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07-0819 (CSCS) Concrete ReportsCorporate: 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC ' A Set No.: 7=5972 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age Date Nominal (Days) Tested Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7-, 9/24/2007 6X 12 28.37 96,790 3,410 Cone 28 10/15/2007 6X 12 28.27 28 10/15/2007 6X 12 28.27 28H ` 10/15/2007 6X 12 28.27 A Specified Strength: 3,000 PSI ' Sampled By: DONALD SMITH ASTM C172 . Date Sampled: 9/17/2007 Date Received: 9/18/2007 Location: DIAGONAL FTG. @ NORTH WEST OF BLDG A, ALSO 2 COLUMN FTG. @ LINE 7/C.5 & D.5 Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 81 °F ASTM C1064 Mix No.: 1085A Ambient Temp: 80 °F ASTM C1064 Ticket No.: 5643351 Water added at Site: 0.00 gal. By Slump: 3.25 in. ASTM C143 Cement Type: IIN Mix Time: 47 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS. LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. 1 M.B.(Ben)Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-5972 2 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 9/24/2007 6X 12 28.37 96,790 3,410 Cone 28 10/15/2007 6x 12 28.37 137,210 4,840 Shear 28 10/15/2007 6X 12 28.37 131,165 4,620 Cone 28H 10/15/2007 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 9/17/2007 Date Received: 9/18/2007 Location: DIAGONAL FTG. @ NORTH WEST OF BLDG A, ALSO 2 COLUMN FTG. @ LINE 7/C.5 & D.5 Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 81 °F ASTM C1064 Mix No.: 1085A Ambient Temp: 80 °F ASTM C1064 Ticket No.: 5643351 Water added at Site: 0.00 gal. By Slump: 3.25 in. ASTM C143 Cement Type: IIN Mix Time: 47 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE ' MALEK ENGINEERS INC. ' CITY OF LA QUWTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 4730 PSI ' 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY . 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6008 ow File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load Strength (Sq. Inch) (lbs.) (psi)- Type of Fracture 7 9/25/2007 6X 12 28.37 97,400 3,430 Cone 28 10/16/2007 6X 12 28.37 137,070 4,830 Cone & Split 28 10/16/2007 6X 12 1 28.37 136,560 1 4,810 1 Columnar 28 H 10/16/2007 6X 12 28.27 A Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 9/18/2007 Date Received: 9/19/2007 Location: INTERIOR SPREAD FOOTINGS LINES C & D @ 4,5,6 Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 71 °F ASTM C1064 Mix No.: 1085A Ambient Temp: 68 °F ASTM C1064 Ticket No.: 5525601 Water added at Site: 0.00 gal. By Slump: 2.50 in. ASTM C143 ~ Cement Type: IIN Mix Time: 75 min. Tested at: Anaheim Remarks: Respectfully Submitted, Distribution: KOMAR INVESTMENTS, LLC MTGL, Inc. THE BERGMAN COMPANIES SGPA ARCHITECTURE , MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** M.B.(Ben) Lo Chief Engineer 4820 PSI 28 -day compression test complies with the specified strength. i 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 07-819 78495 CALLE TAMPICO Project No.: 2145A02 LA QUINTA, CA 92253 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A i 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Client: KOMAR INVESTMENTS, LLC ,, Set No.: 7-6009 Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 9/25/2007 6X 12 28.37 120,150 4,240 Cone 28 10/16/2007 6X 12 28.37 157,325 5,550 Cone & Split 28 10/16/2007 6X 12 1 28.37 - 154,960 5,460 1 Shear 28H 10/16/2007 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 9/18/2007 Date Received: 9/19/2007 Location: PERIMETER BLDG. FTG. LINE 7 BETWEEN 13.5-13 t Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 81 °F ASTM C1064 Mix No.: 1085A Ambient Temp: 79 °F ASTM C1064 Ticket No.: 5643430 Water added at Site: 15.00 gal. By CONTRACTOR Slump: 3.00 in. ASTM C143 Cement Type: IW I Mix Time: 46 min. Tested at: Anaheim Remarks: Respectfully Submitted, Distribution: KOMAR INVESTMENTS, LLC MTGL, Inc. THE BERGMAN COMPANIES j SGPA ARCHITECTURE , MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** M.B. (Ben) Lo Chief Engineer 5500 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TANINCO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6009 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA 4 A Age (Days) Date Nominal Nested Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 9/25/2007 6X 12 28.37 120,150 4,240 Cone 28 10/16/2007 6X 12 28.27 28 10/16/2007 6X 12 28.27 28H 10/16/2007 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH Location:, PERIMETER BLDG. FTG. LINE 7 BETWEEN D.5 -B Concrete Supplier:. ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5643430 Water added at Site: 15.00 gal. By CONTRACTOR Cement Type: IW Mix Time: 46 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 9/18/2007 Date Received: 9/19/2007 Concrete Temp: 81 °F ASTM C1064 Ambient Temp: 79 °F ASTM C1064 Slump: 3.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 . IA6 M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 0 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A 'Set No.: 7-6008 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age Date (Days) Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 7 9/25/2007 6X 12 28.37 97,400 3,430 Cone 28 10/16/2007 6X 12 28.27 28 10/16/2007 6X 12 28.27 28 H 10/16/2007 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH Location: INTERIOR SPREAD FOOTINGS LINES C & D @ 4,5,6 Concrete Supplier: ROBERTSON'S READY MUX Mix No.: 1085A Ticket No.: 5525601 Water added at Site: 0.00 gal. By Cement Type: HN Mix Time: 75 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 9/18/2007 Date Received: 9/19/2007 Concrete Temp: 71 °F ASTM C1064 Ambient Temp: 68 °F ASTM C1064 Slump: 2.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 rclTynnReport of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 0`u�� LiA L12 INTA _ ram,. CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6177 File No.: Permit No.: 07-820 Project No.: 21451302 Project Name: KOMAR DESERT CENTER-.BLDG # B-LA QUINTA 79-793 HWY 111 (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq.Inch) (Ibs.) Strength (psi) Type of Fracture 7 10/4/2007 6 X 12 28.37 88,040 3,100 Cone 28 10/25/2007 6 X 12 28.27 28 10/25/2007 6 X 12 28.27 28 H 10/25/2007 6 X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH Location: BLDG B LINE 6 BETWEEN A TO D Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5643938 Water added at Site: 15.00 Cement Type: II/V Remarks: gal. By CONTRACTOR Mix Time: 55 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 9/27/2007 Date Received: 9/28/2007 Concrete Temp: 84 °F ASTM C1064 Ambient Temp: 77 °F ASTM C1064 Slump: 3.00 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B.(Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6176 File No.: Permit No.: 07-820 Project No.: 2145B02 Project Name: KOMAR DESERT CENTER- BLDG # B-LA QUINTA 79-793 HWY I I I (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq.Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/4/2007 6 X 12 28.37 82,235 2,900 Cone 28 10/25/2007 6 X 12 28.27 28 10/25/2007 6 X 12 28.27 28 H 10/25/2007 6 X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH Location: BLDGS B& C LINES 1& 2 BETWEEN C TO E Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5643889 Water added at Site: 5.00 Cement Type: II/V Remarks gal. By CONTRACTOR Mix Time: 41 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 9/27/2007 Date Received: 9/28/2007 Concrete Temp: 79 °F ASTM C1064 Ambient Temp: 71 °F ASTM C1064 Slump: 3.50 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: K 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 r Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -MORTAR ASTM C270 * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 07-819 78495 CALLE TAMPICO Project No.: 2145A02 LA QUINTA, CA 92253 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA. Client: KOMAR INVESTMENTS, LLC Set No.: 7-6311 Age Date (Days) Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 7 10/11/2007 2 X 4 3.14 6,985 2,220 Cone J 28 11/1/2007 2 X 4 3.14 8,990 2,860 Cone 28 11/1/2007 2 X 4 3.14 9,105 2,900 Cone Specified Strength: 1,800 PSI Sampled By: DONALD SMITH Location: 1 ST LIFT LINE 8 BETWEEN A TO B FROM F.F. TO 3'-4" Concrete Supplier: SPEC. MIX Mix No.: Ticket No.: Water added at Site: 0.00 gal. By Cement Type: S Mix Time: 5 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 10/4/2007 Date Received: 10/8/2007 Concrete Temp: 82 °F ASTM C1064 Ambient Temp: 76 °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 2880 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 .Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6312 4 - t File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 3 X 3 X 6 9.24 26,085 2,820 N/A 28 11/2/2007. 3 X 3 X 6 9.00 28 11/2/2007 3 X 3 X 6 9.00 A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 1ST LIFT LINES 1 & 2 C.8-17.5, LINES F,F.S & G 1-8, LINE 8 G TO E ALL TO T-4" Concrete Supplier: SUPERIOR READY MIX Concrete Temp: 70 °F ASTM C1064 Mix No.: Ambient Temp: 69 °F ASTM C1064 Ticket No.: 58483 Water added at Site: 5.00 gal. By CONTRACTOR Slump: 8.00 in. ASTM C143 Cement Type: IVV Mix Time: 73 min. Tested at: Anaheim Remarks: ABOVE FINISH FLOOR,ALSO BLOCK PRISM Respectfully Submitted, Distribution: KOMAR INVESTMENTS, LLC MTGL, Inc. THE BERGMAN COMPANIES 1 f SGPA ARCHITECTURE , MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** M.B. (Ben) Lo Chief Engineer Oct.22: 2007 3:59PM MTGL_ANANEIM A -• No. 9918 P. !1 2992 E LA Pt{me Avenue,Suite A, CA 91806 Td- (714) 632- Fe:c (714)632-2974 7313 Carroll Road, Suite Cr, Sen Diego, CA 92121 7 T61: (858) 537-3999 Fax: (858) 537-3990 n 14467 Meridian Parkway Bldg•ZA, RWmida. CA 97518 f ' Tet (951) 653.4999 fax (951) 653-4666 Report of COMPRESSIVE STRENG7N-MASONRY PRISM ASTM C1314 r Fle No.: 0OW COPY" � Permit Tio.: 07-819 a Project No.: 2145A02 ~ ' project Nemo: KOMAR DESERT CTR -LA QUIN TA- BLDG A 79415 li'GVY M (JFFFP.RSON & HWY 111) LA QUINTA, CA Client" KOMAR INVESTMENTS, LLC A Ser No.: 7-6313 Age (Days) Date Tested Nominal . Site ActualArea (Sq. Inch) Load Strprgth Type of (1)".) (PSI) FraUnre 7 10/1212001 8 X 8 X 16 63.41 70.215 1,110 N/A 28 11/2/1007 8 X 8 X 16 1 64.00 28 11/ JM7 8 X 8 X 16 1 64.00 Specified Strength:' 2,000 RSI Sampled Dr. DONALD SMITH ASTM C172 Date Saspled: 1015x2007 Dans Reoaved: IOA 2001 Location: IST LIFT @ SPLIT FACS AND.V 1F110H PREECISION ALT BLOCK LAY OUT Conerete Supplier. ANGELES BLOCK Coaerete Temp: OF ASTM C1064 Mix No.: Ambient Temp: 'F ASTM C1064 Ticket No.: Nater added at Sits: 0-00 ®d. By Stamp: is ASTM C143 Ct MOT TYIPC Mise Iran= min. 71'estsd at: Aaahalm I 17emarks: . Respeell�Uy Sn�ttied, Distribution: KOMAR DIVESTMINM LLC M7G� Tne. T1ffi BERGMAN COMPANIES SOPA ARCEnEC[URE MASK FNO VEERS INC. Cff Y' OF LA QUINTA-BLDG &. SAFETY $01AB COPY** MJL (Dan) 1A Chief 1Qagineer i 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 is CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6313 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A. 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength, (psi) Type of Fracture 7 _ 10/12/2007 8 X 8 X 16 63.41 ,' 70,215 1,110 N/A 28 11/2/2007 8 X 8 X 16 64.34 110,740 1,720 N/A 56 11/30/2007 8 X 8 X 16 63.19 134,685 2,130 N/A A Specified Strength: 2,000 PSI . Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 1 ST LIFT @ SPLIT FACE AND 4" HIGH PRECISION ALT BLOCK LAY OUT Concrete Supplier: ANGELES BLOCK Concrete Temp: °F ASTM C1064 Mix No.: Ambient Temp: °F ASTM C1064 Ticket No.: Water added at Site: 0.00 gal. By. Slump: in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY -*LAB COPY" Respectfully Submitted, MTGL, Inc. M.B.(Ben) Lo Chief Engineer 1720 PSI 28 -day compression test does not comply with the specified strength. u 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6313 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Nominal Tested Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 8 X 8 X 16 63.41 70,215 1,110 N/A 28 11/2/2007 8 X 8 X 16 64.00 28 11/2/2007 8 X 8 X 16 64.00 A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 1 ST LIFT @ SPLIT FACE AND V HIGH PRECISION ALT BLOCK LAY OUT Concrete Supplier: ANGELES BLOCK Concrete Temp: °F ASTM C1064 Mix No.: Ambient Temp: °F ASTM C1064 Ticket No.: Water added at Site: 0.00" gal. By Slump: in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ss CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6312 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 3 X 3 X 6 9.24 26,085 2,820 N/A 28 11/2/2007 3 X 3 X 6 9.49 36,945 3,890 N/A 28 11/2/2007 3 X 3 X 6 9.24 38,235 41140 N/A A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 1ST LIFT LINES 1 & 2 C.8 -F.5, LINES F,F.S & G 1-8, LINE 8 G TO E ALL TO T-4" Concrete Supplier: SUPERIOR READY MIX Concrete Temp: 70 OF ASTM C1064 Mix No.: - Ambient Temp: 69 OF ASTM C1064 Ticket No.: 58483 Water added at Site: 5.00 gal. By CONTRACTOR Slump: 8.00 in. ASTM C143 Cement Type: WV Mix Time:. 73 min. Tested at: Anaheim Remarks: ABOVE FINISH FLOOR,ALSO BLOCK PRISM Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 4020 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 / 'l 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 s* CITY OF LA QUINTA-BLDG & SAFETY, 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6313 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY l 11) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load Strength Type of (lbs.) (psi) Fracture 7 10/12/2007 8 X 8 X 16 63.41 70,215 1,110 N/A 28 11/2/2007 8 X 8 X 16 64.34 110,740 1,720 N/A 56 11/30/2007 8 X 8 X 16 64.00 A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 1 ST LEFT @ SPLIT FACE AND 4" HIGH PRECISION ALT BLOCK LAY OUT Concrete Supplier: ANGELES BLOCK Concrete Temp: °F ASTM C1064 Mix No.: Ambient Temp: °F ASTM C1064 Ticket No.: ` Water added at Site: 0.00 gal. By Slump: in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: r Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. j M.B. (Ben) Lo Chief Engineer 1720 PSI 28 -day compression test does not comply with the specified strength. Oct -22. 1007 3:59PM MTGL ANAHEIM • . nn•�� Biaadr: No. 9918 P. 2 29921:. to Palma Avamc. SUite A, CA 92606 Tel: (714) 632- Fait (114) 632-2914 7313 C MP Road. Suile G. San ego; GA 92121. Td: (858) 537-3999` Pas.(858) 537-3990 14467 MaOm Parkway Bldg 2A, Rivcmdq CA 92518 Tei: (951) 653-4999 Fax: (951) 6S3-4666 Report oe COMPRESSIVE S7RENQ M -MORTAR ASTM C 270 **LAB COPY= Client: KOMAR DMSTMENTS, LLC Set Ne-- 7-6425 Pile No.: Permitft.:- 07-819 projectNo.: 2145A02 Project Name: KOMAR DESERT CTR ISA QUINTA- BLDG A 79 -SIS HWY III (JEFFERSON 8a HWY 111) LA QI1WA, CA i Age (Days) Date Testred Nominal 3Ift Aral Area (Sq.Ineb) Load (Ibs.) Strength (PSO Type of haetore 7 10/19/2007 2X4 13.14 3,750 1,190 Cone 28 11/92007 !'X 4 13.14 28 11/92007 2 X 4 13.14 Spceitled Strength: 1.800 PSI sampw DONALD S". LOCZ60n: 3RD Lb'T ® LINE A-5 TQ$ TO,1 •�' A Concrete Supplier: SPEC. MDC Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gpl. BY Cement Type: UN f Time: �. KOMAR INVESTMENTS, LLT THE BERGMAN, COMPANIES SGPA ARCHXI6cwn MALEIC PNGIIJEF.RS INC. CITY OF LA QUINTA-BLDG 8t **LAB COPY** ASTM C17Z bats S>arpW: 10/122007 bate titeeeived: 10/16/2007 Concrete Temp: 67 IF ASTM C1064 Ambient Temp: 65 •p. ASTM C1064 Shmp:: in. ASTM C143 Tested at: Anaheim F�apeotfuUy Submdtcd, MTGL, Inc. { t M.B. (Sen) Lo s Chief Engineer f . is 5 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019 !k * CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6619 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load Strength Type of (lbs.) (psi) Fracture 8 10/31/2007 3 X 3 X 6 9.92 26,365 2,660 N/A 28 11/20/2007 3 X 3 X 6 9.00 28 11/20/2007 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By: GEORGE CHAVEZ Location: WALL- GRIDS F & 5, AT 25'-8" HIGH Concrete Supplier: SUPERIOR READY MIX Mix No.: D66P-8 Ticket No.: 44295 Water added at Site: 15:00 .. gal. By Cement Type: II Mix Time: 55 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/23/2007 Date Received: 10/29/2007 Concrete Temp: 78 °F ASTM C1064 Ambient Temp: 90 °F ASTM C1064 Slump: 8.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 6534666 Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019 * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 07-819 .78495 CALLE TAMPICO Project No.: 2145A02 LA QUINTA, CA 92253 Project Name:KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Client: KOMAR INVESTMENTS, LLC Set No.: 7-6426 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture f7 10/19/2007 3 X 3 X 6 9.24 18,025 1,950. N/A 28 11/9/2007 1 3 X 3 X 6 9.00 28 11/9/2007 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI . Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Location: 3RD LIFT LINE F,F.S & G BETWEEN 1-8 FROM 8' TO 13'-4" AFF Concrete Supplier: SUPERIOR READY MIX Concrete Temp: 76 °F ASTM C1064 Mix No.: Ambient Temp: 67 °F ASTM C1064 Ticket No.: 44043 Water added at Site: 20.00 gal. By CONTRACTOR Slump: 8.00 in. ASTM C143 Cement Type: II/V Mix Time: 51 min. Tested at: Anaheim Remarks: Distribution:. KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6427 . File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/19/2007 9 X 8 X 16 65.79 168,160 2,560 N/A 28 11/9/2007 8 X 8 X 16 64.00 ' 28 1 11/9/2007 8 X 8 X 16 64.00 ' .4 1 Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Location: 3RD LIFT TO 13'4" AFF Concrete Supplier: ANGELES BLOCK Concrete Temp: °F ASTM C1064 Mix No.: Ambient Temp: °F ASTM C1064 Ticket No.: Water added at Site: 0.00 gal. By Slump:' in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: Distribution: KOMAR'INVESTMENTS, LLC Respectfully Submitted,MTGL, Inc. THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** r M.B.(Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 t Report of. COMPRESSIVE STRENGTH -MORTAR ASTM C270 * # File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 07-819 78495 CALLE TAMPICO Project No.: 2145A02 LA QUINTA, CA 92253 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Client: KOMAR INVESTMENTS, LLC A SU -No.: 7-6425 . Age (Days) Date Tested Nominal Size Actual Area Load Strength (Sq. Inch) (lbs.) (psi) Type of Fracture 7 10/19/2007 2 X 4 3.14 3,750 1,190 Cone 28 11/9/2007 2 X 4 3.14 28 11/9/2007 2 X 4 3.14 Specified Strength: 1,800 PSI Sampled By: DONALD SMITH Location:. 3RD. LIFT @ LINE A-5 TO 8 TO 13'-4" AFF Concrete Supplier: SPEC. MDQ Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gal. By Cement Type: II/V Mix Time: 5 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Concrete Temp: 67 °F ASTM C1064 Ambient Temp: 65 °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B.(Ben) Lo Chief Engineer IN 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653A999 Fax: (951) 653A666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY . 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC Set No.: 7-6426 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 10/19/2007 3 X 3 X 6 9.24 18,025 1,950 N/A 28 .11/9/2007 3 X 3 X 6 9.39 40,950 4,360 N/A 28 11/9/2007 3 X 3 X 6 9.92 42,130 4,250 N/A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Location: 3RD LIFT LINE F,F.S & G BETWEEN 1-8 FROM 8' TO 13'-4" AFF Concrete Supplier: SUPERIOR READY MIX Concrete Temp: 76 °F ASTM C1064 Mix No.: Ambient Temp: 67 °F ASTM C1064. Ticket No.: 44043 Water added at Site: 20.00 gal. By CONTRACTOR Slump: 8.00 in. ASTM C143 Cement Type: II/V Mix Time: 51 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 4300 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 6534666 Report of:. COMPRESSIVE STRENGTH -MORTAR ASTM C270 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6425 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Actual Area Size (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 7 10/19/2007 2 X 4 3.14 3,750 1,190 Cone 28 11/9/2007 2 X 4 3.14 5,855 1,860 Cone 28 11/9/2007 2 X 4 3.14 5,995 1,910 Cone Specified Strength: 1,800 PSI Sampled By: DONALD SMITH Location: 3RD LIFT @ LINE A-5 TO 8 TO 13'4" AFF Concrete Supplier: SPEC. MDt Mix No.: TYPES Ticket No.: Water added at Site: 0.00 gal. By Cement Type: II/V Mix Time: 5 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE 13ERGMAN COMPANIES' SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Concrete Temp: 67 °F ASTM C1064 Ambient Temp: 65 °F ASTM C1064 Slump:' in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 1880 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6427 07-9)Cf �� j File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/19/2007 9 X 8 X 16 65.79 168,160 2,560 N/A 28 11/9/2007 9 X 8 X 16 65.81 180,150 2,740 N/A 28 11/9/2007 9 X 8 X 16 - 65.88 182,315 2,770 N/A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH Location: 3RD LIFT TO 13'-4" AFF Concrete Supplier: ANGELES BLOCK Mix No.: Ticket No.: Water added at Site: 0.00 gal By Cement Type: Mix Time: min. ' Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES a SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A. - ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 2760 PSI 28 -day compression test complies with the specified strength. F 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6618 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age Date (Days) Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 9 10/31/2007 3 X 3 X 6 9.18 21,080 2,300 N/A 28 11/19/2007 3 X 3 X 6 9.00 28 11/19/2007 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/22/2007 Date Received: 10/29/2007 Location: WEST WALL LINE I & 2, BETWEEN F.5 TO B TO 18' AFF, 4TH LIFT Concrete Supplier: SUPERIOR READY MIX Concrete Temp 74 °F ASTM C1064 Mix No.: Ambient Temp: 79 °F ASTM C1064 Ticket No.: 59710 ' Water added at Site: 35.00 gal. By CONTRACTOR Slump: 9.00 in. ASTM C143 Cement Type: II/V Mix Time: 50 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY -**LAB COPY** Respectfully Submitted, MTGL, Inc. r M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 *s CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6619 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY l 11) LA QUINTA, CA Age (Days) Date Nominal Tested Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 8 10/31/2007 3 X 3 X 6 9.92 26,365 2,660 N/A 28 11/20/2007 3-X 3 X 6 9.80 42,180 4,310 N/A 28 11/20/2007 - 3 X 3 X 6 9.92 40,610 4,090 N/A Specified Strength: 2,000 PSI Sampled By: GEORGE CHAVEZ Location: WALL- GRIDS F & 5, AT 25'-8" HIGH Concrete Supplier: SUPERIOR READY MIX Mix No.: D66P-8 Ticket No.: 44295 Water added at Site: 15.00 gal. By Cement Type: II Mix Time: 55 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/23/2007 Date Received: 10/29/2007 Concrete Temp: 78 °F ASTM C1064 Ambient Temp: 90 °F ASTM C1064 Slump: 8.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 4200 PSI ' l 28 -day compression test complies with the specified strength. j V 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C 1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A.. Set No.: 7-6618 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 9 10/31/2007 3 X 3 X•6 9.18 21,080 2,300 N/A 28 11/19/2007 3 X 3 X 6 9.30 291165 31140 N/A 28 11/19/2007 3 X 3 X 6 9.18 29,305 3,190 N/A A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/22/2007 Date Received: 10/29/2007 Location: WEST WALL LINE 1 & 2, BETWEEN F.5 TO B TO 18' AFF, 4TH LIFT Concrete Supplier: SUPERIOR READY MIX Concrete Temp: 74 °F ASTM C1064 Mix No.: Ambient Temp: 79 °F ASTM C1064 Ticket No.: 59710 Water added at Site: 35.00 gal. By CONTRACTOR Slump: 9.00 in. ASTM C143 Cement Type: IW Mix Time: 50 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 3160 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 s* CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6617 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR,DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 8 10/31/2007 2 X 4 3.14 6,445 2,050 Cone 28 11/20/2007 2 X 4 3.14 28 11/20/2007 2 X 4 3.14 Specified Strength: 1,800` PSI Sampled By: GEORGE CHAVEZ Location: GRIDS 8 & F, 20'-0" HIGH Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gal. By Cement Type: I Mix Time: 5 mina Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/23/2007 Date Received: 10/29/2007 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -MORTAR ASTM C270 ss CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6617 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Nominal Tested Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 8 10/31/2007 2 X 4 3.14 6,445 2,050 Cone 28 11/20/2007 2 X 4 3.14 9,535 3,040 Cone 28 .11/20/2007 2 X 4 3.14 10,310 3,280 Cone Specified Strength: 1,800 PSI Sampled By: GEORGE CHAVEZ Location: GRIDS 8 & F, 20'-0" HIGH Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gal. By Cement Type: I Mix Time: 5 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/23/2007 Date Received: 10/29/2007 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 3160 PSI 28 -day compression test complies with the specified strength. 01 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 • 'i * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 07-819 78495 CALLE TAMPICO Project No.: 2145A02 LA QUINTA, C_ A 92253 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Client: KOMAR INVESTMENTS, LLC A r Set No.:' 7-6620 Age (Days) Date Tested Nominal Actual Area Load Size (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 11/2/2007 8 X 8 X 16 58.60 104,705 1,790 N/A 28 11/23/2007 8 X 8 X 16 64.00 28 -11/23/2007 8 X 8 X 16 64.00 Specified Strength: 1,500 PSI Sampled By: GEORGE CHAVEZ Location: WALL- GRIDS F.5 & 1- 29'-4" HIGH Concrete Supplier: SUPERIOR READY MIX Mix No.: D66P-8 Ticket No.: 44372 Water added at Site: 30.00 gal. By FOREMAN Cement Type: IW Mix Time: 90 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/26/2007 Date Received: 10/29/2007 Concrete Temp: 74 °F ASTM C1064 Ambient Temp: 86 'F ASTM C1064 Slump: 8.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. j M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUlNTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6779 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 11/12/2007 6X 12 28.37 113,525 4,000 Cone 28 12/3/2007 6X 12 28.37 164,080 5,780 Shear 28 12/3/2007 1 6X 12 1 28.37 1 167,645 1 5,910 1 Cone & Split Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN Location: F/2 Concrete Supplier: ROBERTSON'S READY MD{ Mix No.: 62121A Ticket No.: 5659084 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 58 min. Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Concrete Temp: 74 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 5840 PSI ' 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6780 File No.: Permit No.: 07-819 Project No.: ' 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY M (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Nominal Tested Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 11/12/2007 6X 12 28.37 114,025 4,020 Cone 28 12/3/2007 6 X 12 28.37 166,345 5,860 Cone 28 12/3/2007 6X 12 28.37 _ 171,570 6,050 Shear Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN Location: E.7/2 Concrete Supplier: ROBERTSON'S READY MIX , Mix No.: 62121A Ticket No.: 5659097 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 52 min. Remarks: ADMIX- WRDA-64 t a Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Concrete Temp: 76 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 5960 PSI 28 -day compression test complies with the specified strength. Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6781 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 11/12/2007 6X 12 28.37 65,535 2,310 Cone 28 12/3/2007 6X 12 .28.37 108,445 3,820 Cone 28 12/3/2007 6X 12 28.37 102,235 3,600 Cone Specified Strength: 3,000 •PSI Sampled By: MARK COLEMAN Location: SW CORNER PARCELL # 3 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 32241 Ticket No.: 5659125 Water added at Site: 0.00 gal. By - Cement Type: Mix Time: 50 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE 13ERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** n ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Concrete Temp: 79 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 5.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 3710 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 K , Client: KOMAR INVESTMENTS, LLC Set No.: 7-6779 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age ,(Days) Date Tested Nominal Actual Area Size (Sq. Inch) Load Strength (lbs.) (psi) Type of Fracture 7 11/12/2007 6X 12 28.37 113,525 4,000 Cone 28 12/3/2007 6X 12 28.27 28H 12/3/2007 6X 12 28.27 Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN Location: F/2 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 62121A P Ticket No.: 5659084 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 58 min. Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPAN_ IES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Concrete Temp: 74 °F ASTM C1064 Ambient Temp: °F ASTM C1064 1 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer s 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY, OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6780 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) • Date Tested Nominal Actual Area Size (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/12/2007 6X 12 28.37 114,025 4,020 Cone 28 12/3/2007 6X 12 28.27 28H 12/3/2007 6X 12 . 28.27 Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN Location: E.7/2 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 62121A Ticket No.: 5659097 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 52 min. Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Concrete Temp: 76 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. l M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 r Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6781 0 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/12/2007 .6 X 12 28.37 65,535 2,310 Cone 28 12/3/2007 6X 12 28.27 28H 12/3/2007 .6 X 12 28.27 Specified Strength: 3,000 PSI Sampled By: MARK COLEMAN Location: SW CORNER PARCELL # 3 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 32241 Ticket No.: 5659125 Water added at Site: 0.00 gal.. By Cement Type: Mix Time: 50 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** . A ASTM C172 ' Date Sampled: 11/5/2007 Date Received: 11/7/2007 Concrete Temp: 79 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 5.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. j M.B.(Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6814 File No.: Date Tested Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 6X 12 79-815 HWY III (JEFFERSON & HWY 111) 2,720 LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 11/14/2007 6X 12 28.37 77,205 2,720 Cone 28 12/5/2007 6X 12 28.37 135,345 4,770 Cone 28 12/5/2007 6 X 12 28.37 140,160 4,940 Shear 28H 12/5/2007 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: EDUARDO PEREZ Location: FROM CENTER OF THE FOOTING EAST SIDE OF BLDG A Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5659290 Water added at Site: 5.00 gal. By DRIVER Cement Type: ' Mix Time: 33 min. Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 11/7/2007 Date Received: 11/8/2007 Concrete Temp: 80 °F ASTM C1064 Ambient Temp: 72 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B.(Ben) Lo Chief Engineer 4860 PSI r' 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 653.4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUTNTA-BLDG, & SAFETY 78495 CALLE TAMPICO LA QUINTA, ICA 92253 File No.: FF Date Tested Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 28.37 77,205 79 815 HWY "T (JE ERSON &.HWY 111) LA QUINTA, CA Client: KOMAR INVESTMENTS, LLC . �Seiivo:.7=6814, Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 11/14/2007 6X 12 28.37 77,205 2,720 Cone 28 12/5/2007 6X 12 28.27 28 12/5/2007 6X 12 1 28.27 28H 12/5/2007 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: EDUARDO PEREZ ASTM C172 ' Date Sampled: 11/7/2007 Date Received: 11/8/2007 Location: FROM CENTER OF THE FOOTING EAST SIDE OF BLDG A Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 80 °F ASTM C1064 Mix No.: 1085A Ambient Temp: 72 °F ASTM C1064 Ticket No.: 5659290 . Water added at Site: 5.00' gal. By DRIVER Slump: 5.00 in. ASTM C143 Cement Type: Mix Time: 33 min. Tested at: Anaheim Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B.(Ben) Lo Chief Engineer .w 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -MORTAR ASTM C270 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A _. Set No.: 7=6884 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load Strength Type of (lbs.) (psi) Fracture 8 11/16/2007 2 X 4 3.14 6,540 2,080 Cone 28 12/6/2007 2 X 4 3.14 9,610 3,060 Cone 28 12/6/2007 2 X 4 3.14 9,780 3,110 Cone Specified Strength: 1,800 PSI Sampled By: GEORGE CHAVEZ Location: DOCK WALL- 1 ST COURSE GRID E Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gal. By Cement Type: I Mix Time: 5 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/8/2007 Date Received: 11/14/2007 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 3080 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 s* CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6884 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal' Actual Area Load Size 4 (SgAnch) (lbs.) Strength Type of (psi) Fracture 8 11/16/2007 2 X 4 3.14 6,540 2,080 Cone 28 12/6/2007 2 X 4 3.14 28 12/6/2007 2 X 4 3.14 Specified Strength: 1,800 'PSI Sampled By: GEORGE CHAVEZ Location: DOCK WALL- 1 ST COURSE GRID E Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gal. By Cement Type: I Mix Time: 5 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 11/8/2007 Date Received: 11/14/2007 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. l M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -MORTAR ASTM C270 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6885 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Actual Area Load Size (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 11/20/2007 2X 4 3.14 6,200 1,970 Cone 28 12/11/2007 2 X 4 3.14 28 12/11/2007 2 X 4 1 3.14 I Specified Strength: 1,800 PSI Sampled By: GEORGE CHAVEZ Location: GRIDS 9 & C 14'-0" HIGH (WALL) Concrete Supplier: -SPEC. MIX Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gal. By 4 Cement Type: I Mix Time: 5 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY .**LAB COPY** ASTM C172 Date Sampled: 11/13/2007 Date Received: 11/14/2007 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 . ZA6 M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ss CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC Set No.: 7-6984 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA 'Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/22/2007 6X 12 28.37 65,545 2,310 Cone 28 12/13/2007 6 X 12. 28.37 104,995 3,700 Cone 28 12/13/2007 6X 12 28.37 98,805 3,480 Cone Specified Strength: 3,250 PSI Sampled By: JEFF BURGESS Location: WEST CURB LINE- PARCEL # 4 (CURB & GUTTER) Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 560C3250 Ticket No.: 5659576 Water added at Site:. 0.00 gal. By Cement Type: HN Mix Time: 30 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/15/2007 Date Received: 11/20/2007 Concrete Temp: 60 °F ASTM C1064 Ambient Temp: 68 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B.(Ben) Lo Chief Engineer 3590 PSI 28 -day compression test complies with the specified strength. Corporate: - 2992 E. La (Palma Avenue, Suite, A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632 Branch: 1313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858), 537 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C34 *s CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC Set No.: 7-6985 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG_A 79-815 HWY III (JEFFERSON & HWY-114) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/23/2007 6X 12 28.37 112,810. 3,980 Cone 28 12/14/2007 6X 12 28.37 130,410 4,600 Cone 28 12/14/2007 6X 12 28.37 136,100 4,800 Cone Specified Strength: 3,250 PSI Sampled By: JOSH A. ASTM C172 Date Sampled: 11/16/2007 Date Received: 11/20/2007 Location: CURB @ N/E END OF PROJECT RUNNING ALONG FENCE Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 67 °F ASTM C1064 Mix No.: GC560B31 Ambient Temp: 71 °F ASTM C1064 Ticket No.: 5659649 Water added at Site: 0.00 gal. By Slump: 4.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: Respectfully Submitted, Distribution: KOMAR INVESTMENTS, LLC MTGL, Inc. THE BERGMAN COMPANIES j SGPA ARCHITECTURE , MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** M.B. (Ben) Lo ;•' Chief Engineer 4700 PSI 28 -day compression test complies with the specified strength. J 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC Set No.: 7-7037 File No.: Date Nominal Tested Size Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 28.37 79-815 HWY III (JEFFERSON & HWY 111) 2,180 LA QUINTA, CA Age (Days) Date Nominal Tested Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/28/2007 6X 12 28.37 61,895 2,180 Cone 28 12/19/2007 6X 12 28.27 28 12/19/2007 6X 12 28.27 28H 12/19/2007 6X 12 28.27 Specified Strength: 3,250 ' PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTH EAST OF THE BLDG Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5699204 Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/21/2007 Date Received: 11/26/2007 Concrete Temp: 80 °F ASTM C1064 Ambient Temp: 68 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B.(Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7037 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/28/2007 6X 12 28.37 61,895 2,180 Cone 28 12/19/2007 6X 12 28.37. 117,830 4,150 Cone 28 12/19/2007 ..6 X 12 28.37 120,255 4,240 Cone 28H 12/19/2007 6X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTH EAST OF THE BLDG Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5699204 Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/21/2007 Date Received: 11/26/2007 Concrete Temp: 80 OF ASTM C1064 Ambient Temp: 68 OF ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 4200 PSI 28 -day compression test complies with the specified strength. Y 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7058 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Nominal Actual Area Load Tested Size (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 12/3/2007 6X 12 28.37 82,365 2,900 Cone 28 12/24/2007 6X 12 28.27 28 12/24/2007 6X 12 28.27 28H 12/24/2007 6X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTHEAST, SIDE OF THE BLDGS Concrete Supplier: ROBERTSON'S READY MIX. Mix No.: -GC560B33 Ticket No.: 5693813 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 49 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE f MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG &SAFETY **LAB COPY** ' ASTM C172 Date Sampled: 11/26/2007 Date Received: 11/28/2007 Concrete Temp: 66 °F ASTM C1064 Ambient Temp: 55 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7058 _ File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age Date (Days) Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 12/3/2007 6X 12 28.37 82,365 2,900 Cone 28 12/24/2007 6X 12 28.37 125,425 4,420 Shear 28 12/24/2007 6X 12 28.37 1 123,815 4,360 Cone 28H. 1 12/24/2007. 6 X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTHEAST SIDE OF THE BLDGS Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5693813 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 49 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES' SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 11/26/2007 Date Received: 11/28/2007 Concrete Temp: 66 °F ASTM C1064 Ambient Temp: 55 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 4390 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 U CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A _ Set No.: 7-7076 File No.: Date Tested Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 12/4/2007 79-815 HWY III (JEFFERSON & HWY 111) 28.37 LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/4/2007 6X 12 28.37 108,770 3,830 Cone 28 12/25/2007 6X 12 28.27 28 12/25/2007 6X 12 28.27 28H 12/25/2007 6X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTHEAST SIDE OF THE BLDGS. Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5693849 Water added at Site: 5.00 gal. By DRIVER Cement Type: Mix Time: 45 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/27/2007 Date Received: 11/29/2007 Concrete Temp: 67 °F ASTM C1064 Ambient Temp: 59 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B.(Ben) Lo Chief Engineer r 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 6534666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Y Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7076 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age . (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/4/2007 6X 12 28.37 108,770 3,830 Cone 28 12/25/2007 6X 12 28.37 149,990 5,290 Cone 28 12/25/2007 6X 12 28.37 1 151,665 1 5,350 1 Cone 28H 12/25/2007 6X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTHEAST SIDE OF THE BLDGS. Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33' w Ticket No.: 5693849 Water added at Site: 5.00 gal. By DRIVER Cement Type: Mix Time: 45 ; min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY i **LAB COPY** A ASTM C172 Date Sampled: 11/27/2007 Date Received: 11/29/2007 Concrete Temp: 67 OF ASTM C1064 Ambient Temp: 59 OF ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 5320 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7096 File No.: Permit No.: 07-819 . Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq.Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/5/2007 6X 12 28.37 92,835 3,270 Cone 28 12/26/2007 6X 12 28.27 • 28 12/26/2007 6X 12 28.27 28H 12/26/2007 6X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTHEAST SIDE OF THE BLDGS. Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5693887 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 33 min. Remarks: Distribution: ' KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/28/2007 Date Received: 12/3/2007 Concrete Temp: 72 °F ASTM C1064 Ambient Temp: 58 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. l r M.B.(Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 6534666 • Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 s* CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A+ Set No.: 7-7096 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Actual Area Size (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 7 12/5/2007 6X 12 28.37 92,835 3,270 Cone 28 , 12/26/2007 6X 12 28.37 156,290 5,510 Shear 28 12/26/2007 6X 12 28.37 1 155,035 5,470 Shear 28H 12/26/2007 6X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTHEAST SIDE OF THE BLDGS. Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5693887 Water added at Site: 0.00 . gal. By Cement Type: Mix Time: 33 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** 0 A ASTM C172 Date Sampled: 11/28/2007 Date Received: 12/3/2007 Concrete Temp: 72 °F ASTM C1064 Ambient Temp: 58 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. . . 0 4�1 "41 ,//46 M.B. (Ben) Lo Chief Engineer 5490 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 5 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC ^ Set No.: 7-7097 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Nominal Actual Area Tested Size (Sq. Inch) Load (lbs.) Strength (psi) Type of 'Fracture 7 12/6/2007 6X 12 28.37 70,670 2,490 Cone 28 12/27/2007 6X 12 28.27 28 12/27/2007 6X 12 28.27 28H 12/27/2007 6X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ ASTM C172 Date Sampled: 11/29/2007 Date Received: 12/3/2007 Location: CURB & GUTTER MIDDLE SECTION OF THE PARKING LOT r Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 66 "F ASTM C1064 Mix No.: GC560B33 Ambient Temp: 54 °F ASTM C1064 Ticket No.: 5693954 Water added at Site: 0.00 gal. By Slump: 5.00 in. ASTM C143 Cement Type: Mix Time: 36 min. Tested at: Anaheim Remarks Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7097 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load Strength (lbs.) (psi) Type of Fracture 7 12/6/2007 6X 12 28.37 70,670 2,490 Cone 28 12/27/2007 6X 12 28.37 117,155 4,130 Cone 28 12/27/2007 6X 12 28.37 121,265 4,270 Cone 28H 12/27/2007 6X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER MIDDLE SECTION OF THE PARKING LOT Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5693954 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 36 min. Remarks: A Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 11/29/2007 Date Received: 12/3/2007 Concrete Temp: 66 OF ASTM C1064 Ambient Temp: 54 OF ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B.(Ben) Lo Chief Engineer 4200 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Client: KOMAR INVESTMENTS, LLC -Set No.: 7-7152 Age Date (Days) Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 28 12/31/2007 6X 12 28.37 124,065 4,370 Cone 28 12/31/2007 6X 12 28.37 127,705 4,500 Cone 28H 12/31/2007 6X 12 28.27 Specified Strength: 3,250 PSI Sampled By: MARK COLEMAN Location: CURB AT INTERIOR PARKING AREA Concrete Supplier: ROBERTSON'S READY MIX , Mix No.: GC560B33 Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Mix Time: 68 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY • **LAB COPY** ASTM C172 Date Sampled: 12/3/2007 Date Received: 12/5/2007 Concrete Temp: 60 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 6.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 4440 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 6534999 Fax: (951) 6534666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7199 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINT& CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) - Type of Fracture 7 12/13/2007 6X 12 28.37 97,995 3,450 Cone 28 1/3/2008 6X 12 28.37 134,155 4,730 Cone 28 1/3/2008 6X 12 28.37 1 134,330 1 4,740 1 Shear Specified Strength: 3,000 PSI Sampled By: PHOENIX FEATHEROCK ASTM C172 Location: A-1 COLUMN CAISSONS WEST SIDE OF BLDG N/COLUMN Concrete Supplier: ROBERTSON'S READY MIX Mix No.: - 1085A Ticket No.: 5694380 Water added at Site: 0.00 gal. By. Cement Type: Mix Time: min. Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. 'CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A Date Sampled: 12/6/2007 Date Received: 12/7/2007 Concrete Temp: 68 °F ASTM C1064 Ambient Temp: 60 °F ASTM C1064 Slump: 3.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 4740 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC Set No.: 7-7199 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 12/13/2007 6X 12 28.37 97,995 3,450 Cone 28 1/3/2008 6X 12 28.27 ' 28 1/3/2008 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By: PHOENIX FEATHEROCK ASTM C172 Date Sampled: 12/6/2007 Date Received: 12/7/2007 Location: A-1 COLUMN CAISSONS WEST SIDE OF BLDG N/COLUMN Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: 68 °F ASTM C1064 Mix No.: 1085A Ambient Temp: 60 °F ASTM C1064 Ticket No.: 5694380 Water added at Site: 0.00 gal. By Slump: 3.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC Respectfully Submitted,MTGL, Inc. THE BERGMAN COMPANIES SGPA ARCHITECTURE , MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653A666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC — - -- — - Set No.: 7-7354 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/21/2007 6X 12 28.37 118,620 4,180 Cone 28 1/11/2008 6 X 12 28.37 148,805 5,250 Cone 28 1/11/2008 6X 12 28.37 150,495 5,300 Cone & Split ^ Specified Strength: 4,500 PSI Sampled By: JOSH A. ASTM C172 Date Sampled: 12il4/2007 Date Received: 12/19/2007 Location: 2 BLDG. COLUMNS AT ENTRANCE FACING N/W ON BLDG AT S/E CORNER OF MAIN JOB SITE. - Concrete Supplier: ROBERTSON'S READY MIX Concrete Temp: °F ASTM C1064 Mix No.: 62121A Ambient Temp: 2 °F ASTM C1064 Ticket No.:, 5694744 Water added at Site: 0.00 gal. By Slump: 4.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: BLDG A CAST IN PLACE COLUMNS ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. j M.B. (Ben) Lo Chief Engineer 5280 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7354 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR -LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq..Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/21/2007 6X 12 28.37 118,620 4,180 Cone 28 1/11/2008 6X 12 28.27 28 1/11/2008 6X 12 1 28.27 A Specified Strength: 4,500 PSI Sampled By: JOSH A. ASTM C172 Date Sampled: 12/14/2007 Date Received: 12/19/2007 Location: 2 BLDG. COLUMNS AT ENTRANCE FACING N/W ON BLDG AT S/E CORNER OF MAIN JOB SITE. - Concrete Supplier: ROBERTSON'S READY MDC Concrete Temp: °F ASTM C1064 Mix No.: 62121A Ambient Temp: 2 °F ASTM C1064 Ticket No.: 5694744 Water added at Site: 0.00 gal. By Slump: 4.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: BLDG A CAST IN PLACE COLUMNS ADMDC- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. 1 M.B.(Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6884 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 8 11/16/2007 2 X 4 3.14 6,540 2,080 Cone 28 12/6/2007 2 X 4 3.14 28 12/6/2007 2 X 4 3.14 A Specified Strength: 1,800 PSI Sampled By: GEORGE CHAVEZ ASTM C172 Date Sampled: 11/8/2007 Date Received: 11/14/2007 Location: DOCK WALL- 1ST COURSE GRID E Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gal. By Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 Cement Type: I Mix Time: 5 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer _411 Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6885 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/20/2007 2 X 4 3.14 6,200 1,970 Cone 28 12/11/2007 2 X 4 3.14 28 12/11/2007 2 X 4 3.14 Specified Strength: 1,800 PSI Sampled By: GEORGE CHAVEZ Location: GRIDS 9 & C 14'-0" HIGH (WALL) Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gal. By Cement Type: I Remarks: Mix Time: 5 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** min. A ASTM C172 Date Sampled: 11/13/2007 Date Received: 11/14/2007 Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6619 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 8 10/31/2007 3 X 3 X 6 9.92 26,365 2,660 N/A 28 11/20/2007 3 X 3 X 6 9.80 42,180 4,310 N/A 28 11/20/2007 3 X 3 X 6 9.92 40,610 4,090 N/A Specified Strength: 2,000 PSI Sampled By: GEORGE CHAVEZ Location: WALL- GRIDS F & 5, AT 25'-8" HIGH Concrete Supplier: SUPERIOR READY MIX Mix No.: D66P-8 Ticket No.: 44295 Water added at Site: 15.00 gal. By Cement Type: II Remarks: Mix Time: 55 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/23/2007 Date Received: 10/29/2007 Concrete Temp: 78 Ambient Temp: 90 °F ASTM C1064 °F ASTM C1064 Slump: 8.00 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 4200 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6617 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 8 10/31/2007 2 X 4 3.14 6,445 2,050 Cone 28 11/20/2007 2 X 4 3.14 9,535 3,040 Cone 28 11/20/2007 2 X 4 3.14 10,310 3,280 Cone A Specified Strength: 1,800 PSI Sampled By: GEORGE CHAVEZ ASTM C172 Date Sampled: 10/23/2007 Date Received: 10/29/2007 Location: GRIDS 8 & F, 20'-0" HIGH Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gal. By Cement Type: I Remarks: Mix Time: 5 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 3160 PSI 28-day compression test complies with the specified strength. Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6618 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 9 10/31/2007 3 X 3 X 6 9.18 21,080 2,300 N/A 28 11/19/2007 3 X 3 X 6 9.30 29,165 3,140 N/A 28 11/19/2007 3 X 3 X 6 9.18 29,305 3,190 N/A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH A ASTM C172 Date Sampled: 10/22/2007 Date Received: 10/29/2007 Location: WEST WALL LINE 1 & 2, BETWEEN F.5 TO B TO 18' AFF, 4TH LIFT Concrete Supplier: SUPERIOR READY MD( Mix No.: Ticket No.: 59710 Water added at Site: 35.00 gal. By CONTRACTOR Cement Type: II/V Mix Time: 50 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY" Concrete Temp: 74 Ambient Temp: 79 °F ASTM C1064 °F ASTM C1064 Slump: 9.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 3160 PSI 28-day compression test complies with the specified strength. ENGINEERS, INC. 8380 MIRAMAR MALL MITE 225 • SAN DIEGO,-CALIFORNIA 92121 858/453-7339 • FAX 858/453-7445 November 19, 2007 Mr_ Mike Ashor SCIPA Arm . Planning 1545 Hotel Cirde South, Studio 200 San Diego, CA 92108 Re: Komar Desert Center, Buildings A Highway 111 & Jefferson La Quinta, CA 92253 Dear Mr. Ashur: Project No. 3234.7 This letter is in regards to the above referenced project site visit on November 16, 2007, for observing the HSS6x6x1/4 interior cokmmt damaged due to being hit by the Forklift. Mr. Steve Kurtz and Mr. Brad Hoyt of The Bergman Companies were preset at the site. Based on the visual observation of the column, the following is ow comments: 1. Cat the damaged HSS6x6x1/4 column 8" above the concrete slab and 8" blow the steel truss girder connection, and fall peas weld a new HSS6x6x1/4 column instead. In addition it was observed that the top chord of the steel truss girder, framing into the damaged column was twisted as well. This issue shall be reviewed and resolved by the steel truss girder manufacturer. 2. During our walk thru building A it was noticed that the exterior canopy connection to the building wall, in detail 17/SD3, the L6x3 1/2x3/8 angle did not have 3" long slotted holes as called -out on the detarT. This problem shall be fixed by the contractor, and the 3" slotted holes shall be added. The bolt shall be centered on the slotted holes Our comments are only intended to help the contractor and special inspectors in drug their work and should not be considered as approval ofthe construction. ffyou have any questions, please feel fee to contact me. Regards, — Andre Malek, S.E. Malek Engineers, Inc. MEMBER OF STRUCTURAL ENGINEERS ASSOCIATION OF CALIFORNIA Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6909 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 7 11/21/2007 3 X 3 X 6 9.89 41,195 4,170 N/A 28 12/12/2007 3 X 3 X 6 9.83 54,130 5,510 N/A 28 12/12/2007 3 X 3 X 6 9.73 52,505 5,390 N/A Specified Strength: 2,000 PSI Sampled By: GEORGE CHAVEZ Location: WALL -GRIDS 9 & D- 14'-0" HIGH (HIGH LIFT) Concrete Supplier: SUPERIOR READY MIX Mix No.: D66P-8 Ticket No.: 44843 Water added at Site: 15.00 gal. By FOREMAN Cement Type: II/V Mix Time: 74 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 11/14/2007 Date Received: 11/15/2007 Concrete Temp: 86 Ambient Temp: 91 °F ASTM C1064 °F ASTM C1064 Slump: 8.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 5450 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6885 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/20/2007 2 X 4 3.14 6,200 1,970 Cone 28 12/11/2007 2 X 4 3.14 8,700 2,770 Cone 28 12/11/2007 2 X 4 3.14 8,920 2,840 Cone A Specified Strength: 1,800 PSI Sampled By: GEORGE CHAVEZ ASTM C172 Date Sampled: 11/13/2007 Date Received: 11/14/2007 Location: GRIDS 9 & C 14'-0" HIGH (WALL) Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Water added at Site: 0.00 gal. By Slump: in. ASTM C143 Cement Type: I Mix Time: 5 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 2800 PSI 28-day compression test complies with the specified strength. Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6427 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/19/2007 9 X 8 X 16 65.79 168,160 2,560 N/A 28 11/9/2007 8 X 8 X 16 64.00 28 11/9/2007 8 X 8 X 16 64.00 Specified Strength: 2,000 PSI Sampled By: DONALD SMITH Location: 3RD LIFT TO 13'-4" AFF Concrete Supplier: ANGELES BLOCK Mix No.: Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Remarks: Mix Time: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of COMPRESSIVE STRENGTH -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6426 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/19/2007 3 X 3 X 6 9.24 18,025 1,950 N/A 28 11/9/2007 3 X 3 X 6 9.00 28 11/9/2007 3 X 3 X 6 9.00 A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Location: 3RD LIFT LINE F,F.5 & G BETWEEN 1-8 FROM 8' TO 13'-4" AFF Concrete Supplier: SUPERIOR READY MIX Mix No.: Ticket No.: 44043 Water added at Site: 20.00 gal. By CONTRACTOR Concrete Temp: 76 Ambient Temp: 67 °F ASTM C1064 °F ASTM C1064 Slump: 8.00 in. ASTM C143 Cement Type: II/V Mix Time: 51 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6425 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/19/2007 2 X 4 3.14 3,750 1,190 Cone 28 11/9/2007 2 X 4 3.14 28 11/9/2007 2 X 4 3.14 A Specified Strength: 1,800 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Location: 3RD LIFT @ LINE A-5 TO 8 TO 13'-4" AFF Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Concrete Temp: 67 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Water added at Site: 0.00 gal. By Slump: in. ASTM C143 Cement Type: II/V Mix Time: 5 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6985 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/23/2007 6 X 12 28.37 112,810 3,980 Cone 28 12/14/2007 6 X 12 28.27 28 12/14/2007 6 X 12 28.27 A Specified Strength: 3,250 PSI Sampled By: JOSH A. ASTM C172 Date Sampled: 11/16/2007 Date Received: 11/20/2007 Location: CURB @ N/E END OF PROJECT RUNNING ALONG FENCE Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B31 Ticket No.: 5659649 Water added at Site: 0.00 gal. By Concrete Temp: 67 Ambient Temp: 71 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6620 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/2/2007 8 X 8 X 16 58.60 104,705 1,790 N/A 28 11/23/2007 8 X 8 X 16 58.83 128,370 2,180 N/A 28 11/23/2007 8 X 8 X 16 58.98 131,360 2,230 N/A Specified Strength: 1,500 PSI Sampled By: GEORGE CHAVEZ Location: WALL- GRIDS F.5 & 1- 29'-4" HIGH Concrete Supplier: SUPERIOR READY MD{ Mix No.: D66P-8 Ticket No.: 44372 Water added at Site: 30.00 gal. By FOREMAN Cement Type: II/V Remarks: Mix Time: 90 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** min. A ASTM C172 Date Sampled: 10/26/2007 Date Received: 10/29/2007 Concrete Temp: 74 Ambient Temp: 86 °F ASTM C1064 °F ASTM C1064 Slump: 8.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 2200 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6984 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/22/2007 6 X 12 28.37 65,545 2,310 Cone 28 12/13/2007 6 X 12 28.27 28 12/13/2007 6 X 12 28.27 A Specified Strength: 3,250 PSI Sampled By: JEFF BURGESS ASTM C172 Date Sampled: 11/15/2007 Date Received: 11/20/2007 Location: WEST CURB LINE- PARCEL # 4 (CURB & GUTTER) Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 560C3250 Ticket No.: 5659576 Water added at Site: 0.00 gal. By Concrete Temp: 60 Ambient Temp: 68 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Cement Type: II/V Mix Time: 30 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL., Inc. M.B. (Ben) Lo Chief Engineer Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6909 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/21/2007 3 X 3 X 6 9.89 41,195 4,170 N/A 28 12/12/2007 3 X 3 X 6 9.00 28 12/12/2007 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By: GEORGE CHAVEZ Location: WALL -GRIDS 9 & D- 14'-0" HIGH (HIGH LIFT) Concrete Supplier: SUPERIOR READY MIX Mix No.: D66P-8 Ticket No.: 44843 Water added at Site: 15.00 gal. By FOREMAN Cement Type: II/V Remarks: Mix Time: 74 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** min. A ASTM C172 Date Sampled: 11/14/2007 Date Received: 11/15/2007 Concrete Temp: 86 Ambient Temp: 91 °F ASTM C1064 °F ASTM C1064 Slump: 8.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego 1 Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work SSW X INSPECTOR TECHNICIAN ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 SUB -CONTRACTOR: SunWood Construction 14161 Slsworth Street Ste. G Moreno Valley, CA INSPECTION ADDRESS: 79-815 Highway 111 LaOuinta, CA AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) FOR WEEK ENDING 11/24/2007 REPORT NO. 1 PLAN FILE NO. APPROVED SHOP DRAWINGS (Y) PG 1 PROJECT NAME: Komar Desert Center PROJECT NO. 2145A02 Building - A PERMIT NO. 07-819 ADDRESS OF PROJECT: 79-815 Highway 111 La Quinta, CA OF 1 REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL r 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 ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Donald Elliot CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINES: Lincoln Classic III D AREA, GRIDLINES, PIECES OBSERVED: Show up Time Welder not at jobsite STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS: INCLUDING MEETINGS: (PER APPROVED PLANS) REWORK AS PERCENT OF ALL WORK TODAY: WEATHER: HOT TEMPERATURE: 85 Deg. F SITE TIME START: LUNCH PERIOD: 7:00 AM none PERCENT PROJECT COMPLETION: SAMPLES TAKEN: TESTS REQUIRED: SITE TIME FINISH: 9:00 AM TRAVEL TIME: I DO BY 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 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar Print Name 11/192007 Date Of Report 0849264-85 ICBO Certification Number City of La Quinta City / County Certification Number CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego I Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW ARCHITECT: SGPAArchitecture and Planning 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) (N) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING 11/24/2007 PROJECT NO. 2145A02 Building - A ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego. CA 92121 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 SUB -CONTRACTOR: Law Steel 820 South Hathaway Bldg. B Banning, CA 92220 INSPECTION ADDRESS: 79-815 Highway 111 La Quinta. CA REPORT NO. 1 PLAN FILE NO. PG PROJECT NAME: Komar Desert Center PERMIT NO. 07-819 OF 1 ADDRESS OF PROJECT: 79-815 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO 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 ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, 50 NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (FCAW) E71T-8 WELDERS: Jason Law, Giovany R. Elena CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: Miller Trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: (1) Complete joint penetration weld splicing of the tube steel column replacement that was damaged on site at line E16. (NOTE) Work was performed as per item No. 1 in the letter from Malek Engineers, Inc. and is included with this report. (2) Relocate and weld the connection plates on the west face at the top of the tube steel columns on lines 9/C.5 and 9/D.5. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: WEATHER: COOL SAMPLES TAKEN: TEMPERATURE: 75 Deg. F TESTS REQUIRED: PERCENT PROJECT COMPLETION: SITE TIME START: 8:00 AM LUNCH PERIOD: none SITE TIME FINISH: 12:00 PM TRAVEL TIME: V IFl D BY I DO BY CERTIFY THAT 1 HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. vv� Signature Steve W. Bodnar Print Name 11 /20/2007 0849264-85 ICBO Certification Number City of La Quinta Date Of Report City / County Certification Number www.mtglinc.com MTGL Project0: Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 r p Permit # 07 - ab' 1 q Report # PG DF San Diego/Imperial County 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File #: DSA/OSHPD APPL#: DSA / LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non -compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT dA .\ r'1 Ce-- c��-e-r DATE 1/ +2i+0 7 ARCHrTE l►11���]J} TIME RFUVV}EJ TIMME p PARTED S ,' - • ;OQ /�rcj ENGINEE(S J l TRAAAVI E LUjVCH TIME CDNTRPR Q SUBCONTRACIDIX4r � INSPECTI DDRE5 5 ADDRESS OF PROJECT 7q-al� t illC 00I14 CO:k ==3 Saj �� TYPE OF INSPECTION ❑ ❑ ENGINEERED FILL ❑ ❑ FOUNDATION ❑ ❑ BACK FILL ❑ BATCH PLANT ❑ MASONRY ■ FIREPROOFING ❑ PT CONCRETE ❑ HIGH STRENGTH BOLTING ❑ ANCHOR/DOWEL 1LIN , SHOTCRETE ❑ WELDING ❑ NDE HELD ❑ CONCRETE ❑ SHOP WELD ❑ NDE SHOP ❑ DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y ❑ N ❑ SPECS: Y ❑ N ❑ APPROVED DOCUMENTS: APPROVED PLANS Y ❑ N ❑ APPROVED SHOP DRAWING Y ❑ N ❑ idATERI�� BY CUP1� AC]' (I�N`CLUDE RFSC; REPORT fl� MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT / MANPOWER USED: AREA, GRID LINES, PIECES INSPECT C � � u STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PE ENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS L'17' WAS NOT ❑ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS 1 WAS NOT ❑ N/A ❑ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner THE WORK INSPECTED MET DID NOT MEET THE requirements of the DSA/OSHPDIPROACT appwved dacli 1 ents. Samples taken: / J4 �TQV e is . Cir h IA 1A 1 IY �n t'.vllC� r7 ?'1 Weather: Certification #: Verified by: es Print Name /4 Y97 CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 FOR WEEK ENDING 11/24/2007 PROJECT NO. 2145A02 Building - A ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 REPORT NO. 2 PG 1 OF 1 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 PLAN FILE NO. PERMIT NO. 07-819 SUB -CONTRACTOR: SunWood Construction 14161 Slsworth Street Ste. G Moreno Valley, CA PROJECT NAME: Komar Desert Center INSPECTION ADDRESS: 79-815 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-815 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SUBMIT A COPY WITH YOUR WEEKS REPORTS. -REVIEW PREVIOUS REPORTS AND LISTS MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Donald Elliot CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINES: Lincoln Classic III D AREA, GRIDLINES, PIECES OBSERVED: Welding Copmpleted: (1) Top cord ends of the roof joists to the top flange of the W21x44 steel beam from line A.1/2.9 to A.9/2.1. (2) Top cord ends of the roof joists to the top cord of the roof girders on lines 4/A to F and 5/A to F. (3) Plate straps to the top cord ends of the roof joists on lines 4/A to F and 5/A to F. (4) Knife plates between the top cord ends of the roof girders on lines 5/C, 5/D and 5/E. (5) Knife plate from the top cord end of the roof girder to the CMU wall embed on line F/4. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: WARM SAMPLES TAKEN: TEMPERATURE 77 Deg. F TESTS REQUIRED: SITE TIME START: 6:30 AM SITE TIME FINISH: 3:00 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: RIFIED BY I DO BY 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 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar Print Name 11 /21 /2007 0849264-85 ICBO Certification Number City of La Quinta Date Of Report City / County Certification Number CORPORATE San Diego 1 Imperial County Inland Empire 2992 E. La Palma Ave., Suite A 7313 Carroll Road, Suite G 14467 Meridian Bldg. 2A Anaheim, CA 92806 San Diego, CA 92121 Riverside, CA 92518 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 REP Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 FOR WEEK ENDING 11/24/2007 PROJECT NO. 2145A02 Building - A ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 REPORT NO. 3 PG 1 OF 1 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 PLAN FILE NO. 'PERMIT NO. 07-819 SUB -CONTRACTOR: SunWood Construction 14161 Slsworth Street Ste. G Moreno Valley, CA PROJECT NAME: Komar Desert Center INSPECTION ADDRESS: 79-815 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-815 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO 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 ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Donald Elliot CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINES: Lincoln Classic III D AREA, GRIDLINES, PIECES OBSERVED: Welding Copmpleted: (1) Knife plates between the top cord ends of the roof girders on lines 4/c, 4/D and 4/E. (2) Hold down plates to the top cord of the roof girders to accept the wood nailers on lines 4/A to F and 5/A to F. (3) Top cord ends of the roof joists to the CMU wall embeds on line 2/A.9 to F. (4) Seismic sway braces from thr bottom cord of the roof joists to the bottom cord of the roof girders on lines 4/A.5, 4/C.5, 4/D.3 and 4/E.6. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: WARM SAMPLES TAKEN: TEMPERATURE: 75 Deg. F TESTS REQUIRED: SITE TIME START: 6:30 AM SITE TIME FINISH: 12:30 PM LUNCH PERIOD: none TRAVEL TIME: rVERIFIED BY I DO BY 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 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar Print Name 11/23/2007 0849264-85 ICBO Certification Number City of La Quinta Date Of Report City / County Certification Number 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6311 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/11/2007 2 X 4 3.14 6,985 2,220 Cone 28 11/1/2007 2 X 4 3.14 28 11/1/2007 2 X 4 3.14 Specified Strength: 1,800 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/4/2007 Date Received: 10/8/2007 Location: 1ST LIFT LINE 8 BETWEEN A TO B FROM F.F. TO 3'-4" Concrete Supplier: SPEC. MIX Mix No.: Ticket No.: Water added at Site: 0.00 gal. By Cement Type: S Remarks: Mix Time: 5 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY" Concrete Temp: 82 Ambient Temp: 76 °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: 2992 E. La Palma Ave. , Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 FIELD REPORT Branch: 7313 Carroll Road, Suite G San Diego CA. 92121 Tel: 858.537.3999 Fax 858.537.3990 TYPE OF WORK ARCHITECT ENGINNER CONTRACTOR SUB -CONTRACTOR INSPECTION ADDRESS REINFORCED CONCRETE SGPA MALEK THE BERGMAN COMPANY NIBBELINK MASONRY BLDG "A" AVAILABLE REPORTS APPROVED (Y)(N) FOR WEEK ENDING PLAN FILE NO. PERMIT NO. PROJECT NAME ADDRESS OF PROJECT 10/20/07 07- 819 PLANS SPECS SOILS SHOPS ( Y ) (Y] (Y) (Y1 PROJECT NO. 2145A02 KOMAR DESERT CENTER 79 — 815 HWY 111 LA QUINTA REPORT REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTGL SOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS. IF THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., 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 REPORT. MATERIALS USED BY CONTRACTOR (INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORTS): 8 x 8 x 16", 8 x 4 x 16", Angelus C-90 m.w. open end splitface & precision cmu's & 16 x 8 x 16, 12 x 8 x 16 precision column block, Spec -mix type "S" mortar A-615 60 grade reinforcing steel, CONTRACTOR EQ1JIPT 4ENT /MAN POWER USED: Mason hand tools, gas powered paddle mortar mixer, 1 foreman, 7 masons, 6 tenders AREA. GRID LINES, PIECES OBSERVED: Cmu lay-up — completed 4th lift lines 1 & 2 — between F.5 to B to 18" A.F.F., also completed 5th lift (a south wall line F & G — between line 8 to MCJ 44 5.3, also east wall lines 7 & 8 — between A to G & line A — between 8 to MCJ (w 5.3 to 22' 8" above finish floor. Masonry contractor starting to install roof embeds. No deficiencies noted. STRUCTURAL NOTES, DETAILS, OR RFIS USED: Masonry notes & details on sheets Si, S2, 53, SD. I, SD.2, SD.3, SD.4 REMARKS, INCLUDING MEETINGS: Masonry — on site for continuous masonry inspection, verified proper cmu lay-up procedures & techniques. Verified reinforcing steel placement for type, size, grade, splice lap, spacing & clearance for cmu wall during construction. Verified proper mortar mixing & handlingprocedures. No deficiencies noted. WEATHER: Clear TEMPERATURE: 60's — 80's SAMPLES TAKEN: None TEST REQUIRED: Slump, temperature, SITE TIME START: 6:30 AM LUNCH PREIOD: SITE TIME FINISH: 2:30 PM I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS ILS INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS, SPECS, AND APPLICABLE SECTION OF I PIN CODE , UNO SIGNATURE:X THURS: 10 /18 / 2007 Date of Report PRINT NAME: DONALD SMITH ICBO Certification Number: 1037223-84, 88 City / county Certification number: 46 Corporate: 2992 E. La Palma Ave. , Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 FIELD REPORT Branch: 7313 Carroll Road, Suite G San Diego CA. 92121 Tel: 858.537.3999 Fax 858.537.3990 TYPE OF WORK REINFORCED CONCRETE AVAILABLE REPORTS APPROVED (Y) (N) PLANS SPECS SOILS (Y) (Y) (Y) SHOPS (Y) ARCHITECT SGPA FOR WEEK ENDING 10/20/07 PROJECT NO. 2145A02 ENGINNER MALEK PLAN FILE NO. CONTRACTOR THE BERGMAN COMPANY PERMIT NO. 07- 819 SUB -CONTRACTOR NIBBELINK MASONRY PROJECT NAME KOMAR DESERT CENTER INSPECTION ADDRESS BLDG "A" ADDRESS OF PROJECT 79 — 815 HWY 111 LA QUINTA ICBO FIELD INSPECTION MANUAL/MTGL SOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS. IF THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., 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 REPORT. MATERIALS USED BY CONTRACTOR (INCLUDING RESEARCH REPORTS NO. OR MATERIAL ZEST REPORTS): 8 x 8 x 16", 8 x 4 x 16", Angelus C-90 m.w. open end splitface & precision cmu's & 16 x 8 x 16, 12 x 8 x 16 precision column block, Spec -mix type "S" mortar A-615 60 grade reinforcing steel, 19.50 cubic yards of 2000-psi grout, Superior ready mix # D66P-8 CONTRACTOR EQUIPTMENT / MAN POWER USED: Mason hand tools, gas powered paddle mortar mixer, 1 foreman, 7 masons, 6 tenders AREA, GRID LINES, PIECES OBSERVED: Cmu lay-up — finished 4th lift precision cmu's g north wall @ line A — between 3 to 8 to 18' above finish floor, starting 4th lift lines 1 & 2 — between F.5 to B Grout placement — 3rd lift @ west wall lines 1 & 2 — between F.5 to B to 13'4" above finish floor, also 46 lift south wall line F & G — between line 8 to MCJ [J 5.3, east wall lines 7 & 8 —between A to G, line A — between 8 to MCJ Q 5.3 to 18' above finish floor. No deficiencies noted. STRUCTURAL NOTES, DETAILS, OR RFIS USED: Masonry notes & details on sheets Si, 52, 53, SD.1, SD.2, SD.3, SD.4 REMARKS, INCLUDING MEETINGS: Masonry — on site for continuous masonry inspection, verified proper cmu lay-up procedures & techniques. Verified reinforcing steel placement for type, size, grade, splice lap, spacing & clearance for cmu wall during construction. Verified proper mortar mixing & handling procedures. Monitored placement, consolidation & re -consolidation by mechanical vibrator of 19.50 cubic yards of 2000-psi grout for cmu walls noted above. No deficiencies noted. WEATHER: Clear/windy SAMPLES TAKEN: None 60's — 80's TEST REQUIRED: Slump, temperature, ryTEMPERATURE: SITE TIME START: 6:30 AM SITE TIME FINISH: 3:00 PM LUNCH PREIOD: TRAVEL TIME: VERIFIEW 1 Lu C l t(11r Y 1 HA 1 l HA VP PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS W TH TI SOILS INVESTIGATION RECOMMENDATION AND / OR THE APPROVED PLANS, SPECS, AND APPLICABLE SECTION OF THE BUILDING CODES, UNO SIGNATURE: 0049 PRINT NAME: DONALD SMITH WED: 10 /17 / 2007 Date of Report ICBO Certification Number: 1037223-84, 88 City / county Certification number: Corporate: 2992 E. La Palma Ave. , 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 FIELD REPORT TYPE OF WORKAVAILABLE REINFOR EDCONCRETE REPORTS APPROVED ( Y ) ( N ) PLANS SPECS SOILS c Y) (Y) (Y) SHOPS (Y) ARCHITECT SGPA FOR WEEK ENDING 10/20/07 1 PROJECT NO. 2145A02 ENGINNER MALEK PLAN FILE NO. CON TRACTOR THE BERGMAN COMPANY PERMIT NO. 07- 819 SUB -CONTRACTOR NIBBELINK MASONRY PROJECT NAME KOMAR DESERT CENTER INSPECTION ADDRESS BLDG "A" ADDRESS OF PROJECT 79 — 815 HWY 111 LA QUINTA lt�t'i1x1 REQUIREMENTS: ICBO FIELD INSPECTIOi� MANUAL(MTGL SOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS. IF THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., 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 REPORT. MATERIALS USED BY CONTRACTOR (INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORTS): 8 x 8 x 16", 8 x 4 x 16", Angelus C-90 m.w. open end splitface & precision cmu's & 16 x 8 x 16, 12 x 8 x 16 precision column block, Spec -mix type "S" mortar A-615 60 grade reinforcing steel, CONTRACTOR EQUIPTMENT / MAN POWER USED: Mason hand tools, gas powered paddle mortar mixer, 1 foreman, 5 masons, 4 tenders AREA, GRID LINES, PIECES OBSERVED: Cmu Iay-up — finished 4th lift Cad split -faced & precision cmu's C(� south & east walls @ lines G, F.5, F — between 1 to 8, line 8 — between G to E.3 to 18' above finish floor Approximately 1000 units laid -up STRUCTURAL NOTES, DETAILS, OR RFIS USED: Masonry notes & details on sheets Si, S2, S3, SD.1, SD.2, SD.3, SD.4 REMARKS, INCLUDING MEETINGS: Masonry — on site for continuous masonry inspection, verified proper cmu lay-up procedures & techniques. Verified reinforcing steel placement fope, size, grade, splice lap, spacing & clearance for cmu wall during construction. Verified_proper mortar mixing & handling procedures. WEATHER: Partly cloudy/windy SAMPLES TAKEN: None TEMPERATURE: 60's — 80's TEST REQUIRED: Slump, temperature, f c 1 SITE TIME START: 6:30 AM LUNCH PREIOD: SITE TIME FINISH: TRAVEL TIME: 3:00 PM VERIF I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WO OMPL i I Tl5 INVESTIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS, SPECS, AND APPLICABLE SECTION Ol• UILD t CODES, SIGNATURE: PN.c� PRINT NAME: DONALD SMITH TOES: 10 /16 / 2007 Date of Report ICBO Certification Number: 1037223-84, 88 City / county Certification number: Corporate: 2992 E. La Palma Ave. , Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 TYPE OF WORK REINFORCED CONCRETE ARCHITECT SGPA ENG-INNER MALEK CONTRACTOR THE BERGMAN COMPANY SUB -CONTRACTOR NIBBELINK MASONRY INSPECTION ADDRESS BLDG "A" FIELD REPORT AVAILABLE REPORTS APPROVED (Y)(N) FOR WEEK ENDING PLAN FILE NO. PERMIT NO. PROJECT NAME ADDRESS OF PROJECT Branch: 7313 Carroll Road, Suite G San Diego CA. 92121 Tel: 858.537.3999 Fax 858.537.3990 PLANS SPECS SOILS SHOPS (Yl (Y) (Y) (Y) 10/20/07 PROJECT NO. 2145A02 07- 819 KOMAR DESERT CENTER 79 - 815 HWY 111 LA QUINTA REPORT REQUIREMENTS: ICBO FIELD INSPECTION MANUALIMTGL SOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS. IF THERE IS NON -CONFORMING WORK AT THE END OF WORK DAY, OR MISSING MTRS. AND RFIS, ECT., 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 WITI•I YOUR WEEK'S REPORT. MATERIALS USED BY CONTRACTOR (INCLUDING RESEARCH REPORTS NO. OR MATERIAL TEST REPORT): 8 x 8 x 16", 8 x 4 x 16", Angelus C-90 m.w. open end splitface & precision cmu's & 16 x 8 x 16, 12 x 8 x 16 precision column block, Spec -mix type "S" mortar A-615 60 grade reinforcing steel, CONTRACTOR EQUIPMENT / MAN POWER USED: Mason hand tools, gas powered paddle mortar mixer, 1 foreman, 4 masons, 4 tenders AREA, GRID LINES, PIECES OBSERVED: Cmu Iay-up — starting 4`" lift Cry split -faced {ct� south & east walls g lines G & F.5 — between 1 to 8, line 8 — between G to E.3 to 18' above finish floor Approximately 600 units laid -up STRUCTURAL NOTES. DETAILS, OR RFIS USED: Masonry notes & details on sheets Sl, S2, S3, SD.I, SD.2, SD.3, SD.4 REMARKS, INCLUDING MEETINGS: Masonry — on site for continuous masonry inspection, verified proper cmu lay-up procedures & techniques. Verified reinforcing steel placement _for type, size, grade, splice lap, spacing & clearance for cmu wall during construction. Verified proper mortar mixing & handling procedures. WEATHER: Partly cloudy SAMPLES TAKEN: None TEMPERATURE: 60's — 80's SITE TIME START: 6:30 AM LUNCH PREIOD: TEST REQUIRED: Slump, temperature, f c SITE TIME FINISH: 3:00 PM TRAVEL TIME: VEIL I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF TFIE WORK LISTED ABOVE AND THAT THIS- r I THE SOILS INVESTIGATION JECOMMENDATIONS AND / OR THE APPROVED PLANS, SPECS, AND APPLICABLE SECTION i7F'IHE BUILDING C ES, UNO SIGNATURE: PRINT NAME: DONALD SMITH MON: 10 /15 / 2007 ICBO Certification Number: 1037223-84. 88 Date of Report City / county Certification number: Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6427 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) i Load (lbs.) Strength (psi) Type of Fracture 7 10/19/2007 9 X 8 X 16 65.79 168,160 2,560 N/A 28 11/9/2007 9 X 8 X 16 65.81 180,150 2,740 N/A 28 11/9/2007 9 X 8 X 16 65.88 182,315 2,770 N/A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH Location: 3RD LIFT TO 13'-4" AFF Concrete Supplier: ANGELES BLOCK Mix No.: Ticket No.: Water added at Site: 0.00 Cement Type: Remarks: gal. By Mix Time: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY" min. A ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 2760 PSI 28-day compression test complies with the specified strength. Au; 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6313 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 8 X 8 X 16 63.41 70,215 1,110 N/A 28 11/2/2007 8 X 8 X 16 64.34 110,740 1,720 N/A 56 11/30/2007 8 X 8 X 16 63.19 134,685 2,130 N/A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 1ST LIFT @ SPLIT FACE AND 4" HIGH PRECISION ALT BLOCK LAY OUT Concrete Supplier: ANGELES BLOCK Mix No.: Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Remarks: Mix Time: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 1720 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7037 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/28/2007 6 X 12 28.37 61,895 2,180 Cone 28 12/19/2007 6 X 12 28.27 28 12/19/2007 6 X 12 28.27 28 H 12/19/2007 6 X 12 28.27 A Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ ASTM C172 Date Sampled: 11/21/2007 Date Received: 11/26/2007 Location: CURB & GUTTER NORTH EAST OF THE BLDG Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5699204 Water added at Site: 0.00 gal. By Concrete Temp: 80 Ambient Temp: 68 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QU1NTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A SetNo.: '7-7058 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY lII (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/3/2007 6 X 12 28.37 82,365 2,900 Cone 28 12/24/2007 6 X 12 28.27 28 12/24/2007 6 X 12 28.27 28 H 12/24/2007 6 X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTHEAST SIDE OF THE BLDGS Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5693813 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 49 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 11/26/2007 Date Received: 11/28/2007 Concrete Temp: 66 Ambient Temp: 55 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6781 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 7 11/12/2007 6 X 12 28.37 65,535 2,310 Cone 28 12/3/2007 6 X 12 28.37 108,445 3,820 Cone 28 12/3/2007 6 X 12 28.37 102,235 3,600 Cone Specified Strength: 3,000 PSI Sampled By: MARK COLEMAN Location: SW CORNER PARCELL # 3 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 32241 Ticket No.: 5659125 Water added at Site: 0.00 gal. By Cement Type: Remarks: Mix Time: 50 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Concrete Temp: 79 Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: 5.50 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 3710 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6780 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/12/2007 6 X 12 28.37 114,025 4,020 Cone 28 12/3/2007 6 X 12 28.37 166,345 5,860 Cone 28 12/3/2007 6 X 12 28.37 171,570 6,050 Shear Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Location: E.7/2 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 62121A Ticket No.: 5659097 Water added at Site: 0.00 gal. By Concrete Temp: 76 Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Cement Type: Mix Time: 52 min. Tested at: Anaheim Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 5960 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6779 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 7 11/12/2007 6 X 12 28.37 113,525 4,000 Cone 28 12/3/2007 6 X 12 28.37 164,080 5,780 Shear 28 12/3/2007 6 X 12 28.37 167,645 5,910 Cone & Split Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Location: F/2 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 62121A Ticket No.: 5659084 Water added at Site: 0.00 gal. By Concrete Temp: 74 Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Cement Type: Mix Time: 58 min. Tested at: Anaheim Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 5840 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6426 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/19/2007 3 X 3 X 6 9.24 18,025 1,950 N/A 28 11/9/2007 3 X 3 X 6 9.39 40,950 4,360 N/A 28 11/9/2007 3 X 3 X 6 9.92 42,130 4,250 N/A A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Location: 3RD LIFT LINE F,F.5 & G BETWEEN 1-8 FROM 8' TO 13'-4" AFF Concrete Supplier: SUPERIOR READY MIX Mix No.: Ticket No.: 44043 Water added at Site: 20.00 gal. By CONTRACTOR Concrete Temp: 76 Ambient Temp: 67 °F ASTM C1064 °F ASTM C1064 Slump: 8.00 in. ASTM C143 Cement Type: II/V Mix Time: 51 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 4300 PSI 28-day compression test complies with the specified strength. Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6425 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 7 10/19/2007 2 X 4 3.14 3,750 1,190 Cone 28 11/9/2007 2 X 4 3.14 5,855 1,860 Cone 28 11/9/2007 2 X 4 3.14 5,995 1,910 Cone Specified Strength: 1,800 PSI Sampled By: DONALD SMITH Location: 3RD LIFT @ LINE A-5 TO 8 TO 13'-4" AFF Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Water added at Site: 0.00 gal. By Cement Type: II/V Mix Time: 5 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 10/12/2007 Date Received: 10/16/2007 Concrete Temp: 67 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 1880 PSI 28-day compression test complies with the specified strength. 8%CI % `- do GA- 4,ALL Corporate: San Diegollmperial Coum, 2992 E. La Palma Ave. Ste. A 7313 Carroll Rd. Ste. G Anaheim, CA 92806 San Diego, CA 92121 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 Dispatch: 800.491.2990 Dispatch: 888.844.5060 FIELD REPORT TYPE OF WORK ARCHITECT II s,O, ENGINEER %i2A?L Pk "z INSPECTOR ❑TECHNICIAN CONTRACTOR 7ri'6 R .A(n!17 g (,-) SUBCONTRACTOR I N/ a, k ,2Ac/A/ ' /A INSPECTION ADDRESS 79- h' 1/117 1" - % 19th;Vrpf REPORTING REQUIREMENTS: ICBO 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 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. Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 AVAILABLE: SOIL REPORT (N) SPECS (1q(N) APPROVED PLANS it) (N) APPROVED SHOP DRAWING(Kr(N) FOR WEEK ENDING REPORT PORT NO. PLAN FILE NO. PROJECT. NO. PG J OF PERMIT NO, 6 L PROJECT NAME /12W24 Al ,E s T � = /ilk _ ADDRESS OF PROJECT MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): _ " ( 'Ac.F_. �I ,Q# ',$Ate ry/4-1 `s' �7ORTA //-(s/p//, S C EYr� C ISM L' CONTRACTORS EQUIPMENT / MANPOWER USED: i'AQ:,cZL%27/x'eck - / e) R k I / 7 - mA s c5 : -- -i% ivd. 5`-- i_ �• ,n yAf AREA, GRID LINES, PIECES OBSERVED: /MAD,' .42e) rt _ b9I: /5'1& i y5 y :RA-C cu Ts //Ar, 8: -,v c• vidf £1 L A1. STRUCTURAL NOTES, DETAIL, OR RFIS USED: 5'i P, lfr'Til # Ai 6 5 SP C .S ' q/Sc1 f3 17�5'i 1I REMARKS, INCLUDINGMEE•I9NGS: cola, iE�vrrc� P�/1!?iA i Yi e), Cif19i1 4F.i,V d,e t7 r, it el-EAN1.1 /,97r.11S+ C!r' C/77//5/ .9N4J fZAWA/1/ [] 4;416wT SPt /vim /4Lh-ir -76da RJEWORK AS PERCENT OF ALL WORK TODAY: ECTM ET It �� f�� I'S i flr-`j s r 56:eir'Y1�iV(ts WEATHER: 10PLELSTAKEN- ' it TEMPERATURE: es TESTS REQUIRED: SITE TIME START: • LUNCH PERIOD: 2 SITE TIME FINISH: . on Cam `/i 5 TRAVEL TIME' VERIFIED BY. / I DO CERTIFY AND /0R A I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INV STIGATIDN RECOMMENDATIONS, ROVED PLANS, SP IFI ATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT nature fek // 2 Date of Report ICB0 Certification Number Print Name b itc-7 ??> ? q 7 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 Dispatch: 800.491.2990 San Diego/Imperial Coum, 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 FIELD REPORT Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 TYPE OF WORK NI INSPECTOR pTECHNICIAN /h Y ivic AVAILABLE: SOIL REPORT (01 (N) SPECS jf N) APPROVED PLANS?) (N) APPROVED SHOP DRAWING (`if(N) I ARCHITECT S.6l. r. / FOR WEEK ENDING / �J J/-%Q-:!)c i PROJECT. NO. j� /� 2i'/--//0.2 ENGINEER fM REPORT NO. PG OF HT OR '724= get?60710A1 ('d • PLA�LE NO. PERMIT NO. 07-8/ ' , ��n,` , ,9 s ' %iv6 i PROJECT NAME /�� / R,ii�rn DA'SA1Q r 61,2NT��, fe ljSS�UBB-CONTRACTOR INSPECTION ADDRESS 79- 56 " t/iVl'/ w - Ji 6, __ii1vY ESS OF PROJECT / r?2/ A REPORTING REQUIREMENTS: ICBO 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 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 REPORTSy- /9 6./5~ ciRadie. e, O -%Y:46 0f ii S oh , j -?0 CONTRACTORS EQUIPMENT/ MANPOWER USED: D9)xFQ - CDAf 17219.5{1'v •.c - / FOR S r n J9 N AREA, GRID LINES, PIECES OBSERVED: /r C // 8 % "/L1/492L //1F ! ./Rid ice' iDi 1V 2 a C%? .5. T') L n � c� E' fiiY�S 17 iCsdve r R%�a2 i & 4/ £ d i1 ei A i f ��d d i ritna �;� , ' A )"" STRUCTURAL NOTES. DETAIL. OR RFIS USED: 57 /26fi112AL Norte S- -'P cs 1 r 7LI _L, J2/3c1.,/ ietyd,( REMARKS. INCLUDING MEMO: r sx, v�'rt� �1�9r:�.il�r T v c F iVW,1 14( "CRe j A/ / ei►r �l /4 YEN' f 71.en a T P_� r REWORK AS PERCENT OF ALL WORK TODAY: • WEATHER: CULL dr SAMPLES TAKEN: TEMPERATURE: � TESTS REQUIRED: SITE TIME START: 0 LUNCH PERIOD: SITE TIME FINISH' TRAVEL TIME: -- C3 VERIFIED 8Y 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 T- ' ROVED PLANS PE ICATl0N5 AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 1/ in q /21367 Date of Report ICBO Certification Number Signature 44e2K, ///.e Print Name 7 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 Dispatch: 800.491.2990 San Diego/Imperial Coun._ 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 FIELD REPORT Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 TYPE WORK `'n O INSPECTOR ❑TECHNICIAN IL 0 (1 �.• C e 4 +'~ A AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) APPROVED PLANS (Y) (N) APPROVED SHOP DRAWING (Y) (N) FOR WEEK ENDING ii- 9 - 0 7 PROJECT. NO ARCHITECT G:t R - 4, . ENGINEER r ` li 1 REPORT NO. PG OF CONTRA PLAN FILE NO. i PERMIT NO. SUB -CO PROJECT NAME k / XSC S11 ese 7 n , fly INSPECTION ADDRESS 7ck- q i_5 flu.) \t `,c, auk ADDRESS OF PROJECT ,_ _, &,,,,, , , —_ REPORTING REQUIREMENTS: ICBO Ft LD INSPECTION MANUAUMTGL 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_ MATERSED BY CONTRACT GUNO.OR MAT TESI REP%TS� A 300 ;44,C �P�`�_JJ�t\` \ }` Q a$ CONTRACTORS EQUIPMENT MANPOWER USED - AREA, , GRID LWO R CEaS OBSERVED: • MIM �- , AL. 42-IIIM y A. IN Itikin fil . it M4 ► [ o ► 41.41Ia `A - Ilk., l MIMEO - 90 l ►. ' h11l .' . ■ _ STR TLI L NOTES • •ETAIL, OR RFIS USED: i 1 Vl REMAR 5, INCLUDING MEETINGS: 1c3 p. e.,,R • 5 r - .� s,a , REWORK PERCENT OF ALLWNQRK TODAY: PERCENT PROJECT COMPLETION: /ASS n WEATHER: 4 rk. - /� SAMPLES TAKEN: 4. 3 �1 O `I TESTS REQUIRED: E `'�� TEMPERATURE- (/'4� O qv (,,,,..ckers SITE TIME START: LUNCH PERIOD: 6 3 C) SITE TIME FINISH � 0 TRAVEL TIME: VERIFIED BY. I DO CERTIFY THAT I HAVE PE AND / OHEI(GPROVED ignature , cc of erez. Pnrrt Name DNALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS NS, SPE IONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 6-167 . /7 / 7 / 0 7 Date of Report //g/ Q7 ICBO Certification Number City / County Certification Number Rev: 7/97 Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6779 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 7 11/12/2007 6 X 12 28.37 113,525 4,000 Cone 28 12/3/2007 6 X 12 28.27 28 H 12/3/2007 6 X 12 28.27 Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN Location: F/2 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 62121A Ticket No.: 5659084 Water added at Site: 0.00 gal. By Cement Type: Remarks: ADMIX- WRDA-64 Mix Time: 58 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Concrete Temp: 74 Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6780 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/12/2007 6 X 12 28.37 114,025 4,020 Cone 28 12/3/2007 6 X 12 28.27 28 H 12/3/2007 6 X 12 28.27 Specified Strength: 4,500 PSI Sampled By: MARK COLEMAN ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Location: E.7/2 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 62121A Ticket No.: 5659097 Water added at Site: 0.00 gal. By Cement Type: Remarks: ADMIX- WRDA-64 Mix Time: 52 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Concrete Temp: 76 Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6781 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/12/2007 6 X 12 28.37 65,535 2,310 Cone 28 12/3/2007 6 X 12 28.27 28 H 12/3/2007 6 X 12 28.27 Specified Strength: 3,000 PSI Sampled By: MARK COLEMAN ASTM C172 Date Sampled: 11/5/2007 Date Received: 11/7/2007 Location: SW CORNER PARCELL # 3 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 32241 Ticket No.: 5659125 Water added at Site: 0.00 gal. By Cement Type: Remarks: Mix Time: 50 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Concrete Temp: 79 °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 5.50 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6008 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 9/25/2007 6 X 12 28.37 97,400 3,430 Cone 28 10/16/2007 6 X 12 28.37 137,070 4,830 Cone & Split 28 10/16/2007 6 X 12 28.37 136,560 4,810 Columnar 28 H 10/16/2007 6 X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 9/18/2007 Date Received: 9/19/2007 Location: INTERIOR SPREAD FOOTINGS LINES C & D @ 4,5,6 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5525601 Water added at Site: 0.00 gal. By Concrete Temp: 71 Ambient Temp: 68 °F ASTM C1064 °F ASTM C1064 Slump: 2.50 in. ASTM C143 Cement Type: II/V Mix Time: 75 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 4820 PSI 28-day compression test complies with the specified strength. Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6009 File No.: Permit No.: Project No.: Project Name: 11 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 9/25/2007 6X 12 28.37 120,150 4,240 Cone 28 10/16/2007 6 X 12 28.37 157,325 5,550 Cone & Split 28 10/16/2007 6 X 12 28.37 154,960 5,460 Shear 28 H 10/16/2007 6 X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH Location: PERIMETER BLDG. FTG. LINE 7 BETWEEN D.5-B Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5643430 Water added at Site: 15.00 gal. By CONTRACTOR Cement Type: II/V Remarks: Mix Time: 46 min. Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 9/18/2007 Date Received: 9/19/2007 Concrete Temp: 81 Ambient Temp: 79 °F ASTM C1064 °F ASTM C1064 Slump: 3.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 5500 PSI 28-day compression test complies with the specified strength. 4- 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6312 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 3 X 3 X 6 9.24 26,085 2,820 N/A 28 11/2/2007 3 X 3 X 6 9.00 28 11/2/2007 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 1ST LIFT LINES 1 & 2 C.8-F.5, LINES F,F.5 & G 1-8, LINE 8 G TO E ALL TO 3'-4" Concrete Supplier: SUPERIOR READY MIX Mix No.: Ticket No.: 58483 Water added at Site: 5.00 gal. By CONTRACTOR Concrete Temp: 70 Ambient Temp: 69 °F ASTM C1064 °F ASTM C1064 Slump: 8.00 in. ASTM C143 Cement Type: II/V Mix Time: 73 min. Tested at: Anaheim Remarks: ABOVE FINISH FLOOR,ALSO BLOCK PRISM Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY" Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer A 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6313 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 7 10/12/2007 8 X 8 X 16 63.41 70,215 1,110 N/A 28 11/2/2007 8 X 8 X 16 64.00 28 11/2/2007 8 X 8 X 16 64.00 Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 1ST LIFT @ SPLIT FACE AND 4" HIGH PRECISION ALT BLOCK LAY OUT Concrete Supplier: ANGELES BLOCK Mix No.: Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Remarks: Mix Time: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-5972 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 9/24/2007 6 X 12 28.37 96,790 3,410 Cone 28 10/15/2007 6 X 12 28.37 137,210 4,840 Shear 28 10/15/2007 6 X 12 28.37 131,165 4,620 Cone 28 H 10/15/2007 6 X 12 28.27 Specified Strength: 3,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 9/17/2007 Date Received: 9/18/2007 Location: DIAGONAL FTG. @ NORTH WEST OF BLDG A, ALSO 2 COLUMN FTG. @ LINE 7/C.5 & D.5 Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5643351 Water added at Site: 0.00 gal. By Concrete Temp: 81 Ambient Temp: 80 °F ASTM C1064 °F ASTM C1064 Slump: 3.25 in. ASTM C143 Cement Type: IUV Mix Time: 47 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 4730 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 A 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QU1NTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6313 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 8 X 8 X 16 63.41 70,215 1,110 N/A 28 11/2/2007 8 X 8 X 16 64.34 110,740 1,720 N/A 56 11/30/2007 8 X 8 X 16 64.00 Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 1ST LIFT @ SPLIT FACE AND 4" HIGH PRECISION ALT BLOCK LAY OUT Concrete Supplier: ANGELES BLOCK Mix No.: Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Remarks: Mix Time: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 1720 PSI 28-day compression test does not comply with the specified strength. Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6312 File No.: Permit No.: Project No.: Project Name: A " 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 10/12/2007 3 X 3 X 6 9.24 26,085 2,820 N/A 28 11/2/2007 3 X 3 X 6 9.49 36,945 3,890 N/A 28 11/2/2007 3 X 3 X 6 9.24 38,235 4,140 N/A Specified Strength: 2,000 PSI Sampled By: DONALD SMITH ASTM C172 Date Sampled: 10/5/2007 Date Received: 10/8/2007 Location: 1ST LIFT LINES 1 & 2 C.8-F.5, LINES F,F.5 & G 1-8, LINE 8 G TO E ALL TO 3'-4" Concrete Supplier: SUPERIOR READY MIX Mix No.: Ticket No.: 58483 Water added at Site: 5.00 Cement Type: II/V gal. By CONTRACTOR Mix Time: 73 Remarks: ABOVE FINISH FLOOR,ALSO BLOCK PRISM Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** min. Concrete Temp: 70 Ambient Temp: 69 °F ASTM C1064 °F ASTM C1064 Slump: 8.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 4020 PSI 28-day compression test complies with the specified strength. Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MASONRY PRISM ASTM C1314 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6620 File No.: Permit No.: Project No.: Project Name: ,4 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 11/2/2007 8 X 8 X 16 58.60 104,705 1,790 N/A 28 11/23/2007 8 X 8 X 16 64.00 28 11/23/2007 8 X 8 X 16 64.00 Specified Strength: 1,500 PSI Sampled By: GEORGE CHAVEZ Location: WALL- GRIDS F.5 & 1- 29'-4" HIGH Concrete Supplier: SUPERIOR READY MIX Mix No.: D66P-8 Ticket No.: 44372 Water added at Site: 30.00 gal. By FOREMAN Cement Type: II/V Remarks: Mix Time: 90 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** min. A ASTM C172 Date Sampled: 10/26/2007 Date Received: 10/29/2007 Concrete Temp: 74 Ambient Temp: 86 °F ASTM C1064 °F ASTM C1064 Slump: 8.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer n Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7096 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/5/2007 6 X 12 28.37 92,835 3,270 Cone 28 12/26/2007 6 X 12 28.27 28 12/26/2007 6 X 12 28.27 28 H 12/26/2007 6 X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTHEAST SIDE OF THE BLDGS. Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5693887 Water added at Site: 0.00 gal. By Cement Type: Mix Time: 33 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY" ASTM C172 Date Sampled: 11/28/2007 Date Received: 12/3/2007 Concrete Temp: 72 Ambient Temp: 58 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-6814 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 7 11/14/2007 6 X 12 28.37 77,205 2,720 Cone 28 12/5/2007 6 X 12 28.37 135,345 4,770 Cone 28 12/5/2007 6 X 12 28.37 140,160 4,940 Shear 28 H 12/5/2007 6 X 12 28.27 Specified Strength: 3,000 PSI Sampled By: EDUARDO PEREZ Location: FROM CENTER OF THE FOOTING EAST SIDE OF BLDG A Concrete Supplier: ROBERTSON'S READY MIX Mix No.: 1085A Ticket No.: 5659290 Water added at Site: 5.00 gal. By DRIVER Cement Type: Mix Time: 33 min. Remarks: ADMIX- WRDA-64 Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY" ASTM C172 Date Sampled: 11/7/2007 Date Received: 11/8/2007 Concrete Temp: 80 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 4860 PSI 28-day compression test complies with the specified strength. Corporate: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7076 File No.: Permit No.: Project No.: Project Name: 07-819 2145A02 KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/4/2007 6 X 12 28.37 108,770 3,830 Cone 28 12/25/2007 6 X 12 28.27 28 12/25/2007 6 X 12 28.27 28 H 12/25/2007 6 X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ Location: CURB & GUTTER NORTHEAST SIDE OF THE BLDGS. Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5693849 Water added at Site: 5.00 gal. By DRIVER Cement Type: Mix Time: 45 min. Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY" A ASTM C172 Date Sampled: 11/27/2007 Date Received: 11/29/2007 Concrete Temp: 67 Ambient Temp: 59 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC A Set No.: 7-7097 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 7 12/6/2007 6 X 12 28.37 70,670 2,490 Cone 28 12/27/2007 6 X 12 28.27 28 12/27/2007 6 X 12 28.27 28 H i 12/27/2007 6 X 12 28.27 Specified Strength: 3,250 PSI Sampled By: EDUARDO PEREZ ASTM C172 Date Sampled: 11/29/2007 Date Received: 12/3/2007 Location: CURB & GUTTER MIDDLE SECTION OF THE PARKING LOT Concrete Supplier: ROBERTSON'S READY MIX Mix No.: GC560B33 Ticket No.: 5693954 Water added at Site: 0.00 gal. By Concrete Temp: 66 Ambient Temp: 54 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Cement Type: Mix Time: 36 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY" Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 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: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Report of: COMPRESSIVE STRENGTH -MORTAR ASTM C270 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: KOMAR INVESTMENTS, LLC n Set No.: 7-6884 File No.: Permit No.: 07-819 Project No.: 2145A02 Project Name: KOMAR DESERT CTR-LA QUINTA- BLDG A 79-815 HWY III (JEFFERSON & HWY 111) LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (Ibs.) Strength (psi) Type of Fracture 8 11/16/2007 2 X 4 3.14 6,540 2,080 Cone 28 12/6/2007 2 X 4 3.14 9,610 3,060 Cone 28 12/6/2007 2 X 4 3.14 9,780 3,110 Cone A Specified Strength: 1,800 PSI Sampled By: GEORGE CHAVEZ ASTM C172 Date Sampled: 11/8/2007 Date Received: 11/14/2007 Location: DOCK WALL- 1ST COURSE GRID E Concrete Supplier: SPEC. MIX Mix No.: TYPE S Ticket No.: Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Water added at Site: 0.00 gal. By Slump: in. ASTM C143 Cement Type: I Mix Time: 5 min. Tested at: Anaheim Remarks: Distribution: KOMAR INVESTMENTS, LLC THE BERGMAN COMPANIES SGPA ARCHITECTURE MALEK ENGINEERS INC. CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. M.B. (Ben) Lo Chief Engineer 3080 PSI 28-day compression test complies with the specified strength. CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW _ _ AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circle S_ Ste. 200 San Diego, CA 92108 FOR WEEK ENDING 11/17/2007 PROJECT NO. 2145A02 Building - A ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 REPORT NO. 1 PG 1 OF 1 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 PLAN FILE NO. PERMIT NO. 07-819 SUB -CONTRACTOR: SunWood Construction 14161 Slsworth Street Ste. G Moreno Valley, CA PROJECT NAME: Komar Desert Center INSPECTION ADDRESS: 79-815 Highway 111 La Guinta, CA ADDRESS OF PROJECT: 79-815 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL! MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND USTS 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 INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT ACOPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Donald Elliot, John Dickie CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINES: Lincoln Classic III D AREA, GRIDLINES, PIECES OBSERVED: Welding Completed: (1) Knife plates between the top cord ends of the roof girders at lines 6/C, D and E. (2) Top cord ends of the roof joists to the top cord of the roof girders on line 6/A to F. (3) Plate straps between the top cord ends of the roof joists on line 6/A to F. (4) Hold down plates to the top cord of the roof girders to accept the wood nailers on line 61A to F. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: HOT SAMPLES TAKEN: TEMPERATURE: 86 Deg. F TESTS REQUIRED: SITE TIME START: 6:30 AM SITE TIME FINISH: 11:00 AM LUNCH PERIOD: none TRAVEL TIME: V IF BY I DO BY 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 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar 11 /13/2007 0849264-85 ICBO Certification Number City of La Quinta Print Name Date Of Report City 1 County Certification Number CORPORATE San Diego / Imperial County Inland Empire 2992 E. La Palma Ave., Suite A 7313 Carroll Road, Suite G 14467 Meridian Bldg. 2A Anaheim, CA 92806 San Diego, CA 92121 Riverside, CA 92518 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 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) (N) APPROVED SHOP DRAWINGS (Y) ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 FOR WEEK ENDING 11/17/2007 I PROJECT NO. 2145A02 Building - A ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 REPORT NO. 2 PG 1 OF 1 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 PLAN FILE NO. PERMIT NO. 07-819 SUB -CONTRACTOR: Law Steel 820 South Hathaway Bldg. B Banning, CA 92220 PROJECT NAME: Komar Desert Center INSPECTION ADDRESS: 79-815 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-815 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO 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 ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (FCAW) E71T-8 WELDERS: CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: Miller Trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Complete joint penetration welding of the tube steel beam to column connection on line 7/C.5 at elevation 16'-5". NOTE: Attended the General Contractors jobsite safety meeting at 7:30 AM. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: HOT SAMPLES TAKEN: TEMPERATURE: 91 Deg. F TESTS REQUIRED: SITE TIME START: 7:00 AM SITE TIME FINISH: 3:30 PM -7R LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: RIFT BY I DO BY 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 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar Print Name 11/14/2007 0849264-85 ICBO Certification Number City of La Quinta Date Of Report City / County Certification Number CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) (N) APPROVED SHOP DRAWINGS (Y) ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 FOR WEEK ENDING 11/17/2007 PROJECT NO. 2145A02 Building - A ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 REPORT NO. 3 PG 1 OF 1 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 PLAN FILE NO. PERMIT NO. 07-819 SUB -CONTRACTOR: Law Steel 820 South Hathaway Bldg. B Banning, CA 92220 PROJECT NAME: Komar Desert Center INSPECTION ADDRESS: 79-815 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-815 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO 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 ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY Wmi YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (FCAW) E71T-8 WELDERS: Jason Law, Giovany R. Elena CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: Miller Trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: Completed the complete joint penetration welding of the tube steel beam to column connections on lines 7/C.5 and 7/D.5 at elevation 16'10". NOTE: Attended the General Contractors jobsite safety meeting at 7:30 AM. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: HOT SAMPLES TAKEN: TEMPERATURE: 89 Deg. F TESTS REQUIRED: SITE TIME START: 7:00 AM SITE TIME FINISH: 11:00 AM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: -k, FLED Y I DO BY 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 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar Print Name 11/15/2007 0849264-85 ICBO Certification Number City of La Quinta Date Of Report City / County Certification Number CORPORATE San Diego / Imperial County Inland Empire 2992 E. La Palma Ave., Suite A 7313 Carroll Road, Suite G 14467 Meridian Bldg. 2A Anaheim, CA 92806 San Diego, CA 92121 Riverside, CA 92518 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 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: SGPAArchitecture and Planning 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 FOR WEEK ENDING 11/17/2007 PROJECT NO. 2145A02 Building - A ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 REPORT NO. 2 PG 1 OF 1 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 PLAN FILE NO. PERMIT NO. 07-819 SUB -CONTRACTOR: SunWood Construction 14161 Slsworth Street Ste. G Moreno Valley, CA PROJECT NAME: Komar Desert Center INSPECTION ADDRESS: 79-815 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-815 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO 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 ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Donald Elliot, CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINES: Lincoln Classic III D AREA, GRIDLINES, PIECES OBSERVED: Welding In Progress (1) Top cord ends of the roof joists to the top cord of the roof girders along lines 4 and 5. (2) Top cord ends of the roof joists to the CMU wall embeds along line 2. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION* '` , WEATHER: HOT SAMPLES TAKEN: TEMPERATURE 89 Deg. F TESTS REQUIRED: / 1 SITE TIME START: 11:00 AM SITE TIME FINISH: 3:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: FIED BY I DO BY 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 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. -� F Signature Steve W. Bodnar Print Name 11/152007 0849264-85 ICBO Certification Number City of La Quinta Date Of Report City / County Certification Number CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego I Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) (N) APPROVED SHOP DRAWINGS (Y) ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circle 5. Ste. 200 San Diego, CA 92108 FOR WEEK ENDING 11/17/2007 PROJECT NO. 2145A02 Building - A ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 REPORT NO. 4 PG 1 OF 1 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 PLAN FILE NO. PERMIT NO. 07-819 SUB -CONTRACTOR: Law Steel 820 South Hathaway Bldg. B Banning, CA 92220 PROJECT NAME: Komar Desert Center INSPECTION ADDRESS: 79-815 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-815 Highway 111 La Quints, CA REPORTING REQUIREMENTS: ICBO FIELD INSPEC11ON MANUAL / MTGL SOIL MANUAL IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO SUBMIT A COPY WITH YOUR WEEKS REPORTS. -REVIEW PREVIOUS REPORTS AND LISTS MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT NOTE ON THE ORIGINAL DEFICIENCY REPORT AND MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (FCAW) E71T-8 WELDERS: Jason Law, Giovany R. Elena CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: Miller Trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: (1) Complete joint penetration welding of the tube steel beam to column connections on lines 9/C.5 and 9/D.5 at elevation 16'-5". (2) Welding of the 3/4" diameter threaded studs to the top of the tube steel beams on lines C.5 and D.5 between lines 7 and 9. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: HOT SAMPLES TAKEN: TEMPERATURE: 86 Deg. F TESTS REQUIRED: Z:--"-IF...7.74'7------/' SITE TIME START: 8:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none TRAVEL TIME: VEllIFIED BY I DO BY 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 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Steve W. Bodnar Print Name 11/16/2007 0849264-85 ICBO Certification Number City of La Quinta Date Of Report City / County Certification Number CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 FOR WEEK ENDING 11/17/2007 PROJECT NO. 2145A02 Building - A ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego, CA 92121 REPORT NO. 3 PG 1 OF 1 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 PLAN FILE NO. PERMIT NO. 07-819 SUB -CONTRACTOR: SunWood Construction 14161 Slsworth Street Ste. G Moreno Valley, CA PROJECT NAME: Komar Desert Center INSPECTION ADDRESS: 79-815 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-815 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICB0 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 M FRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY Wmi YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Donald Elliot CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINES: Lincoln Classic III D AREA, GRIDLINES, PIECES OBSERVED: Welding Completed: (1) Top cord ends of the roof joists to the CMU wall embeds on line 8/A to F. (2) Knife plates between the top cord ends of the roof girders to the CMU wall embeds on lines A/4, A15, A/6, F/5 and F/6. (3) Seismic sway braces from the bottom cord of the roof joists to the bottom cord of the roof girders on lines 5/A.5, 5/C.5, 5/D.3, 5/E.6, 6/A.5, 6/C.5, 6/D.3 and 6/E.6_ STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: HOT SAMPLES TAKEN: TEMPERATURE: 85 Deg. F TESTS REQUIRED: SITE TIME START: 7:00 AM SITE TIME FINISH: 1:00 PM `{ LUNCH PERIOD: none TRAVEL TIME: V IF1ED BY I DO BY 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 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDINU CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Steve W. Bodnar Print Name 11/172007 0849264-85 ICB0 Certification Number City of La Quinta Date Of Report City / County Certification Number Nov26 07 12:36p Steve W. Bodnar 760 469-3677 p.2 DEk CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW ARCHITECT: SGPA Architecture and Planning 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste. 225 San Diego. CA 92121 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 SUB -CONTRACTOR SunWood Construction 14161 Slsworth Street Ste. G Moreno Valley, CA INSPECTION ADDRESS: 79-815 Highway 111 La Quinta, CA AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) FOR WEEK ENDING 11/24/2007 REPORT NO. 2 PLAN FILE NO. PG PROJECT NAME: Komar Desert Center APPROVED SHOP DRAWINGS (Y) PROJECT NO. 2145A02 Building - A 1 'PERMIT NO. 07-819 ADDRESS OF PROJECT: OF 1 79-815 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICB0 FIELD INSPECTION MANUAL l 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 ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WrrH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER Donald Elliot CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINES: Lincoln Classic 11I D AREA, GRIDLINES, PIECES OBSERVED: Welding Copmpleted: (1) Top cord ends of the roof joists to the top flange of the W21x44 steel beam from line A.1/2.9 to A.9/2.1. (2) Top cord ends of the roof joists to the top cord of the roof girders on lines 4/A to F and 5/A to F. (3) Plate straps to the top cord ends of the roof joists on lines 4/A to F and 5/A to F. (4) Knife plates between the top cord ends of the roof girders on lines 5/C, 5/D and 5/E. (5) Knife plate from the top cord end of the roof girder to the CMU wall embed on line F/4. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER WARM TEMPERATURE 77 Deg. F SITE TIME START: 6:30 AM LUNCH PERIOD: 1/2 Hr. SAMPLES TAKEN: TESTS REQUIRED: g n1E TIME FINISH: 3:00 PM TRAVEL TIME: VERIFIED BY I DO BY CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND 1 OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar Print Name 11 /21 /2007 0849264-85 ICB0 Certification Number City of La Quinta Date Of Report City / County Certification Number Nov' 26 07 12:36p Steve W. Bodnar 760 469-3677 p.3 CORPORATE 2992 E. La Palma Ave_, Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Type Of Work X INSPECTOR TECHNICIAN SSW ARCHfTECT: SGPA Architecture and Planning 1545 Hotel Circle S. Ste. 200 San Diego, CA 92108 ENGINEER: Malek Engineers, Inc. 8380 Mirimar Mall Ste_ 225 San Diego, CA 92121 CONTRACTOR: The Bergman Compnies 4300 Edison Avenue Chino, CA 91710 SUB -CONTRACTOR: SunWood Construction 14161 Slsworth Street Ste. G Moreno Valley, CA INSPECTION ADDRESS: 79-815 Highway 111 La Ouinta, CA AVAILABLE: APPROVED PLANS (Y) Inland Empire 14467 Meridian Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 SOIL REPORT (Y) (N) SPECS. (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING 11/24/2007 REPORT NO. 3 PLAN FILE NO. PG PROJECT NAME: Komar Desert Center ADDRESS OF PROJECT: PROJECT NO. 2145A02 Building - A OF 1 PERMrr NO. 07-819 79-815 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO 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 RF1S, ETC., FILL OUT AND ATTACK A DEFICIENCY REPORT WHEN A DEFICIENCY. 'YOURS OR A PREVIOUS INSPECTORS, 15 CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMITA COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES: (SMAW) E-7018 WELDER: Donald Elliot CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINES: Lincoln Classic III D AREA, GRIDLJNES, PIECES OBSERVED: Welding Copmpleted: (1) Knife plates between the top cord ends of the roof girders on lines 41c, 4/D and 4/E. (2) Hold down plates to the top cord of the roof girders to accept the wood nailers on lines 4/A to F and 5/A to F. (3) Top cord ends of the roof joists to the CMU wall embeds on line 2/A9 to F. (4) Seismic sway braces from thr bottom cord of the roof joists to the bottom cord of the roof girders on lines 4/A.5, 4/C.5, 4/D.3 and 4/E.6. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: WEATHER: WARM TEMPERATURE 75 Deg. F SAMPLES TAKEN: TESTS REQUIRED: PERCENT PROJECT COMPLETION: SITE TIME START: 6:30 AM LUNCH PERIOD: none SITE TIME FINISH: 12:30 PM TRAVEL TIME: % CIERIFIED BY I DO BY 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 APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT ES Signature Steve W. Bodnar Print Name 11 /23/2007 0849264-85 ICBO Certification Number City of La Quinta Date Of Report City / County Certification Number