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Home My WebLink About2008 PALOMAR AIRPORT RD; ; CB071491; PermitCity of Carlsbad 1635 Faraday.Av Carlsbad, CA 92008 02-0-2016 Commercial/Industrial Permit Permit No: CB071491 Building Inspection Request Line (760) 602-2725 Job Address: 2008 PALOMAR AIRPORT FD CBAD Permit Type: COMMIND Sub Type: INDUST Status: EXPIRED Parcel No: 7602214700 Lot #: P .Applied: 05/31/2007 Valuation: $409,003.00 Construction Type: VIN Entered By: JMA Occupancy Group: ' Reference # PC070036 Plan Approved: 06/26/2008 • Issued: 06/26/2008 Inspect Area PD Plan Check #: Project Title: MAGELLAN -AVIATION: 8,480SF HANGER Applicant: Owner: - HOWARD ANDERSON 2194 CARMEL VALLEY RD DEL MAR , S CA 92014 858-755-5009 Building Permit t .. . $1,501.36 Meter Size AddI Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $975.88 - Meter Fee - $0.00 AddI Building Permit Fee $0.00 SDCWA Fee . $0.00 Plan Check Discount •• $0.00 CFD Payoff Fee . $0.00 Strong Motion Fee $85.89 PFF (3105540) $7,443.85 ParkFee $3,392.00 PFF (4305540) $6,871.25 LFM Fee • . $0.00 License Tax (3104193) . $0.00 Bridge Fee $0.00 License Tax (4304193) S $0.00 BID #2 Fee $0.00 Traffic Impact Fee (3105541) $143.52 - BID #3 Fee $0.00 Traffic Impact Fee (4305541) $132.48 Renewal Fee $0.00 PLUMBING TOTAL $98.00 AddI Renewal Fee $0.00 ELECTRICAL TOTAL $160.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $791.27 Add'I Pot. Water Con. Fee .$0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Feeg $0.00 Green Bldg Stands (SB1473) Fee ?? HMP Fee $0.00 Fire Expedidted Plan Review ?? Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $21,595.50 Total Fees: $21,595.50 Total Payments To Date: $21,595.50 Balance Due: $0.00 FINAL APPROVAL Inspector: Date: •______________ Clearance: NKJ110E eesete NOI10E that ac ywr ptect includes the "IntiaY' dMes ckcr, reservations, or other etcns heremer aly ra to /ecr.' You haw 90 d fmthe date this çenit es issued to p x protest irrtJai of these feescr. If you pest Uei j mist fdlowtlB protestpüs s fcth in Ornt Caie czi 2)(a), andfile the protest ai aiy required ircnmtim wth the Oty rfa- process rig in axtnJare wth Ca1stai Wicipal Ccth Section 3.0. Failure totinyfdIcwthet ptteiue wll bar any subsegient legal action toattaç reAeW set aside, vdd, a- aini their irrperL You are hereby RRfl-ER NO11REDthet your nçit to protest the specified fees'aiicrs DES NOT APPLY toete and seer corweton fees ard capacity chars, ru p4anng, zoiriing, gad rig or other stnula apicatiai ptxssg or service fees in crxmcz, wit, this pqei NR DOES ITAPPLYto any EXPIKhu PERMIT HAS EXPIRED IN ACCORDANCE WITH C.B.C. . SECTION 106.4.4 AS AMENDED BY nATE ';~171 TU° Inspection List Permit#: CB071491 Type: COMMIND INDUST MAGELLAN AVIATION: 8,480SF HANGER Date Inspection Item Inspector Act Comments 01/28/2010 39 Final Electrical TP NR 05/04/2009-11 Ftg/Foundation/Piers TP WC 05/04/2009 12 Steel/Bond Beam TP PA T/U PNLS PNDNG S I REPORT 05/01/2009 11 Ftg/Foundation/Piers TP NR NO ONE ON SITE, NO PLANS 05/01/2009 12 Steel/Bond Beam TP NR 04/24/2009 1.1 Ftg/Foundation/Piers MC NR 1ST STOP 8:30AM 04124/2009 11 Ftg/Foundation/Piers MC AP HANGER DFTG. & STEEL & S.O.G., 2ND STOP 04/24/2009 31 Underground/Conduit Wirin MC AP #2 X 20FT CU GRND ELECTRODE 04/21/2009 11 Ftg/Foundation/Piers TP NR REBAR MISSING 04/06/2009 ,21 Underground/Under Floor TP AP TRENCH DRAIN 04/03/2009 21 Underground/Under Floor TP CA per office 04/01/2009 21 Underground/Under Floor TP CO NO PLUMB PLAN 03/20/2009 19 Final Structural TP PA PERMIT NEEDSTO BE EXTENED PER TIM PHILLIPS 10/20/2008 12 Steel/Bond Beam TP AP PMTR FtG & S.O.G. HANGER B 10/20/2008 14 Frame/Steel/BoltinglWeldin TP WC 10/03/2008 21 Underground/Under Floor TP AP 08/06/2008 34 Rough Electric PY NR Tuesday February 02, 2016 Page 1 of City of Carlsbad Bldg Inspection Request Ilk For: 05/01/2009 Permitt CB071491 Inspector Assignment: TP Title: MAGELLAN AVIATION:8,480SF Description: HANGER Type: COMMIND Sub Type: INDUST Phone: 7608 909 Job Address: 2008 PALOMAR AIRPORT RD Suite: Lot: 0 Location:' Inspector: / APPLICANT HOWARD ANDERSON Owner: Remarks: Total Time: Requested By: CHISTIAN Entered By: CHRISTINE, CD Description Act Comments 11 Ftg/Foundation/Piers ,',q i,/',°A-'-/' ,'.49)y ______ Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR08104 ISSUED MAGELLAN AVIATION-REVISE BLDGS; I & 2, ELECT OUTLETS, LIGHTS, PANEL SCI PCR08154 ISSUED CHANGE TO FOOTINGO ACCOMODATE; FOR FUTURE OFFICE BUILDING/C13074190. PcR09018 ISSUED MAGELLAN HANGER D- ADDITION; OF UNDERGROUND PLUMBING FOR FUTURE I PCR09038 ISSUED REVISE 4 HOUR WALL TO A 2 HOUR; WALL AS ALLOWED BY THE NEW FIRE SYS1 PCR08115 ISSUED MAGELLAN: MOVE FOOTINGS INSIDE; BUILDING PCR08146 ISSUED MAGELLAN:ADDL FOOTINGS FOR; FUTURE MEZZANINE @ EAST END OF BLDG.'C Inspection History Date Description Act •Insp comments 04/24/2009 • 11 Ftg/Foundation/Piers NR MC 1ST STOP 8:30AM 04/24/2009 11 Ftg/Foundation/Piers AP MC HANGER D FTG. & STEEL & S.O.G., 2ND STOP 04/24/2009 31 Underground/conduit-wiring AP Mc #2 X 20FT cu GRND ELECTRODE 04/21/2009 • '11 Ftg/Foundation/Piers NR TP REBAR MISSING 04/06/2009 21 Underground/Under Floor AP TP TRENCH DRAIN 04/03/2009 21 Underground/Under Floor CA TP per office • 04/01/2009 21 Underground/Under Floor CO TP NO PLUMB PLAN 03/20/2009 19 Final Structural PA TP PERMIT NEEDS TO BE EXTENED PER TIM PHILLIPS 10/03/2008 21 Underground/Under Floor AP TP • • • S 08/06/2008 34 Rough Electric NR PY • • S . : . C • City of Carlsbad.Bldg Inspection Request For: 04/24/2009 Permit# CB071491 Inspector Assignment: TP Title: MAGELLAN AVIATION: 8,480SF Description: HANGER ? Type: COMMIND Sub Type: INDUST Phone: 7146068377 Job Address: 2008 PALOMAR AIRPORT RD Suite: Lot: 0 Location: Inspector: fri APPLICANT HOWARD HOWARD ANDERSON Owner: Remarks:iearly Total Time: Requested y: JOSE Entered By: BINSPECT CD Description Act Comments 11 Ftg/Foundation/Piers f ti -tt ___1 b Sit Comments/Notices/Holds '3t . * j X 2.0 ü Associated PCRs/CVs 'Original PC# PCR08104 ISSUED MAGELLAN AVIATION-REVISE BLDGS; I & 2, ELECT OUTLETS, LIGHTS, PANEL SCI PCR08154 ISSUED CHANGE TO FOOTENGO ACCOMODATE; FOR FUTURE OFFICE BUELDING/CB074 190, PCRO9018 ISSUED MAGELLAN HANGER D- ADDITION; OF UNDERGROUND PLUMBING FOR FUTURE I PCR09038 PENDING REVISE 4 HOUR WALL TO A 2 HOUR; WALL AS ALLOWED BY THE NEW FIRE SYS1 PCRO81 15 ISSUED . MAGELLAN: MOVE FOOTINGS INSIDE; BUILDING PCR08146 ISSUED MAGELLAN:ADDL FOOTINGS FOR; FUTURE MEZZANINE @ EAST END OF BLDG. Inspection History . Date Description . ' Act Insp Comments 04/21/2009 11 Ftg/Foundation/Piers NR TP REBAR MISSING 04/06/2009 21 Underground/Under Floor AP TP TRENCH DRAIN 04/03/2009 21 Underground/Under Floor CA TP per office 04/01/2009 21 Underground/Under Floor CO - TP NO PLUMB PLAN - - 03/20/2009 19 Final Structural PA TP PERMIT NEEDS TO BE EXTENED PER TIM PHILLIPS 10/03/2008 21 Underground/Under Floor AP TP 08/06/2008 34 Rough Electric - NR PY • • - AQ ,OR.# ` City of Carlsbad Bldg Inspection Request 1 For: 10/20/2008 Per CB071490 Inspector Assignment: TP Title. MAGELLAN AVIATION. 56,166SF Description: HANGER I 2,400SF OFFICE Type: COMMIND Sub Type: INDUST Phone: 7609 909 Job Address: ALOMAR AIRPORT RD Suite: Lot: 0 - Location: Inspector: OWNER SCIF PALOMAR LLC <DBA MAGELLAN AVIATION> Owner: SCIF PALOMAR LLC <DBA MAGELLAN AVIATION> Remarks: ease . Total Time: Requested By: CHRISTIAN Entered By: CHRISTINE CD Description Act Comments 14 Frame/Steel/Bolting/Welding Comments/Notices/Holds Associated PCRsICVs Original PC# S PCROB104 ISSUED MAGELLAN AVIATION-REVISE BLDGS; I & 2, ELECT OUTLETS, LIGHTS, PANEL SCI CV040849 CLOSED Z- BANNER ON FENCE; Inspection History Date Description Act Insp Comments 10/17/2008 11 Ftg/Foundation/Piers AP TP HANGER A PMTR FTGS & S.O.G. 10/17/2008 12 Steel/Bond Beam AP TP 10/17/2008 21 Underground/Under Floor AP TP 10/17/2008 31 Underground/Conduit-Wiring AP TP UFFER GRN. 10/16/2008 11 Ftg/Foundation/Piers CO TP 10/16/2008 12 Steel/Bond Beam CO TP 10/16/2008 21 Underground/Under Floor CO TP 10/16/2008 31 Underground/Conduit-Wiring CO TP 10/15/2008 11 Ftg/Foundation/Piers AP TP 10/15/2008 12 Steel/Bond Beam AP TP PMTR SLAB @ N. SIDE OF BLDG • 10/15/2008 13 Shear Panels/HD's WC TP S 10/10/2008 31 Underground/Conduit-Wiring AP MC 3-0 CW grnd electrode @ main elec. Dist. Rm 10/03/2008 21 Underground/Under Floor AP TP . S • 10/03/2008 31 Underground/Conduit-Wiring PA TP 10/02/2008 11 Ftg/Foundation/Piers AP TP 51 & 25 LNA LN BTW9-51 S 10/02/2008 12 Steel/Bond Beam AP TP S 09/29/2008 21 Underground/Under Floor AP TP (2) RESTRMS S 09/29/2008 31 Underground/Conduit-Wiring AP TP S GENERAL CONTRACTOR ITY COUNTYOF______________ DEPARTMENT OF PUBLIC. WORKS BUILDING AND SAFETY.D(VISION SPECIAL INSPECTOR'S REPORT DAILY WEEKLY • FINAL 0 JOB ADDRES S E4/ ,4 71 TYPE OF WORK REINFORCED CONCRETE 0 MASONRY 0 HI-TENSILE BOLTING PRESTRESSED CONCRETE 0 WELDING 0 EPDXY 0 ; DESCRIPTION OF WORK RSPECTION /9 '7 /'&47i PoDi i4cfl - 0 CA64 71t-e-5 -i z)— - 7rp/ed) 1Iz / - - - Lm - 4p/4_*7 ? 7A7t - 2Y141?/.d11 24' To the best of my knowsde wc1k inspecd 'is fr cordance with- th t appv. .drawing' s aqd c0rrp1:es with specifcatioris aid workrnansh'p ?l codes CHARLES E. 'CORKY' MASONS JR. - . P.O.. Box 1696 • • V . V V •. China1 California 91710 D2(O/J ' Phone No (909) 391-2676 p DAILY JOB ADDRESS______ CIT-y OF Ae't~ blq-.d COUNTY OF DEPARTMENT OF PUBLIC WORKS BUILDING AND SAFETY-DIVISION SPECIAL INSPECTOR'S REPORT WEEKLY FINALE) 2P f2rn4 GENERAL CONTRACTOR A emllel67 - TYPE OF WORK REINFORCED CONCRETE 0 MASONRY 0 HI-TENSILE BOLTING° PRESTRESSED CONCRETE 0 WELDING 0 EPDXY 0 DESCRIPTION OF WORK INSPECtION ''$'/'F *''Pf "I26;4- Ile )2 - -- - 6acjf< . W/t- / m,k_A - el nw - 9 -). fiu 7L 4 - I To the best of my know1ede work inspected n cco-dance vith The bdigep ment, approved stampe : g ciraw ngs td complies with specIictiors -ic ap ..bIe workmanship City./County codes CHARLES E. 4CORKY' MASON, JR. P.O..-Box 1696 Chino, Califomia 91710 are / 6/2" Phone - S S S S . S S S CITY OF COUNTY OF Aw 0 S S DEPARTMENT OF PUBLIC WORKS . BUILDING AND SAFETY DMSION S . S SPECIAL INSPECTOR'S' REPORT S DAILY S WEEKLY C] FINAL 0 - / S 17 •4..1v . S JOB'ADbREss /V/iv7'f - S ' ••• S •• ENEL• CONTRACTOR TYPE OF WORK: REINFORCED CONCRETE MASONRY 0 HI-TENSILE BOLTING S PRESTRESSED CONCRETE 0 WELDING 0 EPDXY 0 DESCRIPTION OF WORK IJSPECTION :7p 3;• 46 ) / 477 , xeAeol 11f1w;y PLL) T / i! •. ''''''''''' S • 55 - S S - • S Th he best o ny knoedoe eor irpect9c as in ro-oanco w1u +te Id:ngmet appry snpeJ desiry fl$ fld cOmP"es IU SPeCIT Ps a caole workmanship prpvI7e cxie H ': • • . S • • • S S CHARLES E. CORKMASO 'S . S •, • • • S P.O. Box i696 • S • H ' •:' Oho, Ca lifornia 91710 5 cn-y ___s . COUNTY OF - DEPARTMENT OF PUBLIC WORKS ILD ING AND SAFETY DIVISION SPECIAL INSPECTOR'S REPORT DAiL' - WEEKLY FINAL U JOBDDSS Mcm-' z' /4L O2i4 Aeg . . . GENERAL CONTRACTOR : * TYFE OF WORK: REINFORCED CONCRETE MASONRY LI • HITENSiLE BOLT.NG PRESTRESSED CONCRETE 0 WELDING 0 EPDXY IN 0. - DESCRLTiON OF WORK INSPECTION pI4er i &.ay_-i/c,d 14 77e..-/ PbI ,4 C / J'2? 'iWO9 4i v - 'I To the best of my knowledge, work inspected was in accordance with the buildi8'p rnent, approved stamped sio •. • .cawinc, and oornplies with specifications and applicable workmanship provisif and City./County :oces.- . '6' ARLES E. CORKYAASON: JR. P.O Box 1696 Chino, Ca!iforn 91710 . • ) J / Phone No. (909) 391-2676 //_2_• L.A. County No, 0386 I CO U N TY OF DPAFTMENT OF PUBLIC WORK.S EUIWING AND SAFETY DIVISION SPECIAL IN, REPORT DAILY ' 0 WEEKLY FINAL 0 OBADOE35 0• GENERAL CONTRACTOR 4( 9fr1-'27/ tJ?-I TYFE OF WORK: REINFORCED CONCRETE MASONRY LjHI-TENSILE 3OT:N : PRESTRESSED CONCRETE 0. WELDING 0 EPDXY 0 : :so iNSECTO o 74 rA 1,9 :-7 7- 7v6''p2 /IV( M C//' ______/c'__ -_-",f ' ' '00 s 0 fl ro eo or was as accord ance with the but in ce pn r, a. ppr : ' E Omp s with SpCfflCa 0nS and appiica&e vo krirchip CHARLES E. CORKY' MA-SON, 0 - - P.O. Box 1696 - Cnro Caurr: 9 1 7ij - __ John R. Bqg y I N C 0 A P 0 A A T E D Client: Charles E. Mason Jr. Lab No.: 2594-1-2-3 P.O. Box 1696 File No.: P-4883 Chino, California 91710 COMPRESSION TEST REPORT Project Name: Magellan Aviation, Hanger D, 2006 Palomar Airport Road, Carlsbad, California Location in Structure: Panels Sampled By: Client S Report Date: 06/17/09 Material: SAMPLING INFORMATION 11 Concrete 0 Grout 0 Mortar 0 Other Actual Spec No of Smnl Made: Set #: P1-ABC Time Sampled: NA Mix Number: 3040057 Req'd. Strength, 28 days (psi): 4,000 Concrete Supplier: Palomar Transit Mix Load #: NA Ticket #: 206513 Specimens were tested in accordance with ASTM C39 YES 0 N TESTING INFORMATION Sample Identification No.: 1 2 3 Date Sampled: 05/05/09 05/05/09 05/05/09 V Date Received: V 05/12/09 05/12109 05/12/09 Age (Days): 7 28 28 Date Tested: 05/12/09 06/02/09 06/02/09 Diameter (in.): 6.00 6.00 6.00 Cross Sect. Area (in .2): 28.27 28.27 28.27 Maximum Load (lbs.): 89,960 123,070 124,500 Compressive Strength (psi): 3,180 4,350 4,400 Fracture Type: Well-formed cones on both ends Well-formed cone on one end Well-formed cone on one end V REMARKS: THE COMPRESSIVE STRENGTH EXCEEDS INDICATED DESIGN STRENGTH Copies: (1) Client S (1) Al Shankle Construction I 'N5LOO AL SHANKLE GONf RUG lION CO. I GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington, CA 92316-2907 - S Dioomington (909) 877-1324 Rivcradc (900) 783-1010 Fax(000)877S210 Slump, ASTM C143 (inches): Percent Air. ASTM C231 (%): 5 NA NA Unit Weight, ASTM C138 (pc: NA NA Air Temperature (°F): NA NA Mix Temperature, ASTM C 1084 (CF): NA NA Slump, ASTM C143 (inches): 5 5 Percent Air, ASTM C231 (%): NA NA Unit Weight, ASTM C138 (pcf): NA NA Air Temperature (OF): NA NA Mix Temperature, ASTM C1064 (°F): NA NA Set#: P1-ABC Time Sampled: NA Mix Number: 3040057 Req'd. Strength, 28 days (psi): 4,000 Concrete Supplier: Palomar Transit Mix Load #: NA Ticket #: 266513 Specimens were tested in accordance with ASTM C39 IRiYES ONO John'R.Bucr.EY I NCOR P0 RAT ED Client: Charles E. Mason, Jr. Lab No.: 2594-1-2-3 P.O. Box 1696 . File No.: P.4883 -Chino, California 91710 - COMPRESSION TEST REPORT Project Name: Magellan Aviation, Hanger D, 2006 Palomar Airport Road, Carlsbad, California Location in Structure: Panels . Sampled By: Client Report Date: 06/17/09 Material: SAMPLING INFORMATION EI Concrete 0 Grout 0 Mortar 0 Other Actual Spec No. of Samoles Made TESTING INFORMATION Sample Identification No.: 1 2 3 Date Sampled: 05/05/09 05/05/09 05/05/09 Date Received: 05/12/09 05/12/09 05112/09 Age (Days): 7 28 28 Date Tested: 05/12/09 06/02/09 06/02/09 Diameter (in.): 6.00 6.00 6.00 Cross Sect. Area (in .2): 28.27 28.27 28.27 Maximum Load (lbs.): 89,960 123,070 124,500 Compressive Strength (psi): 3,180 1 4,350 4,400 Fracture Type: Well-formed cones on both ends Well-formed cone on one end Well-formed cone on one end REMARKS: THE COMPRESSIVE STRENGTH EXCEEDS INDICATED DESIGN STRENGTH. - ,.Copies:'(1) Client RECEVED (1) Al Shankle Construction JUN 2 5 2009 AL SHANKLE COF6TRUCTION 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 Joh n R.'' Byy INCORPORATED Client: Charles E. Mason, Jr. . Lab No.: 2565-12-H P.O. Box 1696 File No.: P-4883 Chino, California 91710 . COMPRESSION TEST REPORT S Project Name: Magellan Aviation, Hanger D, 2006 Palomar Airport Road, Carlsbad, California Location in Structure: Slab-on-Grade Sampled By: Client Report Date: 06/04/09 - * Material: SAMPLING INFORMATION EEJ Concrete 0 Grout 0 Mortar . 0 Other * Actual Spec No. of Samples Made: 3 Set #: S-1ABC Time Sampled: NA Mix Number: 3040057 Req'd. Strength, 28 days (psi): 4,000 Concrete Supplier: Palomar Transit Mix Load #: NA Ticket #: 251905 Specimens were tested in accordance with ASTM C39 IXVES DNO TESTING INFORMATION - Sample Identification No.: 1 2 . S Date Sampled: 04/27/09 04/27/09 5 - Date Received: 05/06/09 05/06/09 Age (Days): 28 28 Date Tested: 05/25/09 05/25/09 Diameter (in.): 6.00 6.00 Cross Sect. Area (in .2): 28.27 28.27 Maximum Load (lbs.): 125,080 126,700 Compressive Strength (psi): 4,420 4,480 . * Fracture Type: .. Columnar Vertical Cracking Columnar Vertical Cracking REMARKS: THE COMPRESSIVE STRENGTH EXCEEDS INDICATED DESIGN STRENGTH. Copies: (I) Client RECEIVErt " J"t (1) Al Shankle Construction JUN 8 2009 AL SI-IANKLE CONSTRUCTION CO. .' GEOTECHNICAL ENGINEERS • TESTING AND INSPEe1eN-—T 2257 South Lilac Ave., Bloomington, CA 92316-2907 Bloomington (909) 877-1324 Riverside (909) 783-1910 Fax (909) 877-5210 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 (°F): NA NA John R. INCORPORATED Client Charles E Mason Jr Lab No 2566-12-H P.O. Box 1696 File No.: P-4883 Chino California 91710 COMPRESSION TEST REPORT Project Name: Magellan Aviation, Hanger D, 2006 Palomar Airport Road, Carlsbad, California Location in Structure: Slab-on-Grade . Sampled By: Client Report Date: 06/04/09 - Material: SAMPLING INFORMATION tEl Concrete 0 Grout 0 Mortar 0 Other - Actual Spec No. of Samples Made: 3 Set #: S-2ABC Time Sampled: NA Mix Number: 3040057 Req'd. Strength, 28 days (psi): 4,000 Concrete Supplier: Palomar Transit Mix Load #: NA Ticket #: 251913 - Specimens were tested in accordance with ASTM C39 I YES ONO TESTING INFORMATION Slump, ASTM C143 (inches): 5 5 Percent Air, ASTM C231 (%): NA NA Unit Weight, ASTM C138 (pcf): - NA NA Air Temperature (OF): NA NA Mix Temperature, ASTM C1064 (°F): NA NA Sample Identification No.: 1 2 Date Sampled: 04/27/09 04/27/09 - Date Received: 05/06/09 05/06/09 Age (Days): .. . 28 28 Date Tested: 05/25/09 05/25/09 Diameter (in.): 6.00 6.00 Cross Sect. Area (in .2): 28.27 28.27 Maximum Load (lbs.): 129,630 125,030 Compressive, Strength (psi):. 4590 4,420 Fracture Type: Columnar Vertical Cracking Well-formed cone on one end - REMARKS: THE COMPRESSIVE STRENGTH EXCEEDS INDICATED DESIGN STRENGTH. Copies: (1) Client (1) Al Shankle Construction RE - 1 JUN 8 2009 / GEOTECHNICAL ENGINEERS TESTING A TIO 2257 South Lilac Ave Bloomington CA NCO, Bloomington (909) 877-1324 Riverside (909) 783-1910 Fax (909) 877-5210------.-...... John R. Bufjj INCORPORATED Client; Charles E. Mason, Jr. Lab No.: 2566-12-H P.O. Box 1696 File No.: P-4883 Chino, California 91710 COMPRESSION TEST REPORT ;. Project Name: Magellan Aviation, Hanger D, 2006 Palomar Airport Road, Carlsbad, California Location In Structure: Slab-on-Grade Sampled By: Client Report Date: 06/04/09 Material: SAMPLING INFORMATION tEl Concrete 0 Grout 0 Mortar 0 Other - Actual Spec No. of Samples Made: 3 Set : S-2ABC Time Sampled: NA - Mix Number: 3040057 Concrete Supplier: Palomar Transit Mix Load #: NA Ticket #: 251913 Specimens were tostcd in accordance with ASTM C39 JYES ONO TESTING INFORMATION Sample Identification No.: 1 2 Date Sampled: 04/27/09 04/27/09 Date Received: 05/06/09 05/06/09 Age (Days): 28 28 Date Tested: 05/25/09 05/25/09 Diameter (in.): 6.00 6.00 Cross Sect. Area (in.2): 28.27 28.27 Maximum Load (lbs.): 129,630 - 125,030 Compressive Strength (psi): 4,590 4,420 Fracture Type: Columnar Vertical Cracking Well-formed cone on one end REMARKS: * THE COMPRESSIVE STRENGTH EXCEEDS INDICATED DESIGN STRENGTH. copies: (1) client ---- ...... (1) Al Shankle Construction J Slump, ASTM C143 (inches): 5 5 Percent Air, ASTM C231 (%): NA NA - Unit Weight, ASTM C138 (pcf): NA NA __________________ Req'd. Strength, 28 days (psi): 4,000 Air Temperature (°F): NA NA Mix Temperature, ASTM Cl 064 (F): NA NA - - fi U I 82009 .• iAl c1Al1ii r .. GEOTECHNICAL ENGINEERS TESTING Af'U 2257 South Lilac Ave., Bloomington, CA 231 6"2907.., "-' CO. Bloomington (909) 877-1324 Riverslcie (909) 783-1910 Fax (909) 877-52id - ---.- 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 Set#: S-1A8C Time Sampled: NA Mix Number: 3040057 Req'd. Strength, 28 days (psi): 4,000 Concrete Supplier: Palomar Transit Mix Load #: NA Ticket #: 251905 Specimens were tested In accordance with AS C30 IR1YES 0 N John ft.Bggjjy INCORPORATED Client: Charles E. Mason, Jr. Lab No.: 2565-12-H P.O. Box 1696 File No.: P-4883 Chino, California 91710 COMPRESSION TEST REPORT Project Name: Magellan Aviation, Hanger D, 2006 Palomar Airport Road, Carlsbad, California Location In Structure: Slab-on-Grade Sampled By: Client Report Date: 06/04/09 Material: SAMPLING INFORMATION tSl Concrete 0 Grout 0 Mortar. 0 Other Actual Spec No. of Samples Made: 3 TESTING INFORMATION Sample Identification No.: 1 2 Date Sampled: 04/27109 04/27/09 Date Received: 05/06/09 05/06/09 Age (Days): 28 28 Date Tested: 05/25/09 05/25/09 Diameter (in.): 6.00 6.00 Cross Sect. Area (in.2): 28.27 28.27 Maximum Load (lbs.): 125,080 126,700 Compressive Strength (psi): 4,420 4,480 Fracture Type: Columnar Vertical Cracking Columnar Vertical Cracking REMARKS: THE COMPRESSIVE STRENGTH EXCEEDS INDICATED DESIGN STRENGTH. Copies: (1) Client RRECEVV E ID' (1) Al Shankle Construction I I., JUN . 2009 . AL SHANKLE COTRUCTLON CO. GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION- .............. - 2257 South Lilac Ave., Bloomington, CA 92316-2907 Bluomurtylori (909)877-1324 Riverside(909)783-I910 Fax (909) 877-52 10 John R.jçjy INCORPORATED Client: Charles E. Mason, Jr. Lab No.: 2594-1 P.O. Box 1696 . File No.: P-4883 Chino, California 91710 COMPRESSION TEST REPORT Project Name: Magellan Aviation, Hanger D, 2006 Palomar Airport Road, Carlsbad, California Location in Structure: Panels Sampled By: Client Report Date: 05/13/09 Material: SAMPLING INFORMATION EJ Concrete 0 Grout 0 Mortar 0 Other Actual Spec No. of Samples Made: 3 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 (°F): NA NA Specimens were tested in accordance with ASTM C39 [H) YES ONO TESTING INFORMATION Sample Identification No.: 1 Date Sampled: 05/05/09 Date Received: 05/12/09 Age (Days): 7 Date Tested: 05/12/09 Diameter (in.): 6.00 Cross Sect. Area (in .2): 28.27 Maximum Load (lbs.): 89,960 Compressive Strength (psi): 3,180 Fracture Type: Well-formed cones on both ends REMARKS: Copies: (1) Client (1) Al Shankle Construction MAY 142009 ALSHANKLE CON6ThUCTt000. 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 Set#: P1-ABC Time Sampled: NA Mix Number: 3040057 Req'd. Strength, 28 days (psi): 4,000 Concrete Supplier: Palomar Transit Mix Load #-. NA Ticket #: 266513 (j J ohn I INCORPORATED Client Charles E Mason, Jr Lab No 2594-1 P.O. Box 1696 File No.: P4883 Chino California 91710 COMPRESSION TEST REPORT V' V Project Name: Magellan Aviation, Hanger D, 2006 Palomar Airport Road, Carlsbad, California V Location In Structure: Panels Sampled By Client Report Date 05/13/09 V Material: V SAMPLING INFORMATION Ml Concrete 0 Grout 0 Mortar 0 Other Actual Spec No. of Samples Mane: 3 V Set #: P1-ABC Time Sampled: NA Mix Number: 3040057 V V V V Reqd. Strength, 28 days (psi): 4,000 V V Concrete Supplier: Palomar Transit Mix V Load #: NA Ticket #: 266513 V - Specimens were tested in accordance with ASTM C39 V IYES ONO TESTING INFORMATION V I REMARKS: RECEIVED 7, V Copies: (1) Client . (1) Al Shankle Construction MAY 14Z009 AL SHAN(LE COW6ThUCTION CO V . GEOTECIINICAL ENGINEERS TESTING AND INSPECTION V V 2257 South Lilac Ave., Bloomington, CA 92316-2907 V V . Bloomington (909) 877-1324 Riverside (909) 783-1910 Fax (909) 877-5210 V V 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 (°F): V NA NA Sample Identification No.: I Date Sampled: 05/05/09 Date Received: 05/12/09 V Age (Days): 7 V Date Tested: V 05/12/09 V Diameter (in.): 6.00 V V V Cross Sect. Area (in .2): V 28.27 V V Maximum Load (lbs.): 89,960 Compressive Strength (psi): 3,180 V V V Fracture Type: V Well-formed cones on both ends V V John R. icrLy INCORPORATED Client: Charles E. Mason, Jr.• Lab No.: 2594-1 P.O. Box 1696 File No.: P-4883 Chino California 91710 COMPRESSION TEST REPORT T Project Name: Magellan Aviation, Hanger D, 2006 Palomar Airport Road, Carlsbad, California Location in Structure: Panels Sampled By: Client Report Date: 05/13/09 Material: SAMPLING INFORMATION EEl Concrete 0 Grout 0 Mortar 0 Other Actual Spec No. of Samples Made: 3 Set #: P1-ABC Time Sampled: NA Mix Number: 3040057 Req'd. Strength, 28 days (psi): 4,000 ____ Load #: NA Ticket #: 266513 Specimens were tested in accordance with ASTM C39 OYES ONO TESTING INFORMATION Sample Identification No.: 1 Date Sampled: 05/05/09 Date Received: 05/12/09 Age (Days): 7 Date Tested: 05/12/09 Diameter (in.): 6.00 Cross Sect. Area (in .2): 28.27 Maximum Load (lbs.): 89,960 Compressive Strength (psi): 3,180 Fracture Type: . Well-formed cones on both ends . REMARKS: Copies (1) Client (1) Al Shankle Construction 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 Slump, ASTM C143 (inches): 5 5 Percent Air, ASTM C231 (%): NA NA Unit Weight, ASTM C138 (pcf): NA NA Air Temperature (°F): NA _________________________________________ Concrete Supplier: Palomar Transit Mix NA Mix Temperature, ASTM C1064 (°F): NA NA GEOCON INCORPORATED GEOTECHNICAL CONSULTANTS 6960 FLANDERS DRIVE • SAN DIEGO, CALIFORNIA 92121-2974 • TEL (858) 558-6900 U FAX (858) 558-6159 7 FOUNDATION OBSERVATION REPORT PROJECT NAME: 'l//f 4A' 0 PROJECT NO. t15 4 LOCATION: I 7) DATE: / FOUNDATION LOCATION (if not entire buildinq) PLAN FILE NO. PERMIT NOS: FOUNDATION TYPE: -.'VENTIONAL 0 POST-TENSIONED 0 ADDITIONAL OBSERVATION REQUIRED [9—'SUBSTANTIAL CONFORMANCE PURPOSE OF OBSERVATION 19,-Verify soil conditions exposed are similar to -those anticipated ify footing excavations extend to minimum depth recommended in soil report 0 Verify foundation reinforcement complies with minimum recommended in soil report Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report -.-.,, 0 Lrverify footings have been extended to an appropriate bearing strata 0 Other APPLICABLE SOIL REPORT: TITLE: A kt,1_-- r6w AQp-.-d/) /U DATE: SOIL REPORT RECOMMENDATIONS BASED ON: . S Expansion Condition 0 VERY LOW 'LOW 0 MEDIUM 2 HIGH 0 VERY HIGH 0 Fill Geometry El Other •. S S . . MINIMUM FOUNDATION RECOMMENDATIONS: . Footing Depth: 0 12 Inches D 18 Inches EI4 Inches OTHER Footing Reinforcement: 0 No.4 t&B 0 2-No.4 T&B 0 2-No.5 T&B 0 Post-Tensioned OTHER: Interior Slab Reinforcement: 0 6x610/100 6x6-6/6 0 No.3@241nche5 0 No.3@181nches 0 Post-Tensioned -. Slab Bedding Material and Thickness: I'Zr. Vapor Barrier: .j r . Foundation Width: OBSERVATIONS: DubstantiaI conformance with Soil Reports (see 'Purpose of Observation") . S 0 Substantial conformance with Foundation Plans. Identify: C3 Other COMMENTS: S S S NOTE IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO PIACIN CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED 4PIELD, io GE0iOl'4 REPkEENTATIVE 2198 (TO BE REMOVED) I S I G-6 (FUTURE) 2016 H H 2200 (CONTROL TOWEF'- H -20 21 08 I , IJItI b G-5 G-7 - - H 1 - I ' I )002 8 2018 - - - -_ FU 30 1<55 fEsj__ \ - r 2 I _ I \ TERMINAL NDR\ \\ I \' CO1VSr/'UCJ27Q \_\ ELEVATO/ \ \\ \ \ BRIDGE UNDR 28 \ / \ ONSTRUCfl9N ) J AUTOPAKING,Z UNDER \ I I I CONSTRUCTION