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HomeMy WebLinkAbout2018 PALOMAR AIRPORT RD; ; CB070728; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-09-2015 Commercial/Industrial Permit Permit No: CB070728 Building Inspection Request Line (760) 602-2725 Job Address: 2018 PALOMAR AIRPORT RD CBAD Permit Type: COMMIND Sub Type INDUST Parcel No: 7602216000 Lot #: 0 Valuation: $330,41500 Construction Type VN Occupancy Group Reference # Project Title MAGELLAN AVIATION BLDG.I' 7382 SF HANGAR,965 SF OFFICE Status: ISSUED Applied: 02/27/2007 Entered By: KG Plan Approved: 06/26/2007 Issue Ins Area PD Plan Applicant: Owner: ANDERSON HOWARD COUNTY OF SAN DIEGO/PALOMAR AIRPORT 2194 CARMEL VALLEY RD DEL MAR CA 92014 PUBLIC AGENCY 00000 858-755-5009 Building Permit $1258.04 Meter Size Add'I Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $817.73 Meter Fee $000 AddI Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $69.39 PFF (3105540) $6,013.55 Park Fee $3,338.80 PFF (4305540) $5,55097 LFM Fee $0.00 License Tax (3104193) $000 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $163.80 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $151.20 Renewal Fee $000 PLUMBING TOTAL $84.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $110.00 Other Building Fee $0.00 MECHANICAL TOTAL $50.50 Pot Water Con Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $781 22 Addi Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Recl Water Con Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee ?? HMP Fee $0.00 Fire Expedidted Plan Review ?? Green Bldg Standards Plan Chk 22 TOTAL PERMIT FEES $18,389.20 Total Fees. $18,389.20 Total Payments To Date: $18,389.20 Balance Due: $0.00 II FINAL APP VAL Inspector: Date: t1 I Clearance: ak~ 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 sower 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 oreviouslv been given p NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise expired. Inspection List Permit#: CB070728 Type: COMMIND INDUST Date Inspection Item Inspector - Act 03/01/2011 400 Routine Inspection GR FC 03/05/2009 19 Final Structural TP PA 01/14/2009 89 Final Combo TP CO 10/07/2008 14 Frame/Steel/Bolting/Weldin TP AP 10/07/2008 34 Rough Electric TP AP 10/07/2008 44 Rough/Ducts/Dampers TP AP 09/29/2008 84 Rough Combo TP CO 09/03/2008 17 Interior Lath/Drywall TP AP 08/22/2008 14 Frame/Steel/Bolting/Weldin TP AP 08/22/2008 24 Rough/Topout TP AP 08/22/2008 34 Rough Electric TP AP 08/21/2008 14 Frame/Steel/Bolting/Weldin TP AP 08/21/2008 24 Rough/Topout TP AP 08/21/2008 34 Rough Electric TP AP 08/21/2008 44 Rough/Ducts/Dampers TP WC 08/19/2008 14 Frame/Steel/Bolting/Weldin TP CO 08/19/2008 34 Rough Electric TP CO 08/07/2008 31 Underground/Conduit-Winn TP AP 08/01/2008 31 Underground/Conduit-Wirin MC 1 PA 07/11/2008 14 Frame/Steel/Bolting/Weldin TP CO 02/11/2008 31 Underground/Conduit-Winn TP AP 02/08/2008 31 Underground/Conduit-Winn TP NR 01/31/2008 12 Steel/Bond Beam RB AP 01/31/2008 13 Shear Panels/HD's RB WC 12/28/2007 12 Steel/Bond Beam TP AP 12/24/2007 11 Ftg/Foundation/Piers PY ; AP 12/21/2007 11 Ftg/Foundation/Piers RB CA 10/05/2007 21 Underground/Under Floor TP AP 10/05/2007 22 Sewer/Water Service TP AP 09/27/2007 21 Underground/Under Floor TP NS 09/26/2007 22 Sewer/Water Service TP AP 09/17/2007 21 Underground/Under Floor TP AP 09/17/2007 22 Sewer/Water Service TP AP 09/17/2007 22 Sewer/Water Service TP AP MAGELLAN AVIATION BLDG.I 7382 SF HANGAR,965 SF OFFICE Comments PLACE KEYS IN KNOX BOX PENDING SPEC INSP REPORTS t-clng clng lites ducts, hps SEE CARD PILOT SUPPLY, HANGER 38 PILOT SUPPLY PILOT SUPPLY PILOT SUPPLY PILOT SUPPLY SEE JOB CARD (1)4, (1) 1 IN CONDUIT FRONT OF HANGERS 5-2" CONDUITS @ PILOT SUPPLY CONTRACTOR TO PROCEED @ OWN RISK 1 HR WALL SPEC. 40 FT SECT FROM ADMIN BLDG TOWARD BLDG I ALL 21 PANELS OK TO POUR TWO STOPS MADE OFFICE @ NORTH END BY NICK NO INSP THIS PERMIT WATER LINE TIE-IN TO MAIN SEWER MAIN TO BLDG SEWER ,AOM TP BLDG Tuesday, March 03, 2015 Page 1 of 1 Inspection List Permit#: CB070728 Type: COMMIND INDUST Date Inspection Item - 03/01/2011 400 Routine Inspection 03/05/2009 19 Final Structural 01/14/2009 89 Final Combo 10/07/2008 14 Frame/Steel/Bolting/Weldin 10/07/2008 34 Rough Electric 10/07/2008 44 Rough/Ducts/Dampers 09/29/2008 84 Rough Combo 09/03/2008 17 Interior Lath/Drywall 08/22/2008 14 Frame/Steel/Bolting/Weldin 08/22/2008 24 Rough/Topout 08/22/2008 34 Rough Electric 08/21/2008 14 Frame/Steel/Bolting/Weldin 08/21/2008 24 Rough/Topout 08/21/2008 34 Rough Electric 08/21/2008 44 Rough/Ducts/Dampers 08/19/2008 14 Frame/Steel/Bolting/Weldin 08/19/2008 34 Rough Electric 08/07/2008 31 Underground/Conduit-Wirin 08/01/2008 31 Underground/Conduit-Wirin MC PA 07/11/2008 14 Frame/Steel/Bolting/Weldin TP CO 02/11/2008 31 Underground/Conduit-Wirin TP AP 02/08/2008 31 Underground/Conduit-Wirin TP NR 01/31/2008 12 Steel/Bond Beam RB AP 01/31/200813 Shear Panels/HD's RB WC 12/28/2007 12 Steel/Bond Beam TP AP 12/24/2007 11 Ftg/Foundation/Piers PY AP 12/21/2007 11 Ftg/Foundation/Piers RB CA 10/05/2007 21 Underground/Under Floor TP AP 10/05/2007 22 Sewer/Water Service TP AP 09/27/2007 21 Underground/Under Floor TP NS 09/26/2007 22 Sewer/Water Service TP AP 09/17/2007 21 Underground/Under Floor TP AP 09/17/2007 22 Sewer/Water Service TP AP 09/17/2007 22 Sewer/Water Service TP AP Inspector Act GR FC TP PA TP CO TP AP TP AP TP AP TP CO TP AP TP AP TP AP TP AP TP AP TP AP TP AP TP WC TP CO TP CO TP AP MAGELLAN AVIATION BLDG.I' 7382 SF HANGAR,965 SF OFFICE Comments PLACE KEYS IN KNOX BOX PENDING SPEC. INSP REPORTS t-clng clng lites ducts, hps SEE CARD PILOT SUPPLY, HANGER 38 PILOT SUPPLY PILOT SUPPLY PILOT SUPPLY PILOT SUPPLY SEE JOB CARD (1)4, (1) 1 IN CONDUIT FRONT OF HANGERS 5-2' CONDUITS @ PILOT SUPPLY CONTRACTOR TO PROCEED @ OWN RISK 1 HR WALL SPEC. 40 FT SECT FROM ADMIN BLDG TOWARD BLDG I ALL 21 PANELS OK TO POUR TWO STOPS MADE OFFICE @ NORTH END BY NICK NO INSP THIS PERMIT WATER LINE TIE-IN TO MAIN SEWER MAIN TO BLDG SEWER ,AOM TP BLDG Tuesday, February 07, 2012 Page 1 of 1 ] City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: PC070019 Date: 01/13/2009 Permit #: CB070728 Permit Type: COMMIND Project Name: MAGELLAN AVIATION BLDG.I Sub Type: INDUST 7382 SF HANGAR,965 SF OFFICE Address: 2018 PALOMAR AIRPORT RD Lot: 0 Contact Person: JIM Phone: 7608024111 Sewer Dist: CA Water Dist: CA Inspected ' Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected Approved: Disapproved: Inspected Date By: Inspected: Approved ______ Disapproved: Comments: -1 City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: PC070019 Date: 01/13/2009 Permit #: CB070728 Permit Type: COMMIND Project Name: MAGELLAN AVIATION BLDG.'I Sub Type: INDUST 7382 SF HANGAR,965 SF OFFICE Address: 2018 PALOMAR AIRPORT RD Lot: 0 Contact Person: JIM Phone: 7608024111 Sewer Dist: CA Water Dist: CA Inspected ,..-, Date // ) By: ,'&L)rcJ&. Inspected: / Approved"______ Disapproved Inspected Date By: Inspected: Approved: _______ Disapproved. Inspected Date By: Inspected: Approved. ______ Disapproved: Comts: La spe /~&e.- re /,iedL City of Carlsbad - Final Building Inspection JAN 132009 tv Dept: Building Engineering Planning CMWD St Lite Fiè'. •'.•...:.ç Plan Check #: PC070019 Date: 01/13/2009 Permit #: CB070728 Permit Type: COMMI ND Project Name: MAGELLAN AVIATION BLDG.'I Sub Type: INDUST 7382 SF HANGAR,965 SF OFFICE Address: 2018 PALOMAR AIRPORT RD Lot: 0 Contact Person: JIM Phone: 7608024111 Sewer Dist: CA Water Diet: CA Date Inspected Inspected: (1bo Approved: t 'pproved: Inspected Date By: Inspected: Approved: _______ Disapproved: Inspected Date By: Inspected. Approved: Disapproved: Comments: Special Inspector's Final Report Project Name: 'Z'/ ,44177/ 4W Permit Number: 06 07072 ' Project Address: #LcM4 Ayo.t4fCityInsP. Name:_______________ Special Inspector's Certification of Compliance TO THE BUILDING OFFICIAL: I hereby certify that the following portions of the work at the above address which required continuous inspection, and which I was employed to inspect, were inspected by me and comply with the provisions of the Building Code applicable thereto and were based upon approved plans, specifications, and the applicable workmanship provisions of the California Building Code. TYPE OF INSPECTION: J Slump/cylinders 10 Rebar Placement El Tendon Placement Welding/Structural Steel UO Concrete Placement 0 Shot Crete Zl High-Strength Bolts 0 Precast/Post Tensioned Concrete 0 Masonry 0 Spray-Applied/Fire Proofing 0 Nondestructive Testing (NDT) 0 Other 0 Off site Fabricator (if any): Description and location of work completed: I had sufficient time to inspect all materials used and placed. I was not employed by the contractor, subc ac r or material vendor. Signed: Date:? 0? Print Name: City of Carlsbad Bldg Inspection Request For. 02/25/2009 Permit# CB070728 Inspector Assignment: TP Title: MAGELLAN AVIATION 1BLDG.1 Description: 7382 SF HANGAR,965 SF OFFICE Type: COMMIND Sub Type: INDUST Phone: 7608024111 Job Address: 2018 PALOMAR AIRPORT RD Suite: Lot: 0 Location: Inspector: OWNER COUNTY OF SAN DIEGOIPALOMAR AIRPORT Owner: Remarks: A M PLEASE - OK TO OCCUPY Total Time: Requested By: JIM Entered By CHRISTINE CD Description Act Comments 19 Final Structural 7Z OL-p?7 m'L1 ..QO I2ot-rA7 £Z. 29 Final Plumbing Af9fr.lA ~-,e,i,a..._ 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# PC070019 PCR08002 ISSUED MAGELLAN-BLDG E REVISION TO; CONSTRUCTION TYPE PCR08005 ISSUED MAGELLAN AVIATION BLDGS E&I, ELECTRICAL REVISIONS PCR08077 ISSUED MAGELLAN BLDG I-ADD ELEC RM, INSIDE OFFICE Inspection History Date Description Act Insp Comments 01/14/2009 89 Final Combo CO TP 10/07/2008 14 Frame/Steel/Bolting/Welding AP TP t-clng 10/07/2008 34 Rough Electric AP TP clng lites 10/07/2008 44 Rough/Ducts/Dampers AP TP ducts, hps 09/29/2008 84 Rough Combo CO TP SEE CARD 09/03/2008 17 Interior Lath/Drywall AP TP PILOT SUPPLY, HANGER 38 08/22/2008 14 Frame/Steel/Bolting/Welding AP TP PILOT SUPPLY 08/22/2008 24 Rough/Topout AP TP 08/22/2008 34 Rough Electric AP TP 08/21/2008 14 Frame/Steel/Bolting/Welding AP TP PILOT SUPPLY 08/21/2008 24 Rough/Topout AP TP FA, 0— !r City of Carlsbad Bldg Inspection Request For 02/25/2009 0. Permit# CB070728 08/21/2008 34 Rough Electric 08/21/2008 44 Rough/Ducts/Dampers 08/19/2008 14 Frame/Steel/Bolting/Welding 08/19/2008 34 Rough Electric 08/07/2008 31 Underground/Conduit-Wiring 08/01/2008 31 Underground/Conduit-Wiring 07/11/2008 14 Frame/Steel/Bolting/Welding 02/11/2008 31 Underground/Conduit-Wiring 02/08/2008 31 Underground/Conduit-Wiring 01/31/2008 12 Steel/Bond Beam 01/31/2008 13 Shear Panels/HD's 12/28/2007 12 Steel/Bond Beam 12/24/2007 11 Ftg/Foundation/Piers 12/21/2007 11 Ftg/Foundation/Piers 10/05/2007 21 Underground/Under Floor 10/05/2007 22 Sewer/Water Service 09/27/2007 21 Underground/Under Floor 09/26/2007 22 Sewer/Water Service 09/17/2007 21 Underground/Under Floor 09/17/2007 22 Sewer/Water Service 09/17/2007 22 Sewer/Water Service Inspector Assignment: TP AP TP WC TP CO TP SEE JOB CARD CO TP AP TP (1)4, (1) 1 IN CONDUIT FRONT OF HANGERS PA MC 5-2" CONDUITS @ PILOT SUPPLY CONTRACTOR TO PROCEED @ OWN RISK CO TP 1 HR WALL SPEC. AP TP 40 FT SECT FROM ADMIN BLDG TOWARD BLDG I NR TP AP RB ALL 21 PANELS OK TO POUR WC RB AP TP TWO STOPS MADE AP PY OFFICE @ NORTH END CA RB BY NICK AP TP AP TP NS TP NO INSP THIS PERMIT AP TP WATER LINE TIE-IN TO MAIN AP TP SEWER MAIN TO BLDG AP TP AP TP SEWER ,AOM TP BLDG Special Inspector's Final Report Project Name: ,ZL*W '4'4177A' 4Z2/ Permit Number: C, A 02(97,Z ' Project Address: /1-c'M'i9i %yOt4CItY Insp. Name:________________ Special Inspector's Certification of Compliance TO THE BUILDING OFFICIAL: I hereby certify that the following portions of the work at the above address which required continuous inspection, and which I was employed to inspect, were inspected by me and comply with the provisions of the Building Code applicable thereto and were based upon approved plans, specifications, and the applicable workmanship provisions of the California Building Code. TYPE OF INSPECTION: 1 Slump/cylinders 0 Rebar Placement 0 Tendon Placement Welding/Structural Steel II Concrete Placement 0 Shot Crete High-Strength Bolts 0 Precast/Post Tensioned Concrete 0 Masonry 0 Spray-Applied/Fire Proofing 0 Nondestructive Testing (NDT) 0 Other 0 Off site Fabricator (if any): Description and location of work completed: I had sufficient time to inspect all materials used and placed. I was not employed by the contractor, subc ac r or material vendor. Signed: _ Date: ?- °? Print Name: E CONST CO PAGE 02 01/31/2008 11:31 19516817599 AL SHANKL . CITY 0.: Aze's COUNTY OF DEPARTMENT OF PGBL1C WORKS BUILDING AND SAFETY-DIVISION SPECIAL INSPECTOR'S REPORT DAILY Q WEKLY FINAL JOB-ADDRESS /)i9??t4tf /V/,17cn1 14I / -. Root oorn 00,< 4~eft-f- A~ GENERAL CONTRACTOR— £ TYPE OF WORK REINFORCED CONCRETE §6 MASONRY 0 HI-TENSILE BOLTING PRESTRSSED CONCRETE 0 WELDING 0 -. EPDXY 0 DESCRIPTION OF WORK INSPECTION 'XI/1P 42 'ç /L7er ''— Lz),9 79I4 ødi L4q 11L9*$ 1eI )t. p 'l#' To the best f mY knpedge, work inspected was In accordance with the tIding depip ant, approved stamped design drawings, and complies with spacifiafions and applicable workmanship prov U.B and . City/County codes. • . CHARLES E. 'CORKY' MASON, JR. - . .. • P.O. Box 16.96 . • • • hino1 California 91710 J 1/2 a . • • Phne No..(90) 391-2676 . Date (7 71/ •l .• : • • • L.A. County Na, 0388 12/13/2007 08:18 19516817599 AL SHANKLE CONST CO PAGE 03 Schmit Engineering Structural Design To: MW Construction Co., Inc. 615 N. Citracado Parkway Escondido, Ca. 92029 Date: December 10, 2007 Reg: Magellan Aviation Hangar I Embed Plates This letter is in regards to the above referenced project. The following clarification is for the embed plates for the pre-cast tilt-up panels. There should be three embed plates at each 10' wide panel, one in the middle and one each end of the panel located 12 to 18" from the ends. 11 you should have any questions regarding this letter, or need any further clarification, please do not hesitate to call me. Sincerely. John J. Schmit R.C.E. #35417 VIkOFES ' No. 35417 7 OpcALØ ' 1965 Rohn Road, Escondido, CA 92025 (760) 743-0592 I* is. 3 3/ Ma { Doc-12. 2001 10:59AM SCHMIT ENGINEERING No.9709 P. 5 3VP )9t2.w nODlT?ejjJ#t.- fl1Oi J 5H - /35 m,s?-cEw.s ,V/47 T7cJ — 3,Ldc "Z Mrn COLTS QO. c'i'i 70 O1 2 P4Lom44 4trS S (GEOCON lo INCORPR TED FIELD MEMO MEMO.-ZtO. PROJECT NAME f.'- V CORRESPONDING PROJECT NO. ( FIELD REPORT NO. SUBJECT r-' !' A. -, ,t' ç .y, , t' 2. ,. 44'." _t•. 8..': r '. ft A.J - .. / - . .... ' • ..i . -• • - . rr - / /fl ' •- . ,. .,,., ,,, / , p , . ç;.,'. •..j DISTRIBUTION YES NO ' SUPERINTENDENT (CLIENT) FOREMAN (CONTRACTOR) GEOCON REPRESENTATIVE .'. . - JOB TRAILER OTHER DATE 108 / IX-IXIX / RSS 6960 FLANDERS DRIVE - SAN DIEGO, CALIFORNIA 92121-2974 0 PHONE (858) 558-6900 - FAX (858) 558-6159 Structural Inspections .4 Special Inspection Company" 440 Tilling Way, El Cajon, CA 92020 Telephone (619) 749-4912, Fax (619) 749-5693, Cell (619) 770-9559, Pager (619)907-3511 Inspection Report Project Name MAGELLAN AVIATION BUILDING I Project Address 2018 PALOMAR AIRPORT RD Architect Engineer Contractor M W CONSTRUCTION Page 1f1 Permit# CB 070728 File # OSA # Other Report # 01 INSPECTION - -MATEfflAL.SAMPLING QTY } MATERIAL DESCRIPTION INSPECTION CHECKLIST D Stiuctural Steel F. H.S ,tr H S Boils Plans/Specs Masonry Prisms fl Colic PSI Clearaii.es Conciete D Mortar/Grout Grout Psi Positions o Fireproofing conc Cylinders Mortar PSI Sizes O Other 0 Fireproof Steel 3/4" AT 0 Laps Other EPDXY EJ Other 0 Elect /Wire Consolidation Other Other Fireproof Torque Ft Lbs O Other Other Other HILTI HIT Other HY 150 O Other Other - Other 7" EMB = 0 Other PERFORMED SPECIAL INSPECTION ON THE INSTALLATION OF 3/4" ALL THREAD EPDXY COLUMN ANCHOR BOLTS AT CENTER COLUMNS, INTO FOUNDATION. VERIFIED BOLT TYPES, SIZES, HOLE SIZES, DEPTH, LOCATION, CLEANLINESS AND EPDXY TYPE PRIOR TO INSTALLATION CERTIFICATION OF COMPLIANCE All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers thJeGations of the work inspected and does not constitute opinion or project control. Inspector MARIO BATTAGLIA Cert' City of SD #350 : ,;) ' 3/5/08 Sighature Date Insp Date - Day 1' 3/5/08 ' ' Day 2 -. Day 3 -- -- Day 4 Day 5' Time Start' - 1 00 . . . Tite Stop 230 Copies of repoil subniiiied to Structural Inspections.i A Special Inspection Company' U 440 Tilling Way, El Cajon, CA 92020 Telephone (619)749-4912, Fax (619)749-5693, Cell. (619)770-9559, Pager (619)907-b91-11 ULLi;LL Inspection Report Project Name MAGELLAN AVIATION BUILDING I Project Address. 2006 PALOMAR AIRPORT RD. Architect. Engineer: - Contractor. M.W.CONSTRUCTION Page loll Perniit# CB 070728 File #: DSA # Other: Report # 02 INSPECTION' . MATERIAL SAMPLING QTY MATERIAL. DESCRIPTION .. 'INSPECTION CHECKLIST Structural Steel 0 H.S Bolts I H.S Bolts A325 3/4, 1/2" Plans/Specs 0 Masonry 0 Prisms 0 Conc. PSI Clearances o Concrete 0 Mortar/Grout 0 Grout PSI Positions o Fireproofing 0 Colic Cylinders 0 Mortar PSI Sizes j Other FIELD 0 Fireproof 0 Steel D Laps Other 0 Other: 0 Elect/Wire Consolidation o Other: 0 Other: 0 Fireproof Torque Ft.Lbs o Other. 0 Other. 0 Other. 0 Other: E) Other I 0 Other 0 Other: 0 Other. PERFORMED SPECIAL INSPECTION ON THE FASTENING OF ASTM A325 3/4", 1/2" HIGH STRENGTH BOLTED CONNECTIONS OF THE HANGER FRAMING. PERFORMED TORQUE TESTING OF EACH CONNECTION WITHOUT FAILURE. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the'ork inspected and does not constitute opinion or project control / Inspector MARIO BATTAGLIA Cert: City of SD #350 / ( ." i . 6/16/08 Signature Date Date ...>' 1. 16/08 Day2 .. ..............Day Time Start 700 Time Stop . 11.00 Copies of report submitted to Y John RBucjay INCORPORATED Client: Charles E. Mason, Jr. Lab No.: 8088-1-2-H P.O. Box 1696 File No.: P-4883 Chino, California 91710 COMPRESSION TEST REPORT Project Name: Magellan Aviation - 2006 Palomar Airport Road, Carlsbad, California Location in Structure: Building I Office Slab-On-Grade Sampled By: Client Report Date: 02/06/08 Material: SAMPLING INFORMATION IXI Concrete 0 Grout 0 Mortar 0 Other Art.12l Snc Slump, ASTM C143 (inches): . 5 5 Percent Air, ASTM C231 (%) NA NA Unit Weight, ASTM C138 (pcf): NA NA Air Temperature (°F): I NA I NA Mix Temperature, ASTM C1064 (°F): I NA I NA No. of Samples Made: 3 Set #: 2ABC Time Sampled: NA Mix Number: 3030067 Req'd. Strength, 28 days (psi): 3,000 Concrete Supplier: Palomar Transit Load #: NA Ticket #: NA Specimens were tested in accordance with ASTM C39 IYES 0 N TESTING INFORMATION Sample Identification No.: 1 2 Date Sampled: 12/26/07 12/26/07 Date Received: 01/11/08 01/11/08 Age (Days): 19 19 Date Tested: 01/14/08 01/14/08 Diameter (in.): 6.00 6.00 Cross Sect. Area (in .2): 28.27 28.27 Maximum Load (lbs.): 93,000 91,000 Compressive Strength (psi): 3,290 3,220 Fracture Type: Well-formed cone one one end Columnar Vertical Cracking REMARKS: THE 19-DAY TESTS EXCEED INDICATED DESIGN STRENGTH. THE 28-DAY TEST WILL BE PERFORMED UPON REQUEST. Copies: (1) Client (1) Al Shankle Construction, Co. (1) The Magellan Group, Inc. GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington, CA 92316-2907 ,Bloomington (909) 877-1324 Riverside (909) 783-1910 Fax (909) 877-5210 John R. INCORPORATED Client: Charles E. Mason, Jr. Lab No.: 8089-1-2-H P.O. Box 1696 File No.: P4883 Chino, California 91710 COMPRESSION TEST REPORT Project Name Magellan Aviation - 2006 Palomar Airport Road, Carlsbad, California Location in Structure: Building I Hanger Slab Sampled By: Client Report Date: 02/06/08 Material: SAMPLING INFORMATION IJ Concrete 0 Grout 0 Mortar 0 Other Actual Spec Slump, ASTM C143 (inches): 5 5 Percent Air, ASTM C231 (%): NA NA Unit Weight, ASTM C138 (pcf): NA NA Air Temperature (°F): NA NA Mix Temperature, ASTM C1064 (SF): NA NA TESTING INFORMATION Sample Identification No.: 1 2 Date Sampled: 12/29/07 12/29/07 Date Received: 01/11/08 01/11/08 Age (Days): 16 16 Date Tested: 01/14/08 01/14/08 Diameter (in.): 6.00 6.00 Cross Sect. Area (in .2): 28.27 28.27 Maximum Load (lbs.): 98,000 92,000 Compressive Strength (psi): 3,470 3,250 Fracture Type: Columnar Vertical Cracking Side fractures at top or bottom REMARKS: THE 16-DAY TESTS EXCEED INDICATED DESIGN STRENGTH. THE 28-DAY TEST WILL BE PERFORMED UPON REQUEST. Copies: (1) Client (1) Al Shankle Construction Co. (1) The Magellan Group, Inc. GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington, CA 92316-2907 Bloomington (909) 877-1324 Riverside (909) 783-1910 Fax (909) 877-5210 No. of Samples Made: Set #: 3ABC Time Sampled: NA Mix Number: 3030067 - Req'd. Strength, 28 days (psi): 3,000 Concrete Supplier: Palomar Transit - Load #: NA Ticket #: NA Specimens were tested in accordance with ASTM C39 IVES ONO CTYOFz4i çOuNT'OF_4.'/ 14 DEPARTMENT OF PUBIC WORKS BUILDING AND SAFETY-DIVISION SPECtAL INSPECTOR'S REPORT DAILY WEEKLY 19 FINAL 11 JOB ADDRESS _ 7c f1m) X O27( P,#M ENERAL CONTRACTOR TYPE OF WORK REINFORCED CONCRE T E A MASONRY 0 HI. TENSILE BOLTING PRESTRESSED CONCRETE 0 WELDING 0 . EPDXY 0 DESCRIPTION OF WORK INSPECTION fce P'r - - jeleW 4- 4 - •- /' '' - tie -f72'#VJAM _9'I? p1me i _ F, nf4h/- a * - V 'j7 /1'W - T , / - - ''' •P' d I 77 J1 - - - - . To the best óf my knowledge, work Inspected was In accordance with- the buildi g prt It, approved stamped design drawings, and compiles with speclfiatioets and appUcaIe wor k m a n s h i p p r v i s I Od7ounty codes. .. . . • . CHARLES E. 'CORKY' MASON, JR. . . . • P.O.. Box 1696 hino,CaIifornIa 91710 / / / • . . Phone No. (909) 39172676. Date_ /71, __ °7_, . . • • . L.A. County No 036. ••' CflYOF'454-D COUNTY OF5 DEPARTMENT OF PUBLIC WORKS BUILDING AND SAFETY .DIVISION SPECIAL INSPECTOR'S REPORT DAILY WEEKLY 10 FINAL JOB'ADDRESS Jo6 'M- a6( - GENERAL CONTRACTOR Q(- 5fr/4-R'e 7'77 -flP-i TYPE OF WORK: REINFORCED CONCRETE MASONRY 0 HI-TENSILE BOLTING PRESTRESSED CONCRETE 0 WELDING 0 . EPDXY 0 DESCRIPTION OF WORK INSPECTION Yc/L"57_Mi i7/?c / 4• _ 44_yp/W4_•f'i _771 '& ~0(,a /M/-~ k-3:179 a*j9a I - -30V 0 7%,62e 7i A Or dh) 4 i4 L471* - (2 k'/t 77cm — Ji - •' Li4.ui frd To the best of my knowledge, work inspected was in accordan c e w i t h t h e b u l f i r i g d e p a r t i e r i t , a p p r o v e d s t a m p e d d e s i g n drawins, and complies with speciflatiors and a p p l i c a b l e w o r k m a n s h i p p r p v i 9 I ' t J . B . a n d C i t y / C o u n t y c o d e s . Date_____________ '—! 7IidJ CHARLES E. CORKYMASONI JR. P.O, Box 1696 • Chino, California 91710 Phone No. (909) 391-2676 . L.A. COunty Na. 0386 • • CITYOE _tSL4-I COUNTY OF 4) DEPARTMENT OF P6BLIC WORKS . BUILDING AND SAFETY -DIVISION SPECIAL INSPECTOR'S REPORT DAILY WEEKLY FINAL 0 JO8ADDRSS 1?I9 Wc'4t1 /V/47oi( Z40V; Qej 'oo o?4La"i-< eI GENERAL CONTRACTOR 4- TYPE OF WORK: REINFORCED CONCRETE MASONRY 0 Ill-TENSILE BOLTING0 PRESTRESSED CONCRETE 0 WELDING 0 . EPDXY 0 DESCRIPTION OF WORK INSPECTION '4'I 4IQ r le '- - 7) (- (/ '' ' i P 4Th4I(A___ , (• " -o_- - L c ' ' 8i • ?' 4g/Aa ) j/'2. 4it& cM cAy . • To the best of my knowledge, work Inspected was In accordance With -the Iding dep ent, approved stamped design drawings, and complies with specif1aUons and applicable workmanship prQv City/County codes. . . . CHARLES E. 'CORKY' MASON, JR. P.O.. Box 1696 , . . ,ino, California 91710 Phone No. (909) 391-2676 Date ////_'O -2f/V • L.A. County No.. 0386 WEEKLY cfv - 4I A0094/ A06 CITY OF4'LS-J couNTyoF Qf4;l DEPARTMENT OF PUBLIC WORKS BUILDING AND SAFETY-DIVISION SPECIAL INSPECTOR'S REPORT DAILY 0 JOB ADDRESS ê v GENERAL CONTRACTOR - 5-t TYPE OF WORK: REINFORCED CONCRETE 13 MASONRY 0 HI-TENSILE BOLTING PRESTRESSED CONCErE 0 WELDING JO EPDXY 0 DESCRIPTION OF WORK INSPECTION çvP 9 c' _* 7P/xo /k' .o To the best of my knowledge, work inspected was In accordance with the bull ng de artment, approved stamped design drawings, and complies with specifications and applicable workmanship P codes. .• . • • • CHARLES E. 'CORKY' MASON, JR. P.O. Box 1696 0hino1 California 91710 Ph6neNo.(909)391-2676 . • Date 3/11 • . . L.A. County No.. 0385 — INVOICE Copy (I John R.. I tC 0 R P 0 R A T E D CONCRETE COMPRESSION TEST REPORT 01/08/08 CLIENT: CHARLES E. MASON, JR. LAB NO.: 7781-1-2-3 P.O. BOX 1696 FILE NO.: P-4883 CHINO, CALIFORNIA 91710 PROJECT: MAGELLAN AVIATION - 2006 PALOMAR AIRPORT ROAD, CARLSBAD, CALIFORNIA LOCATION IN STRUCTURE: SLAB/FOOTING AT BUILDING E DATE SAMPLED: 11/19/07 SLUMP-INCHES: 5 (MAX. ALLOWABLE) SAMPLED AND MADE BY: CLIENT (ASTMC 172. ASTM C31) SLUMP-INCHES: 5 (ACTUAL) (ASTM C 143) IDENTIFICATION MARK: 1-ABC CONCRETE TEMP.: NA DATE SAMPLES RECEIVED: 11/26/07 (ASTM 1064) NO. OF SAMPLES MADE: 3 MATERIAL MIX NO.: 3030067 DESIGN PSI © 28 DAYS: 3,000 TRUCK TICKET NO.: 255937 AIR CONTENT: NA LOAD NO.: NA SAMPLE I.D. NO. AGE (DAYS) DIA. (IN.) AREA (SQ. IN.) COMPRESSIVE STRENGTH (ASTM C 39) LOAD (LBS.) (P.S.I.) TYPE OF FRACTURE 1 14 6.00 28.27 81,000 2,870 SIDE FRACTURES AT TOP OR BOTTOM 2 28 6.00 28.27 102,000 3,610 SIDE FRACTURES AT TOP OR BOTTOM 3 28 6.00 28.27 107,000 3,780 SIDE FRACTURES AT TOP OR BOTTOM REMARKS: THE COMPRESSIVE STRENGTH EXCEEDS INDICATED DESIGN STRENGTH. COPIES TO: (1) CLIENT (1) AL SHANKLE CONSTRUCTION CO. GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington, CA 92316-2907 Bloomington (909) 877-1324 Riverside (909) 783-1910 Fax(909)877-5210 L:a:A:L!:Lf •Ia'il.l John R I N C 0 A P 0 R A I E D Client: Charles E. Mason, Jr. P.O. Box 1696 China, California 91710 Lab No.: 8088-1-2-H File No.: P.4883 COMPRESSION TEST REPORT Project Name: Magellan Aviation - 2006 Palomar Airport Road, Carlsbad, California Location in Structure: Building I Office Slab-On-Grade Sampled By: Client Report Date: 02/06/08 Material: SAMPLING INFORMATION lZl Concrete 0 Grout 0 Mortar 0 Other ActuaI Sn Slump, ASTM C143 (inches): 5 5 Percent Air, ASTM C231 (%): NA NA Unit Weight, ASTM C138 (pcf): NA NA Air Temperature (OF): I NA NA Mix Temperature, ASTM C1064 (°F): I NA NA No. of Samples Made Set #: 2ABC Time Sampled: NA Mix Number: 3030067 Req'd. Strength, 28 days (psi): 3,000 Concrete Supplier: Palomar Transit Load #: NA Ticket #: NA Specimens were tested in accordance with ASTM C39 IEJYES ONO TESTING INFORMATION Sample Identification No.: 1 2 Date Sampled: 12/26/07 12/26/07 Date Received: 01/11/08 01/11/08 Age (Days): 19 19 Date Tested: 01/14/08 01/14/08 Diameter (in.): 6.00 6.00 Cross Sect. Area (in .2): 28.27 28.27 Maximum Load (lbs.): 93,000 91,000 Compressive Strength (psi): 3,290 3,220 Fracture Type: Well-formed cone one one end Columnar Vertical Cracking REMARKS: THE 19-DAY TESTS EXCEED INDICATED DESIGN STRENGTH. THE 28-DAY TEST WILL BE PERFORMED UPON REQUEST. Copies: (1) Client (1) Al Shankle Construction, Co. (1) The Magellan Group, Inc. GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington, CA 92316-2907 Bloomington (909) 877-1324 Riverside (909) 783-1910 Fax (909) 877-5210 ii crixw DAVID A VALLEJO STRUCTURAL WELDING SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed wntten examination. Expiration date: Novembe , 2010 J No 5322988-52 Not valid unless signed certificate holder.I /CC cez*fication attests to competent knowledge of codes and standarda ___ THE CITY OF SAN DIEGO DEVELOPMENT SERVICES DEPARTMENT DIVISION OF BUILDING & SAFETY, INSPECTION SERVICES Tel (858) 492-5070 Fax (858) 492-5098 SPECIAL INSPECTOR ID CARD Name: David A. Vallejo Certificate No.: 980 __ I -- signature f2(7J Expiration: December 31,2010 SEE REVERSE SIDE FOR TYPE(S) OF WORK AUTHORIZED FOR SPECIAL INSPECTION. DAVID A VALLEJO COMCUUNCIV STRUCTURAL STEEL & BOLTING SPECIAL INSPECTOR The individual named hereon is CERTIFIED In the category shown, having been so certified pursuant to successful completion of the prescribed written examination Expiration date: Nove 71Not No. 5322988-5I valid unless signedjry certificate holder. /CC certification attests to competent knowledge of codes and standarda 0 American Welding Society 0 Certifies That WELDING INSPECTOR David A Vallejo Has complied with the requironlenic ot AWS QCI. Standard tor AWS Certification ol Welding inspectom. wuh___ without _..._ eve correction, . color blind 05041501 Pim Cca Number April 1 2011 AWS Cciiifl,ation Chair hapiraiin Date C80 -7 070-,?- 2-C) ( e I a", '~> (- CITYOF'/ COUNTYOF_iI DEPARTMENT OFPUBLIC WORKS BUILDING AND SAFETY-DIVISION SPECIAL INSPECTOR'S REPORT DAILY Q WEEKLY FINAL Cl JOBADDRESS,9,E (c GENERAL CONTRACTOR A (/c - TYPE OF WORK REINFORCED CON CRETEM MASONRY 0 HI-TENSILE BOLTING° PRESTRESSED CONCRETE 0 WELDING 0 . EPDXY 0 DESCRIPTION OF WORK INSPECTION - -- 7,PI /, d* /h; — ftvzd p dy — N7 /' -o) M - Th the best f my kno4edge, work Inspected 'as in accordance with the bulldi g part nt, approved stamped design drawings, and compiles with specifiqalions and appflcable workman s h i p p r 2 l dtyounty codes. CHARLES E. 'CORKY' MASON, JR. P.O. Box 1696 • . . hino, Celilomia 91710 Date (,z/ /2/o1 2575 cITY OF COUNTY OF _ DEPARTMENT OF P69L1C WORKS BUILDING AND SAFETY DIVISION SPECIAL INSPECTOR'S REPORT DAILY WEEKLY FINAL 13 JOB ADDRESS M'I9I 4-t( L70( - -- ?ooC ( GENERAL CONTRACTOR TYPE OF WORK REINFORCED CONCRETE MASONRY 0 I-fl-TENSILE BOLTING° PRESTRESSED GONCET 0 WELDING 0 . EPDXY 0 DESCRIPTION OF WORK WSP12CTION ° iin 17— fill: /2 fz' I 7-9 ai4(2 ziJ 2Zk - cL,,-) i-7 4c fr6 12 .4 et 2 &?71/'5 '/~7'4 vdev To the best of my knowledge, work inspected was in accordance iti.te lding depq ant, approved stamped des.", drawing's, and complies with specifications and applicable work m a n s h i p p r o v dCityICounty codes. CHARLES a 'CORKY MASON, JR. . P.O.. Box 1696 . . Ohino, California q.1710 Cat . .. .. CITYOF______________ COUNTY OF fl2y ,9pe DEPARTMENT OF PUBLIC WORKS BUILDING AND SAFETY DIVISION SPECIAL INSPECTOR'S REPORT - DAILY 13 WEEKLY I FINAL JOBADDRESS __ -- i,~171 46 GENERAL CONTRACTOR TYPE OF WORK: REINFORCED CONCRETE MASONRY 0 HI-TENSILE BOLTING PRESTRESSED CONCRETE Q WELDINGO EPDXY 0 DESCRIPTION OF WORK INSPECTION &'P 3 ? 9A'/r - If pPdcc - 13 T To the best of my knowledge, work inspected Aras in occordance w11hthe bulllFdeartment, approved stamped design drawugs, and complies with specifications and applicable workmanship provisi citylcpqnty codes. T-,e 4' 7f . . CHARLES E. 'CORKY MASON, JR. . • P.O. Box 1696 China, California 91710 Date •,• Phàne No.. (909) 391-2576 CITY OF______________ COUNTY OF_ DEPARTMENT OF PUBLIC WORKS BUILDING AND SAFETY-DIVISION SPECIAL INSPECTOR'S REPORT DAILY 0 WEEKLY EZ FINAL JOADOFESS //ni W4Pz/ rn,x' iitn f 11 GENERAL CONTRACTOR/)C- 5fr/4'RE 4vy,zr7-r. 6 - TYPE OF WORK: REINFORCED CONC R E T E MASONRY 0 Hi-TENSILE BOLTiNG0 PRESTRESSED CONCRETE 0 WELDING 0 EPDXY 0 DESCRIPTION OF WORK INSPECTION ,,Vc'2 '-'T # 2k - r 'e'i,76dt i#" .3• To the best of my knovAedge, work inspected was in accordance vAth the building depart1ent, approved stamped desi g n d wings, and complies with specifications and app l i c a b l e w o r k m a n s h i p provAi , bIU.85. and city/County codes. CRARLES E. ~t%ASON, JR. P.O. Box 1696 hino.CaIifornia 91710 Phone No. (909) 391-2676. LA. County No. 0386 Date John jrrRi.iir auiy I NCOR P0 RATED Client: Charles E. Mason, Jr. Lab No.: 8088-1-2-H P.O. Box 1696 File No., P-4883 Chino, California 91710 COMPRESSION TEST REPORT Project Name: Magellan Aviation - 2006 Palomar Airport Road, Carlsbad. California Location in Structure: Building I Office Slab-On-Grade Sampled By: Client Report Date: 02106/08 Material: SAMPLING INFORMATION Ll Concrete 0 Grout 0 Mortar 0 Other Actual Soec Slump, ASTM C143 (inches): 5 - NA Percent Air, ASTM C231 (%): NA Unit Weight, ASTMC138(pcf NA NA -. NA NA Air Temperature (CF). Mix Temperature, ASTM C1064) NA NA No. of Samples Made: -3 Set #: 2ABC Time Sampled: NA Mix Number: 3030067 Req'd. Strength, 28 days (psi): 3,000 Concrete Supplier: Palomar Transit Load #. NA Ticket #: NA Specimens were tested In accordance With ASTM C39 eiYES 0140 TESTING INFORMATION Sample Identification No.. 1 2 Date Sampled: 12/26/07 12/26/07 Received: -Date 01111108 01/11/08 Age (Days): 19 19 Date Tested: 01114/08 J 1 6.00 01/14/08 6.00 Diameter (in.): CrossSectArea (in 2): 28.27 28.27 MaximumLoad (lbs.): 93.000 91,000 3,220 Compressive Strength (psi):- 3,290 - Fracture Type: Well-formed cone one one end Columnar Vertical Cracking T REMARKS: THE I9DAY TESTS EXCEED INDICATED DESIGN STRENGTH. THE 28-DAY TEST WILL BE PERFORMED UPON REQUEST. Copies: (1) Client (1) Al Shankle Construction. Co. (1) The Magellan Group, Inc. GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington, CA 92316-2901 Biuuiiiu iglon (9O9 877-34 Riverside (909) 703-1910 Fax (909) 877 5210 John R. (1110 INCORPORATED Client: Charles E. Mason, Jr. Lab No 8089-1-2-F-I P.O. Box 1696 File No.: P-4883 Chino, California 91710 COMPRESSION TEST REPORT Project Name: Magellan Aviation 2006 Palomar Airport Road, Carlsbad, California Location In Structure: Building I Hanger Stab Sampled By: Client Report Date: 02/06/08 Material: SAMPLING INFORMATION 1XI Concrete 0 Grout 0 Mortar 0 Other Actual Soec Slump, ASTM C143 (inches): 5 5 Percent Air, ASTM C231 (%): NA NA Unit Weight, ASTM C138 (pci): NA NA Air Temperature (F) - , NA NA Mix Temperature, ASTM C1064 (*F): NA - NA No. of Samples Made- 3 Set #: 3ABC Time Sampled: NA Mix Number: 3030067 Req'd. Strength, 28 days (psi): 3,000 Concrele Supplier: Palomar Transit Load #: NA Ticket #: NA Spocimona wcrc tested In accordance with ASTM 039 eyss CNO TESTING INFORMATION Sample Identification No.:_ -- - 1 2 Date Sampled- 12129/07 12/29/07 Date Received; 01/11/08 01/11/08 Age(Days): 16 16 Date Tested: 01/14/08 01/14/08 Diameter(in.)- 600 6.00 Cross Sect. Area (j2) 227 28.27 MaximumLoad(lbs.): 98,000 92,000 CompressiveStrength(psi): 3,470 3,250 Fracture Type: Columnar VerticalCracking Side fractures at topor bottom REMARKS: THE 16-DAY TESTS EXCEED INDICATED DESIGN STRENGTH. THE 28-DAY TEst WILL BE PERFORMED UPON REQUEST. Copies: (1) Client (1) Al Shankle Construction Co. (1) The Magellan Group, Inc. GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington. CA 92316-2907 Bloomington (909)877-1,124 Rhmrside (909) 763-1910 Fax (tfl9) 877-!2 I() John R. erlu INCORPORATED Client, Charles E. Mason, Jr. Lab No.: 8088-1-2-H P.O. Box 1696 File No: P-4883 Chino, California 91710 COMPRESSION TEST REPORT Project Name: Magellan Aviation —2006 Palomar Airport Road. Carlsbad, California Location In Structure: Building I Office Slab-On-Grade Sampled By: Client Report Date: 02/06108 Material: SAMPLING INFORMATION t!1 Concrete 0 Grout 0 Mortar 0 Other Aclual Spec Slump, ASTM C143çinches): -- 5 5 Percent Air, ASTM C231 (%): NA NA Unit Weight, ASTM C138(pct-- NA NA - Air Temperature f: NA - NA Mix Temperature, ASTM C1064 rF): NA NA No. of Samples Made 3 Set #: 2ABC Time Sampled NA Mix Number: 3030067 Req'd, Strength, 28 days (psi). 3,000 Concrete Supplier Palomar Transit Load #: NA Ticket #: NA Spocimana were tested in accordance with ASTM 039 rars cjwo TESTING INFORMATION Sample Identification No.: 1 2 1 Date Sampled: - 12/26/07 12/26/07 01/11/08 DateReceived: 01/11/08 Age (Days). 19 19 DateTested: 01/14/08 01/14/06 Diameter(in.): 6.00 6.00 Cross Sect. Area (in.2): --28.27 - 28.27 91,000 3,220 Maximum Load (lbs,),93,000 CompressivnStrength(psi) 3.290 Fracture Type: Well-formed cone Columnar oneone end Vertical Cracking REMARKS: THE 19-DAY TESTS EXCEED INDICATED DESIGN STRENGTH. Ti-ni 28-DAY TES I WILL BE PERFORMED UPON REQUEST. Copies: (1) Client (1) Al Sharikle Construction, Co. (1) The Magellan Group, Inc GEOTECHNICAL ENGINEERS TESTING AND INSPECTION 2257 South Lilac Ave.. Bloomington, CA 92316-2907 Biocrniriglon t909).877-1324 Riverside (909) 753-1910 ax (909) 977-5210