TIME: ' VERIFIED
I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIEH THE SOIL INVESTIGATION RECOMMENDATIONS.
AND / APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT
Signature Date of Report ICBO Certification Number
",/ /2,
___________ Print Name City / County Certification Number
Rev: 7/97
1
Corporate: San Diego/Imperial County: Inland Empi, Los Angeles/ventura County:
2992 E. La Palma Ave., Ste. A 7313 Carroll Road, Suite G 14320 Elsworth Street, Ste. C101 13010 San Fernando Rd., Unit 1
Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553 Sylmar, CA 91342
Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Tel: 818.833.8100
Fax: 714.632.2974 F,x 858.537.3990 Fax 951 653.4666 Fax: 818.833.0085
-4 L 5PE.cflO. FIELD REPORT
TYPE OF WORK INSPECTOR 0 TECHNICIAN
€a bp4ç7.',J
AVAILABLE: SOIL REPORT ('4') (N) SPECS (Y) (N)
APPROVED PLANS (Y) (N) APPROVED SHOP DRAWING (Y) (N)
ARCHITECT . 15n..%L C o FOR WEEK ENDING
_z_t_o1
PROJECT. NO.
D4L
ENGINEER
4 &tL. REPORT NO. PG ' OF
D -ZoøS (:i3"
CONTRACTOR
Lu c.t.D1 Cor- r 66 41 7 Z
PLAN FILE NO. PERMIT NO.0 la O'S CQ79
9 o5 C0e ) SUB-CONTRACTOR PROJECtAE
tôAd fota
INSPECTION ADDRESS ADDRESS OF PROJECT Col le I
CQLM) — T%V1 C-2_
REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALJMTGi. 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.
MAT8.4ALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS):
CONTRACTORS EQUIPMENT/ MANPOWER USED:
AREA, GRID LINES, PIECES OBSERVED:
. Cb)t14y0uc Fouub A'r,o.-) ( PZI o6'rL4-S'Foe- 4.
4 . c4&.-so ws Col tkwo-c-U.-I t4-
4L50 )S%410(t2C4 ,.'62--- QJ2_ SfQkti(t$.
S
S'b'b ls1 'zol f
L a eei r-c 9c- 0U2.4 - 2e-- C.26 - REMARKS. INCLUDING MEETINGS: I
sJ del Cof k4 4j
t,o 4\6L1 4 O'Z- 4 -t-i +I1ec
cc n-k CS±oçec1 •
'-- +- k ref-J tLI t
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: (2) ,8B— 2_3
WEATHER:
TEMPERATURE
SAMPLES TAKEN:
TESTS REQUIRED:
11 SITE TIME START: - SITE TIME FINISH: . . II
LUNCH PERIOD: TRAVEL TIME: -5 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,
ANDeR4Q,E APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT
/ 1(Q / ZS ________ Signature Date of Report ICBO Certification Number
Print Name City / County Certification Number
Rev: 7/97
Corporate: San Diego/Imperial County: Inland Emp(
2992 E. La Palma Ave., Ste. A 7313 Carroll Road, Suite G 14320 Elsworth Street, Ste. C1 01
Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553
Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999
Fax: 714.632.2974 F 858.537.3990 Fax: 951.653.466 L 3Pcic.
FI ELD REPORT
Los AngelesNentura County:
13010 San Fernando Rd., Unit 1
Sylmar, CA 91342
Tel: 818.833.8100
Fax: 818.833.0085
TYPE OF WORK INSPECTOR 0 TECHNICIAN
1:g4 '"-4',
AVAILABLE: SOIL REPORT )Y) (N) SPECS (Y) (N)
APPROVED PLANS (Y) (N) APPROVED SHOP DRAWING )Y) (N)
ARCHITECT
d5 ,L Cd
FOR WEEK ENDING
—Zt —o"5'
PROJECT. NO.
Dt4(
ENGINEER REPORT NO. PG ' OF
CONTRACTOR ?'r L Ll 5-A 9-01 (.o,r- 497 2.f
PLAN FILE NO. _r PERMIT NO.0 05
0090 )
SUB-CONTRACTOR , PROJEC ME
?etrg
INSPECTION ADDRESS ADDRESS OF PROJECT Coll eq gl4D.
L) 4. T-o:t2-1 c.-1--
REPORTING REQUIREMENTS: ECBO FIELD INSPECTION MANUAIJMTGi. 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.
MA IALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS):
fP% f4U.Ot?_ .3 6go
CONTRACTORS EQUIPMENT/ MANPOWER USED:
AREA, GRID LINES, PIECES OBSERVED:
FOIJ PJbA'NG 1(,-S ( ?re-,I.x %oo rt11,S 'Foe- 4
p C6pJTh4 uouj 'rj.'t.. ' €A.iL.., 42 r-vZ.-'r-x — ?l A4i
t', ii.i • pa..ojtc 4 ,k tc.4e'~ 8 '4-i Col ..
41SOf p.cc4-ef +I 4r cJoz.c I'Q.2. cku15.
S ULIUkAL rwt BA4...2PrI irr, ,&1I +tk sb-b C-Ie1 0p c Ioo.e Sol f?
S 4.. a V
REMARKS, INLUDINO MEETiNGS:
B.. i C-. VA c i r4 r )pc
t'o 4b\ 4, OQ-. 4 -f- (ç+d?HebC
4 C2oçeo _.
L)aat g4J i.i I' c Co- 2t( #v111oJ?:
REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION& C2)bgS _13
WEATHER:
TEMPERATURE:
SAMPLES TAKEN:
TESTS REQUIRED:
SITE TIME START: 4'ø 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,
AND E APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT
_______ i iz*s
Signature Date of Report ICBO Certification Number
Prinf Name City / County Certification Number
Rev: 7/97
bi
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 CI01, 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.: 5-14655
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 8/18/2005 6X 12 28.27 55,570 1,970 Cone& Split
28 9/8/2005 6X12 28.27 81,120 2,870 Shear
28 9/8/2005 6X 12 28.27 81,750 2,890 Cone
A
Specified Strength: 3,000 PSI Sampled By: JEFF WINTER
Location: BUILDING C PERIMETER POUR STRIP-EAST WALL
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3039
Ticket No.: 846272
Water added at Site: 10.00 gal. By DRIVER
Cement Type: 11/V Mix Time: 45 mm.
Remarks:
Distribution: LANLKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
LUSARDI CONSTRUCTION COMPANY
**LAB COPY**
Date Sampled: 8/11/2005 Date Received: 8/16/2005
Concrete Temp: 73 OF
Ambient Temp: 75 OF
Slump: 4.00 .in.
Tested at: San Diego
Respectfully Submitted,
MTGL, Inc.
cL4 c
Eduardo Dizon, R.C.E.
2880 PSI
28-day compression test does not comply 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 Cl 01, 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.: 5-14293
Age .
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch) .
Load
(lbs.)
Strength
(psi)
Type of
Fracture
3 7/15/2005 6X12 28.27 98,020 .3,470 Cone &Split
7 7/19/2005 6X 12 28.27 95,430 3,380 Cone & Split
7 7/19/2005 6X 12 28.27 96,420 3,410 Cone& Split
28 8/9/2005 6X12 28.27
A
Specified Strength: 4,000 PSI Sampled By: JESSE RANDOLPH
Location: PANEL S5
Concrete Supplier: HANSON AGGREGATES
Mix No.: 4033000
Ticket No.: 832505
Water added at Site: 10.00 gal. By LUSARDI
Cement Type: IIJV Mix Time: 56 mm.
Remarks:
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
LUSARDI CONSTRUCTION COMPANY
**LAB COPY**
Date Sampled: 7/12/2005 Date Received: 7/13/2005
Concrete Temp: 90 OF
Ambient Temp: 82 OF
Slump: 4.50 in.
Tested at: San Diego
Respectfully Submitted,
MTGL, Inc.
Eduardo Dizon, R.C.E.
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: SUMMIT BUILDERS
A
Set No.: 5-13972
File No.:
Permit No.:
Project No.: 8900A01
Project Name: ANTHROPOLOGY SHELL REMODEL
1911 CALLE BARCELONA
CARLSBAD, CA
A
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 6/17/2005 6X12 28:27 101,130 3,580 Cone &Split
28 7/8/2005 6 X 12 28.27
28 7/8/2005 6 X 12 28.27
28H 7/8/2005 1 6X12 • 28.27
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT GRID LINE 6/B - 6/13
Concrete Supplier: VULCAN MATERIALS COMPANY
Mix No.: 303005
Ticket No.: 127140
Water added at Site: gal. By
Cement Type: Il/V Mix Time: 59 mm.
Remarks
Distribution: THOMAS ENTERPRISES
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Date Sampled: 6/10/2005 Date Received: 6/14/2005
Concrete Temp: 76 OF
Ambient Temp: 64 OF
Slump: 4.00 in.
Tested at: San Diego
Respectfully Submitted,
MTGL, Inc.
QAt
Eduardo Dizon, R.C.E.
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 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.: 5-13932
File No.:
Permit No.:
Project No.: 1002A01
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 6/15/2005 6 X 12 28.27 66,730 2,360 Shear-
28 7/6/2005 6 X 12 28.27
28 7/6/2005 6X12 28.27
28H 7/6/2005 6X12 28.27
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: Il/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.
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
Eduardo Dizon, R.C.E.
Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806
Tel: (714) 632-2999 Fax: (714) 632-2974
Branch: 7313 Carroll Road, Suite 0, 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 PO[NTE
COLLEGE BLVD & ASTON AVE
CARLSBAD, CA
Client: LANIKAI MANAGEMENT CORP.
A 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 6 X 12 28.27 48,360 1,710 Cone
28 7/6/2005 6X12 28.27
28 7/6/2005 6X12 28.27
28H 7/6/2005 6X 12 28.27
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:
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
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
Eduardo Dizon, R.C.E.
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 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: LANIKAT 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 6X 12 28.27 72,620 2,570 Cone & Split
28 7/5/2005 6X12 . 28.27
28 7/5/2005 6X 12 28.27
28H 7/5/2005 6X12 .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: IIJV Mix Time: 54 mm.
Remarks:
Date Sampled: 6/7/2005 Date Received: 6/8/2005
Concrete Temp: 74 °F
Ambient Temp: 67 °F
Slump: 4.75 in.
Tested at: San Diego
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
Eduardo Dizon, R.C.E.
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 CI01, 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 6X 12 "28.27 45,570 1,610 Cone
28 7/5/2005 6X12 28.27
28 7/5/2005 6X 12 28.27
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 1.51D.5
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 814304
Water added at Site: gal. By
Cement Type: lily Mix Time: 20 mm.
Remarks:
Distribution: LAI'fflCki MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT
**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.
cL4 c
Eduardo Dizon, R.C.E.
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) 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: LANJKAI MANAGEMENT CORP
A A
Set No.: 5-13709
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/31/2005 6X 12 28.27 57,010 2,020 Cone
28 6/21/2005 6X12 28.27
28 6/21/2005 6X12 28.27
28H 6/21/2005 6X12 28.27
Specified Strength:. 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT X ! - B/I
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 807681
Water added at Site: 5.00 gal. By LUSARDI
Cement Type: lI/V Mix Time: 42 mm.
Remarks:
Date Sampled: 5/24/2005 Date Received: 5/25/2005
Concrete Temp: 80 OF
Ambient Temp: 68 OF
Slump:. 4.50 in.
Tested at: San Diego
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
Eduardo Dizon, R.C.E.
Respectfully Submitted,
MTGL, Inc.
Eduardo Dizon, R.C.E.
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 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.: 5-13708
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/31/2005 6 X 12 28.27 81,800 2,890 Shear
28 6/21/2005 6 X 12 28.27 76,270 2,700 Cone & Split
28 6/21/2005 6 X 12 28.27 80,010 2,830 - Cone & Split
56 7/19/2005 6X12 28.27
A
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT 3/G - 3/17
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 807485
Water added at Site: 5.00 gal. By LUSARDI
Cement Type: Il/V Mix Time: 42 mm.
Remarks:
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Date Sampled: 5/24/2005 Date Received: 5/25/2005
Concrete Temp: 80 OF
Ambient Temp: 63 OF
Slump: 4.75. in.
Tested at: San Diego
2760 PSI
28-day compression test does not comply with the specified strength.
Respectfully Submitted,
MTGL, Inc.
Eduardo Dijon, R.C.E.
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) 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.: 5-13709
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/31/2005 6 X 12 28.27 57,010 2,020 Cone
28 6/21/2005 6X12 28.27 74,160 2,620 Cone
28 6/21/2005 6'X 12 28.27 75,570 2,670 Cone
56 7/19/2005 6X12 28.27
A
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT Xl/ - B/I
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 807681
Water added at Site: 5.00 gal. By LUSARDI
Cement Type: TI/V Mix Time: 42 mm.
Remarks:
Distribution: LANIKAT MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Date Sampled: 5/24/2005 Date Received: 5/25/2005
Concrete Temp: 80 °F
Ambient Temp: 68 °F
Slump: 4.50 in.
Tested at: San Diego
2640 PSI
28-day compression test does not comply with the specified strength.
Respectfully Submitted,
MTGL, Inc.
Eduardo Dizon, R.C.E.
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.: 5-13708
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs)
Strength
(psi) .
Type of
Fracture
7 5/31/2005 6 X 12 28.27 81,800 2,890 Shear
28 6/21/2005 6X 12 ' 28.27 76,270 2,700 Cone &Split
28 6/21/2005 6 X 12 28.27 1 80,010 1 2,830 Cone & Split
56 7/19/2005 6 X 12 28.27 89,570 3,170 Cone & Split
A
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT 3/G - 3/F
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 807485 -
Water added at Site: 5.00 gal. By LUSARDI
Cement Type: Il/V . Mix Time: 42 mm.
Remarks:
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.'
LUSARDI CONSTRUCTION 'COMPANY
**LAB COPY**
Date Sampled: 5/24/2005 Date Received: 5/25/2005
Concrete Temp: 80 oF
Ambient Temp: 63 °F
Slump: 4.75 in.'
Tested at: San Diego
2760 PSI
28-day compression test does not comply 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.: 5-13708
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/31/2005 6 X 12 28.27 81,800 2,890 Shear
28 6/21/2005 6X 12 28.27
28 6/21/2005 6X 12 28.27
28H 6/21/2005 6X 12 28.27
A
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT 3/G - 3/F
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 807485
Water added at Site: 5.00 gal. By LUSARDI
Cement Type: I11V Mix Time: 42 mm.
Remarks:
Date Sampled: 5/24/2005 Date Received: 5/25/2005
Concrete Temp: 80 OF
Ambient Temp: 63 OF
Slump: 4.75 in.
Tested at: San Diego
Distribution: LAJ"4IKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
QAt
Eduardo Dizon, R.C.E.
Corporate: 1 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) 6534666
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.: 5-13709
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/31/2005 6 X 12 28.27 57,010 2,020 Cone
28 6/21/2005 6X12 28.27 74,160 2,620 Cone
28 6/21/2005 6 X 12 28.27 75,570 2,670 Cone
56 7/19/2005 6X 12 28.27 93,760 3,320 Cone & Split
A
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT XI/ - B/I
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 807681
Water added at Site: 5.00 gal. By LUSARDI
Cement Type: Il/V Mix Time: 42 mm.
Remarks:
Date Sampled: 5/24/2005 Date Received: 5/25/2005
Concrete Temp: 80 °F
- Ambient Temp: 68 °F
Slump: 4.50 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.
2640 PSI
28-day compression test does not comply 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: (90,9) 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.: I002A0I
Project Name: PALOMAR POINTE
COLLEGE BLVD &ASTON AVE
CARLSBAD, CA
Client: LANIKAI MANAGEMENT CORP.
A
Set No.: 5-13703
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/30/2005 6 X 12 28.27 83,390 2,950 Cone & Split
28 6/20/2005 6 X 12 28.27
28 6/20/2005 6X12 28.27
28H 6/20/2005 6X12 28.27
A
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: GRADE BEAM AT XI /I - B/I
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 806750
Water added at Site: gal. By
Cement Type: Il/V Mix Time: 70 mm.
Remarks:
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Date Sampled: 5/23/2005 Date Received: 5/24/2005
Concrete Temp: 75 OF
Ambient Temp: 66 OF
Slump: 4.25 in.
Tested at: San Diego
Respectfully Submitted,
MTGL, Inc.
c
Eduardo Dizon, R.C.E.
Respectfully Submitted,
MTGL, Inc.
Eduardo Dizon, R.C.E.
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) 6534666
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.: 5-13703
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/30/2005 6X 12 28.27 83,390 2,950 Cone & Split
28 6/20/2005 6X 12 28.27 114,410 4,050 Cone & Split
28 6/20/2005 6 X 12 28.27 102,980 3,640 Cone & Split
28H 6/20/2005 6X12 28.27
A
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: GRADE BEAM AT XI /I - B/I
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 806750
Water added at Site: gal. By
Cement Type: IIJV Mix Time: 70 mm.
Remarks:
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY•
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Date Sampled: 5/23/2005 Date Received: 5/24/2005
Concrete Temp: 75 OF
Ambient Temp: 66 OF
Slump: 4.25 in.
Tested at: San Diego
3840 PSI
28-day compression test complies with the specified strength.
Respectfully Submitted,
MTGL, Inc.
Eduardo Dixon, R.C.E.
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 CI01, 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 FARADKtAVENUE
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.: 5-13690
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/27/2005 6 X 12 28.27 46,130 1,630 Shear
28 6/17/2005 6X 12 28.27 74,370 2,630 Cone & Split
28 1 6/17/2005 1 6X 12 1 28.27 72,690 2,570 1 Cone & Split
56 1 7/15/2005 1 6X12 1 28.27
A
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT GRID LINE A19 - A16
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 806402
Water added at Site: gal.. By
Cement Type: Mix Time: mm.
Remarks:
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Date Sampled: 5/20/2005 Date Received: 5/23/2005
Concrete Temp: 82 OF
Ambient Temp: 77 OF
Slump: 4.50 in.
Tested at: San Diego
2600 PSI
28-day compression test does not comply 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 Cl0l, Moreno Valley, CA 92553
Tel: (909) 6534999 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.: I002A0l
Project Name: PALOMAR POINTE
COLLEGE BLVD & ASTON AVE
CARLSBAD, CA
Client: LANIKAI MANAGEMENT CORP.
A
Set No.: 5-13689
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/27/2005 6 X 12 28.27 56,630 2,000 Shear
28 6/17/2005 6 X 12 28.27 82,220 2,910 Cone & Split
28 6/17/2005 6X 12 1 28.27 80,270 2,840 Shear
56 7/15/2005 6X 12 28.27
A
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT
**LAB COPY**
Date Sampled: 5/20/2005 Date Received: 5/23/2005
Concrete Temp: 81 °F
Ambient Temp: 73
Slump: 5.00 in..
Tested at: Sari Diego
Respectfully Submitted,
MTGL, Inc.
I.
QAt
Eduardo Dizon, R.C.E.
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT GRID LINE 9/H - 9/L
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 806252
Water added at Site: gal. By
Cement Type: Mix Time: mm.
Remarks:
2880 PSI
28-day compression test does not comply 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 CI01, 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.: 5-13690
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.) .
Strength
(psi)
Type of
Fracture
7 5/27/2005 6X 12 28.27 46,130 1,630 Shear
28 6/17/2005 6 X 12 28.27 74,370 2,630 Cone & Split
28 6/17/2005 6 X 12 28.27 72,690 2,570 . Cone & Split
56 7/15/2005 6X 12 28.27 87,850 3,110 Cone & Split
A
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT GRID LINE A/9 - A16
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 806402
Water added at Site: gal. By
Cement Type: Mix Time: mm.
Remarks
Date Sampled: 5/20/2005 Date Received: 5/23/2005
Concrete Temp: 82 OF
Ambient Temp: 77 OF
Slump: 4.50 in.
Tested at: San Diego
ri
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
LUSARDI CONSTRUCTION COMPANY
*.*LAB COPY**
Respectfully Submitted,
MTGL, Inc.
Eduardo Dixon, R.C.E.
2600 PSI
28-day compression test does not comply 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 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 A
Set No.: 5-13690
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/27/2005 6 X 12 28.27 46,130 1,630 Shear
28 6/17/2005 6X12 28.27
28 6/17/2005 6X12 .28.27 ___
28H 6/17/2005 6X 12 28.27
___
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH Date Sampled: 5/20/2005 Date Received: 5/23/2005
Location: FOOTING AT GRID LINE A19 - A16
Concrete Supplier: 1-LANSON AGGREGATES Concrete Temp: 82 OF
Mix No.: 3033500 Ambient Temp: 77 OF
Ticket No.: 806402
Water added at Site: gal. By Slump: 4.50 in.
Cement Type: Mix Time: mm. Tested at: San Diego
Remarks: -
Respectfully Submitted,
Distribution: LAJ'4IKAI MANAGEMENT CORP. - - MTGL, Inc.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT. -
**LAB COPY**
QAt
-
Eduardo Dizon, R.C.E.
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 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.: 5-13689
Age
(Days)
Date
Tested
Nominal
Size
Actual Area
(Sq. Inch)
Load
(lbs.)
Strength
(psi)
Type of
Fracture
7 5/27/2005 6 X 12 28.27 56,630 2,000 Shear
28 6/17/2005 6X12 28.27
28 6/17/2005 6X12 28.27
28H 6/17/2005 6X12 28.27
A
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT GRID LINE 9/H - 9/L
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 806252
Water added at Site: gal. By
Cement Type: Mix Time: mm.
Remarks
Date Sampled: 5/20/2005 Date Received: 5/23/2005
Concrete Temp: 81 OF
Ambient Temp: 73 OF
Slump: 5.00 in.
Tested at: San Diego
Distribution: LANIKAL MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
**LAB COPY**
Respectfully Submitted,
MTGL, Inc.
QAt
Eduardo Dizon, R.C.E.
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 CI01, 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
Client: LAN IKAl MANAGEMENT CORP.
A
Set No.: 5-13689
File No.:
Permit No.:
Project No.: 1002A01
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 5/27/2005 6 X 12 28.27 56,630 2,000 Shear
28 6/17/2005 6 X 12 28.27 82,220 2,910 Cone & Split
28 6/17/2005 6 X 12 28.27 80,270 2,840 Shear
56 7/15/2005 1 6 X 12 28.27 96,090 3,400. Cone
Specified Strength: 3,000 PSI Sampled By: JESSE RANDOLPH
Location: FOOTING AT GRID LINE 9/H- 9/L
Concrete Supplier: HANSON AGGREGATES
Mix No.: 3033500
Ticket No.: 806252
Water added at Site: gal By
Cement Type: Mix Time: mm.
Remarks:
Distribution: LANIKAI MANAGEMENT CORP.
LUSARDI CONSTRUCTION COMPANY
CITY OF CARLSBAD-BLDG INSPECTION DEPT.
LUSARDI CONSTRUCTION COMPANY
**LAB COPY**
Date Sampled: 5/20/2005 Date Received: 5/23/2005
Concrete Temp: 81 OF
Ambient Temp: 73 OF
Slump: 5.00 in.
Tested at: San Diego
Respectfully Submitted,
MTGL, Inc.
Eduardo Dixon, R.C.E.
2880-PSI
28-day compression test does not comply with the specified strength.
Nov-10-2005 08:32prn From-GSSI ENGINEERS 619-687-3814 1-987 P.009/010 F-250
Proiect -
PALOMAR POINTE
CARL SBAD, CALIFORNIA
CONSTRTJCTION OBSERVATION REPORT
October 7, 2005
Met with:
Pat Timmons, Project Manager with Lu.sardi Construction
The site visit was to observe the framing in progress The structural work for buildings.
A, B and C has been completed and the erection of the metal stud exterior wall framing
was in progress on building A The moment frame connections and welding appear to
have been completed. The overall quality of the construction appeared to be very good
and in conformance with the plans and specifications Structural observation as required
by the contract documents and CBC Section 1702 for the moment frame welding was
performed.
Please note that our observations are based on occasional. visits to the site. These
should not be construed as the result of complete inspection services. The
superintendent should assure that the work fully complies with the plans and
specifications As always, we would be pleased to provide any clarifications when
so requested.
Bill Schell, S.E.
OSSI Engineers
Nov-10-2005 08:33pni From-GSSI ENGINEERS 619-687-3814 T-987 P.010/010 F-250
Project: -:
PALOMARPOINTE
CARLSBAD, CALIFORNIA
CONSTRUCTION OBSERVATION REPORT
August 29,2005
Met with.-
Pat Timmons, Project Manager with Lusardi Construction
The site visit was to observe the framing in progress. The fo'tindation work has been
completed and the erection of the steel framing was in progress. Several of the moment
frame connections appear to have been completed. The overall quality of the construction
appeared to be very good and in conformance with the plans and specifications. Structural
observation as required by the contract documents and CBC Section 1702 for the moment
frame welding was performed
Please note that our observations are based on occasional visits to the site. These -
should not be construed as the rãult of complete inspection services. The
superintendent should assure that the work fully àomplies with the plans and
specifications. As always, we would be pleased to provide any clarifications when
so requested: - - -
/
Bill Schell, S.E. -,
GSSI Engineers . . .
..
\ 4av710-2005 08 29pm Frani-GSSI ENGINEERS 619-687-3814 1-987 P001/010 F-250
V GSSI Facsimile
Structural Engineers Fax: (619) 687-3814
Date: November 10, 2005
Attn: Craig Liorwat Tel: 1-858-793-4777
Company Smith Consulting Architects Fax 1-858-793-4787
Project: Palomar Pointe
Project Number :4107A
From Bill Schell, S E bschell®gssi-se corn
Comments:
- Craig,
COR with metal stud details, and previous CORs for your file
Bill V
V
Number of copies including this cover: & c2
2445 Fifth Avenue Surte 300 San Diego California 92101. Tel (62.9) 687-3810 Fax. (619) 687-381-4
Nov-10-2005 08:29pm From-OSSI ENGINEERS . 619-687-3814 1-987 P.002/010 F250
Protect:--
PALOMAR POINTE
CARLSBAD, CALIFORNIA
CONSTRUCTION OBSERVATION REPORT
October. 28, 2005.
Met with: . .
Pat Timmons, Project Manager with Lusardi Construction
The site visit was to observe the framingiñ progress. The structural work for buildings
A, B, and C has been completed with the exception of the exterior wall framing. The
details for the exterior wall framing, including the front lobby wall, were reviewed at the
site and appeared acceptable. Enclosed are stamped details reflecting the as-built
condition to supplement the construction documents. The overall quality of the
construction appeared to be -very good and in conformance with the plans and
specifications. Structural observation as re quired by the contract documents and CBC
Section 1,702 forthe moment frame welding was also completed.
Please note that our observations are based on occasional visits to the site. These
should not be construed as the result of complete inspection services. The
superintendent should assure that the work fully complies with the plans and
specifications. As always, we would be pleased to provide any clarifications when
so requested. :
Bill Schell, S.E. . ..
GSSI Engineers . .
Nov-10-2005 08:29prn From-GSSI ENGINEERS 619-687-3814 1-987 P.003/010 F-250
IAIIS Nkihef %
O GSSI PROJT______r_(L P _ *..- Ossi NC).__________
Structural Engineers GR B. Schell DATE
4-1
_____________
-4i / ', - ---H- LIL' iJ
._...1_.Tr: •l•'• itfI .. . ...
I
J.
I - I 1 t1J T1.. T1T:7::. T
. H*...
.±...... .
TJ:{
1Ir
IlIL
I I I ii
1
ii II I i
I) 1 I II
Nov-10-2005 08:29pm From-GSSI ENGINEERS 619-687-3814 1-987 P004/010 F-250
OGSSI PROJECFfD& P-_- i _Vt A -. OSSIN0.£fr1f
Structural Engineers B. Schell DAI1______________
. '
---:.........' HH - .....
i.
'. .. ...
- . ........... . ... . . . - ...._. - - .
:1 : . •. 1 I I :
H
- rrFr:J
IJ Li4
10
177.
- -L L ILI L L4:
iIU Ill ; tr
I
*371
2 '
r
I
Te H LkL '1 1 t±1
-' H 1 ti r l 1 ' [I
- - 4
I -I rj1 I1t1I1-1 II
II-
ii
¶
I ' I
I
I
Nov-10-2005 08:30pni From-GSSI ENGINEERS 619-687-3814 T-987 P.005/010 F-250
O GSSI PROW ?A._A-fl-r"ci _A c3SSI ND, _________
Structural Engineers roii B.Schell -
DATB___________
I : ""'!
•_{l___;
H
7t:.f: I1;*4i
•;Y
J.
.
1 r1 fi r-44 i_i._. .1 •• r
....;•• f.Li ..
.......... ._ .{L.J....;.
I LJ 't iJL'1L I
I f c- '--.-,---- •--J-U__ I
rf
HH
Nov-10-2005 08:30pm From-GSSI ENGINEERS 619-687-3814 1-987 P.006/010 F-250 SET_i\"9
Or GSS1 PROJECT (7P'cOkm & go .,J OSSI NC).L(.
Structural Engineers ENGR.. B. Schell - DATE_____________
L1..
ji Hti! _1
-
'.j\ "
'
HT TFt.:.: L
.
: HL1 H
-H---4-
j.
..I
. I
A cj ' II ' -HH I
I I I
Ic4r 1 1 I
"r TT T -I . - •—r------- - .:...iI
III -F I, - I liii 'I
r -
:1 . I
Nov-10-2005 08:31pm From-GSSI ENGINEERS 619-687-3814 T-987 P.007/010 F-250
II f OP GSSI - A OSSINO._________
Structural Engineers ENGR.B. Schell DATE______________
1 _1 L (t jDA-
FF
-Ht .. .. ........ .....I..........
L' L
rr I 1
fPsi HtTr
qfiA 4 Y L 1 L 4L L4
171
II f III ................... L.y... ...I....-.
'....
...
t
L r
i
1 II I 1'
II I II I 1 ii II II I
Ii
1!
619-687-3814 T-987
PROJECT pA -A__._
ENGR. B.Schefl
No-10-2005 08:32pm From-GSSI ENGINEERS
GSSI
Structural Engineers
P.008/010 F-250
SHIFF — I —
OSSINC,..
DA1____________