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05-2121 (CSCS) Geotechnical Investigation-GEOTECHNICAL INVESTIGATION THE PAVILION AT LA QUINTA COMMERCIAL COMPLEX NEC HIGHWAY I U AND ADAMS STREET LA QUINTA, CALIFORNIA } CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DA BY -Prepared By- Sladden Engineering 39-725 Garand Lane, Suite G Palm Desert, California 92211 (760) 772-3893 r i Sadden Engineering Sladden Engineering GEOTECHNICAL INVESTIGATION THE PAVILION AT LA QUINTA COMMERCIAL COMPLEX • NEC HIGHWAY 1 I 1 & ADAMS STREET LA QUINTA, CALIFORNIA February 17, 2004 TABLE OF CONTENTS NTRODUCTION..............::....................................................................................................... 1 SCOPEOF WORK ..................................................................................................................... 1 PROJECTDESCRIPTION......................................................................................................... 1 SUBSURFACECONDITIONS.................................................................................................. 2 CONCLUSIONS AND RECOMMENDATIONS...................................................................... 2 FoundationDesign................................................................................................................ 3 Settlements............................................................................................................................ 3 LateralDesign.......................... :.................................................................................... :....... 4 RetainingWalls.................................................................................................................... ExpansiveSoils 4 ............:.........................:............:................................................................. 4 ConcreteSlabs-on-Grade...................................................................................................... 4 ' Soluble Sulfates 4 TentativePavement Design......................................................... :........................................ 5 Shrinkage and Subsidence... ................ *........................................................ :....................... 5 ' General'Site Grading..............................................................................................:............. 5 1. Clearing and Grubbing............................................................................................... 5 2. Preparation of Building Areas........................ 3. Preparation of Surfaces to Receive Compacted Fill................................................... 6 4. Placement of Compacted Fill.............................................. ............... I....................... 6 5. Preparation of Slab and Pavement Areas ., 6 ' 6. Testing and Inspection............................................................................................... 6 . • ' GENERAL................................................. APPENDIX A - Site Plan and Boring Logs . Field Exploration APPENDIX B - Laboratory Testing Laboratory Test Results APPENDIX C - 1997 UBC Seismic Design Criteria Sladden Engineering February 17, 2004 -1- Project No. 544-4010 04-02-139 INTRODUCTION This report presents the results of our Geotechnical Investigation performed in order to provide recommendations for site preparation and the design and construction of the foundations for the proposed Pavilion at La Quinta commercial complex. The property is located on the northeast comer of Highway I I I and Adams Street in the City of La Quinta, California. The preliminary plans provided by Smith Consulting Architects indicate that the proposed commercial complex will include several major retail stores along with attached shop buildings and several detached retail pads. The associated site improvements will include paved driveways and parking lots, underground utilities, and landscape areas. SCOPE OF WORK The purpose of our investigation was to determine certain engineering characteristics of the near surface soils on the site in order to develop recommendations for foundation design and site preparation. Our investigation included field exploration, laboratory testing, engineering analysis and the preparation of his report. Evaluation of environmental issues or hazardous materials was not within the scope of services provided. Our investigation was performed in accordance with contemporary geotechnical engineering principles and practice. We make no other warranty, either express or implied. PROJECT DESCRIPTION The proposed project is located on the northeast corner of Highway 111 and Adams Street in the City of La Quinta, California. The preliminary site plan indicates that the project will include a retail complex occupying a total of 170,791 square feet and various associated site improvements. It is our assumption that the proposed commercial buildings will be of relatively lightweight reinforced masonry, steel -frame or wood -frame construction. The associated site improvements will include paved driveways and parking areas, landscape areas and various underground utilities. The project site is presently vacant and the ground surface is covered with sparse weeds. Prior to our Field investigation the site was rough graded including cuts and fills that resulted in the creation of relatively level building pads. The previous rough grading is documented within our previous report dated May 3, 2000. Highway 111 and Adams Street are paved adjacent to the site and there are existing underground utilities along the streets. Commerce Way and Postal Road have also been constructed. Based upon our previous experience with similar lightweight commerciavindustrial structures, we expect that isolated column loads will be less than 80 kips and wall loading will be less than 4.0 kips per linear Foot. Future grading is expected to include minor cuts and fills to construct a level building pad and to accommodate site drainage. This does not include removal and recompaction of the foundation bearing soils within the building areas, if the anticipated foundation loading or site grading varies substantially from that assumed, the recommendations included in this report should be reevaluated. Sladden Engineering February 17,.2004 -2- Project No. 544-4010 04-02-139 SUBSURFACE CONDITIONS The site is underlain primarily by a generally thin profile of artificial fill soils overlying native fine - rained windblown sands with scattered sandy silt layers. Recovered ring samples and sampler penetration resistance (as measured by blowcounts) indicate that the site soils are somewhat inconsistent JR density but density appears to generally increase with depth. Relatively undisturbed samples indicate dry density varying from 81 to 111 pcf. The site soils were found to be generally dry throughout the depth of our borings but some of the silty layers were wet. Moisture content varying from I to 42 percent was determined for the samples obtained within our borings. Laboratory classification testing indicates that the near surface soils consist primarily of fine grained silty sands. Expansion testing indicates that the surface soils are non -expansive and fall within the "very low" expansion category in accordance with the Uniform Building Code classification system. The somewhat inconsistent moisture conditions suggest that some of the near surface native soils underlying the site may be susceptible to settlements due to hydroconsolidation and compression. Groundwater was not encountered in our borings and groundwater is expected to be in excess of 100 feet below the existing ground surface. Groundwater should not be a factor in foundation design or construction. CONCLUSIONS AND RECOMMENDATIONS Based upon our previous and recent field and laboratory investigations, it is our opinion that the proposed Pavilion at La Quinta commercial complex is feasible from a soil mechanic's standpoint provided that the recommendations included in this report are considered in building foundation design and site preparation. Due to the somewhat inconsistent conditions of the near surface soils, remedial grading including overexcavation and recompaction is recommended for the proposed building areas. We recommend that remedial grading within the proposed building areas include overexcavation and recompaction of the primary foundation bearing soils. Specific recommendations for site preparation are presented in the site grading section of this report. Groundwater was not encountered within our borings and groundwater is expected to be in excess of 100 feet below the existing ground surface. Due to the depth to groundwater, specific liquefaction analyses were not performed. Based upon the depth to groundwater, the potential for liquefaction and the related surfrcial affects of liquefaction impacting the site are considered negligible. The site is located within an active seismic area of Southern California within approximately 8.7 kilometers of the San Andreas fault. Strong ground motion resulting from earthquake activity along the nearby San Andreas or San Jacinto fault systems is likely to impact the site during the anticipated lifetime of the structures. Structures should be designed by professionals familiar with the geologic and seismic setting of the site. As a minimum, structure design should conform to Uniform Building Code (UBC) requirements for Seismic Zone 4. Pertinent seismic design criteria as outlined in the 1997 UBC, is summarized in Appendix C: Sladden Engineering AT r, February 17, 2004 -3- Project No. 5444010 04-02-139 Caving did occur within each of our exploratory borings and the surface soils will be susceptible to caving within deeper excavations. All excavations should be constructed in accordance with the normal CalOSHA excavation criteria. On the basis of our observations of the materials encountered, we anticipate that the subsoils will conform to those described by CaIOSHA as Type C. Soil conditions fiould be verified in the field by a "Competent person" employed by the Contractor. The surface soils encountered during our investigation were found to be non -expansive. Laboratory tasting indicated an Expansion Index of 0, which corresponds with the "very low" category in accordance with UBC Standard 18-2. If imported soils are to be used during grading, they should have an Expansion Index of less than 20. the following recommendations present more detailed design criteria that have been developed on the basis of our field and laboratory investigation. Foundation Design: The results of our investigation indicate that either conventional shallow continuous footings or isolated pad footings that are supported upon properly compacted soils may be expected to provide satisfactory support for the proposed structures. Recompaction should be performed as described in the Site Grading Section of this report. Footings should extend at least 12 inches beneath lowest adjacent grade for single -story structures. Isolated square or rectangular footings at least 2 -feet square may be designed using an allowable bearing value of 2000 pounds per square foot. Continuous footings at least 12 inches wide may be designed using an allowable bearing value of 1800 pounds per square foot. Allowable increases of 200 psf for each additional 1 -foot of width and 200 psf for each additional 6 -inches of depth may be utilized for larger footings. The maximum allowable bearing pressure should be 3000 psf. The allowable bearing pressures are for dead and frequently applied live loads and may be increased by 1/3 to resist wind, seismic or other transient loading. Because of the hydroconsolidation potential of some of the soils underlying the site, care should be taken to see that bearing soils are not allowed to become saturated from the ponding of rainwater or irrigation. Drainage from the building areas should be rapid and complete. The recommendations made in the preceding paragraphs are based on the assumption that all footings will be supported upon properly compacted engineered fill soils. All grading shall be performed under the testing and inspection of the Soils Engineer or his representative. Prior to the placement of concrete, we recommend that the footing excavations be inspected in order to verify that they extend into compacted soil and are free of loose and disturbed materials. Settlements: Settlements may result from the anticipated foundation loads. These estimated ultimate settlements are calculated to be a maximum of 1 -inch when using the recommended bearing values. As a practical matter, differential settlements between footings can be assumed as one-half of the total settlement. Sladden Engineering I 'Y. February 17, 2004 -4- Project No. 544-4010 04-02-139 Lateral Design: Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.45 between soil and concrete may be used with dead load forces only. A passive earth pressure of 275 pounds per square foot, per foot of depth, may be used for the sides of footings, which are poured against properly compacted native soils. Passive earth pressure should be ignored within the upper 1 -foot except where confined (such as beneath a floor slab). When used in combination, either the passive resistance or the coefficient of friction should be reduced by one-third. Retaining Walls: Retaining walls may be required to accomplish the proposed construction. Cantilever retaining walls may be designed using "active" pressures. Active pressures may be estimated using an equivalent fluid weight of 35 pcf for native backfill soils with level free - draining backfill conditions. For walls that are restrained, "at rest" pressures should be utilized in design. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf for native backfill soils with level free -draining backfill conditions. Expansive Soils: Due to the prominence of non -expansive soils on the site, special expansive soil design criteria should not be necessary for the design of foundations and concrete slabs -on - grade. Final design criteria should be established by the Structural Engineer. Concrete Slabs -on -Grade: All surfaces to receive concrete slabs -on -grade should be underlain by recompacted soils as described in the Site Grading Section of this report. Where slabs are to receive moisture sensitive floor coverings or where dampness of the floor slab is not desired, we recommend the use of an appropriate vapor barrier. Vapor barriers should be protected by at least two inches of sand in order to reduce the possibility of damage and to aid in obtaining uniform concrete curing. Reinforcement of slabs -on -grade in order to resist expansive soil pressures may not be required, however reinforcement will have a beneficial effect in containing cracking due to concrete shrinkage. Temperature and shrinkage related cracking should be anticipated in all concrete slabs -on -grade. Slab reinforcement and the spacing of control joints should be determined by the Structural Engineer. Soluble Sulfates: The soluble sulfate concentrations of the surface soils were determined to be approximately 555 parts per million (ppm). Soluble sulfate concentration will likely change as a result of the recommendedsite grading. Soluble sulfate content should be determined after grading and appropriate concrete mix designs should be selected in accordance with UBC Table 1.9-A-3. Sladden Engineering f February 17, 2004 -5- Project No. 544-4010 04-02-139 Tentative Pavement Design: All paving should be underlain by a minimum compacted fill thickness of 12 inches (excluding aggregate base). This may be performed as described in the Site Grading Section of this report. R -Value testing performed during our previous investigation resulted in an R -Value of 62. On this basis, a pavement section of 3.0 inches of asphalt on 4.0 inches of base material should be applicable for the design of the majority of the onsite pavement. fhe, appropriate pavement sections for off siie improvements will be dependent upon traffic indices detennined by the City of La Quinta, California. Aggregate base should conform to the requirements for Class 2 Aggregate base in Section 26 of CalTrans Standard Specifications, January 1992. Asphaltic concrete should conform to Section 39 of the CalTrans Standard Specifications. ,The recommended sections should be provided with a uniformly compacted subgrade and precise control of thickness and elevations during placement. Pavement and slab designs are tentative and should be confirmed at the completion of site grading when the subgrade soils are in-place. This will include sampling and testing of the actual subgrade soils and an analysis based upon the specific traffic information Shrinkage and Subsidence: Volumetric shrinkage of the material that is excavated and replaced • as controlled compacted fill should be anticipated. We estimate that this shrinkage could vary from 15 to 20 percent. Subsidence of the surfaces that are scarified and compacted should be between 0.1 and 0.2 tenths of a foot. This will vary depending upon the type of equipment used, the moisture content of the soil at the time of grading and the actual degree of compaction attained. These values for shrinkage and subsidence are exclusive of losses that will occur due to the stripping of the organic material from the site, the removal of deleterious materials and the removal of debris, and other subsurface obstructions. General Site Grading: All grading should be performed in accordance with the grading ordinance of the City of La Quinta, California. The following recommendations have been developed on the basis of our field investigation and laboratory testing: 1. Clearing and Grubbing: Proper clearing of any existing vegetation and debris will be very important. All surfaces to receive compacted fill should be cleared of roots, vegetation, debris, and other unsuitable materials which should be removed from the site. Soils that are disturbed due to the removal of the surface vegetation, previous improvements or artificial fill material should be replaced as controlled compacted fill ' under the direction of the Soils Engineer. u' Sladden Engineering February 17, 2004 -6= Project No. 544-4010 04-02-139 2. Preparation of Building Areas: Within the building areas, removal and recompaction of the primary foundation bearing soils is recommended. As a minimum, removals within the building areas should extend to a depth of at least 3 feet below existing grade or 3 feet below the bottom of the footings, whichever is deeper. The I surface should be scarified, moisture conditioned and compacted so that a minimum of 90% relative compaction is attained. Once deleterious materials are removed, the -native soils and artificial fill materials may be placed as controlled compacted fill. Overexcavation should be observed by a representative of Sladden Engineering and compaction should be verified by testing. Overexcavation should extend at least 5 feet laterally beyond the footings. 3. Preparation of Surfaces to Receive Compacted Fill: Other areas to receive compacted fill should be brought to near optimum moisture content and compacted to a minimum of 90% relative compaction. 4. Placement of Compacted Fill: Fill materials consisting of on-site soils or approved imported granular soils, should be spread in thin lifts, and compacted at near optimum moisture content to a minimum of 90% relative compaction. Tmported material shall have an Expansion Index not exceeding 20. The contractor shall notify the Soils Engineer at least 48 hours in advance of importing soils in order to provide sufficient time for the evaluation of proposed import materials. The contractor shall be responsible for delivering material to the site that complies with the project specifications. Approval by the Soils Engineer will be based upon material delivered to the site and not the preliminary evaluation of import sources. Our observations of the material encountered during our investigation indicate that compaction will be most readily obtained by means of heavy rubber -wheeled equipment and/or vibratory compactors. At the time of our investigation, the subsoils were found to be quite dry. A more uniform moisture content should be attained during recompaction and fill placement. 5. Preparation of Slab and Pavement Areas: All surfaces to receive asphalt concrete pavement or concrete slabs -on -grade should be underlain by a minimum compacted fill thickness of 12 inches. This may be accomplished by a combination of scarification and recompaction of the surface soils and placement of the fill material as controlled compacted fill. Compaction of the slab and pavement areas should be to a minimum of 90 percent relative compaction. 6. Testing and Inspection: During grading tests and observations should be performed by the Soils Engineer or his representative in order to verify that the grading is being performed in accordance with the project specifications. Field density testing shall be performed in accordance with acceptable ASTM test methods. The minimum acceptable degree of compaction should be 90 percent of the maximum dry density as obtained by the ASTM D1557-91 test method. Where testing indicates insufficient density, additional compactive effort shall be applied until retesting indicates satisfactory compaction. Sladden Engineering February 17, 2004 -7-. Project No. 544-4010 04-02-139 GENERAL the findings and recommendations presented in this report are based upon an interpolation of the soil conditions between the exploratory boring locations and 'extrapolation of these conditions throughout the proposed building area. Should conditions encountered during grading .appear different than those indicated in this report, this office should be notified. this report is considered to be applicable for use by Thomas Enterprises, Inc. and its consultants for the specific site and project described herein. The use of this report by other parties or for other projects is DDI authorized. The recommendations of this report are contingent upon monitoring of the grading operations by a representative of Sladden. Engineering. All recommendations are considered to be Tentative pending our, review of the grading operations and additional testing, if indicated. If others are employed to perform any soil testing, this office should be notified prior to such testing in order to coordinate any' required site visits by our representative and to assure indemnification of Sladden Engineering. Our investigation was conducted prior to the completion of plans for the project. We recommend that a pre job conference be held on the site prior to the initiation of site grading. The purpose of this meeting will be to assure a complete understanding of the recommendations presented in this report as they apply to the actual grading performed. i Sladden Engineering 3ilwauiffrug riapMY s80-1 ssuuog u -Old 21?S d XIQNaddv APPENDIX A i FIELD EXPLORATION for our field investigation, 10 exploratory borings were excavated on January 16, 2004, using a truck rounted hollow stem auger rig (Mobile B53) in the approximate locations indicated on the site plan included in this appendix. Continuous logs of the materials encountered were made on the site by a Rpresentative of Sladden Engineering. Boring logs are included in this appendix. Representative undisturbed samples were obtained within our borings by driving a thin-walled steel pnetration sampler (California split spoon sampler) or a Standard Penetration Test (SPT) sampler with a 140 pound hammer dropping approximately 30 inches (ASTM D1586). The number of blows required to drive the samplers 18 inches was recorded (generally in 6 inch increments). Blowcounts are indicated on tie boring logs. The California samplers are 3.0 inches in diameter, carrying brass sample rings having inner diameters of 25 inches. The standard penetration samplers are 2.0 inches in diameter with an inner diameter of 1.5 inches. Undisturbed samples were removed from the sampler and placed in moisture sealed containers in order to preserve the natural soil moisture content. Bulk samples were obtained from the excavation spoils and samples were then transported to our laboratory for further observations and testing. Samples tiEere then transported to our laboratory for further observations and testing. Sladden Engineering I Ii COAPORATF rFMTFR QRIVP_ PAW PW OFM Dom= WMDM 1, �; W TTI - .q. t .II•e WLOR �� ^. ifs 1 �� _ 7 M -P , aawl"i - i777FAA �,:' - J �aa_ RMJRE DEYEUX-AEUT nri 10 PARGEL3 81: North Approximate Boring Locations The Pavilion at La Quinta NWC Highway 111 and Adams Street / La Quinta, California Date: 1-16-04 Borin no. I Job NO.: 544-4010 �t y DESCRIPTION °; A o REMARKS i E :O rn U t� vn. U 0 Sand: Grcy brown, SP/SM slightly silty, fine grained s - 4/13/17 89 2 --- 14% passing 8200 1020/31/40 Silty Sand: Grey brown, SM 97 I 1 o 40%passing #200 very silty, fine brained ,s 30/30/47 Sand: Grey brown, SP Unrecovered Sample fine grained 20M 21/50-6" 95 6 --- 3% passing #200 Recovered Sample Total Depth _ 21.5' ® Disturbed Sample No Bedrock No Groundwater 25 30 35 40 45 50 Note: The stratification lines 55 represent the approximate boundaries between the soil types; the transitions may be gradual., The Pavilion at La Quinta NWC Highway 111 and Adams Street / La Quinta, California Date: 1-16-04 Borinp No. 2 Job No.: 544-4010 y C y — O DESCRIPTION Q R REMARKS 0 Silty Sand: Grey brown, SM I. i_ fine grained s 16/18/22 " " 90 9 --- 28% passing #200 10 22/27/33 Sand: Grey brown. Y SP 89 3 ___ u 2 /o passing #200 _ fine grained 15 31/39/39 99 6 --- 2% passing #200 20 Clayey Silt: Brown with thin ML 20/40/50 interbedded silty sand layers 89 24 87% passing #200 - - Recovered Sample Total Depth = 21.5' No Bedrock No Groundwater 25 30 35 40 45 50 ' Note: The stratification lines 55 represent the approximate boundaries between the soil types; the transitions may be gradual. The Pavilion at La Quinta NWC Highway 111 and Adams Street / La Quinta, California Date: 1-16-04 Borin2 No. 4 Job No.: 544-4010 C i DESCRIPTION F G o a REMARKS 0 Sand: Grey brown, SP fine grained 5 10/13/17 97 2 2% passing #200 i0 19/32/40 Silty Sand: Grey brown, Sm 101 4 --- 25% passing #200 fine grained 15 13/24/25 Clayey Silt: Brown, sandy ML, 87 17 - 83% passing #200 20 Sand: Grey brown, SP I8/50 -G" fine grained 98 3 --- 2% passing #200 - Recovered Sample Total Depth = 21.5' No Bedrock No Groundwater 25 30 35 40 45 50 - Note: The stratification lines 55 represent the approximate boundaries between the soil types. the transitions may be gradual. The Pavilion at La Quinta NWC Highway 111 and Adams Street / La Quinta, California Date: 1-16-04 Borine No. 6 Job No.: 544-4010 d � y � .r yDESCRIPTION A o a REMARKS (U o 9 D:.tn U v°; as a 0 oU 0 - Sand: Grey brown, SP fine grained - 10/16/20 101 3 --- 2% passing #200 10 _ 17/28/40 97 2 --- 3% passing #200 15 19/35/35 Clayey Silt: Brown, sandy ML 94 21 --- 77% passing #200 - Recovered Sample Total Depth = 16.5' No Bedrock ` - - No Groundwater 20 25 30 35 40 45 50 - Note: The stratification lines 55 represent the approximate boundaries between the soil types; the transitions may be gradual. i' it I to The Pavilion at La Quinta NWC Highway 111 and Adams Street / La Quinta, California Date: 1-16-04 Borin No. 10 Job No.: 544-4010 y 11 r A� U m DESCRIPTION F p c a V REMARKS 0 - - s 10 i5 31/50-6" 14/16/18 17/30/30 Sand: Grey brown, fine grained ' SP 107 2 --- 2% passing #200 Silty Clay: Brown with thin interbedded sand layers CL 81 42 98% passing #200 Sand: Grey brown, fine grained SP 93 4 --- 4% passing #200 20 25 30 35 40 45 50 - 55 - Recovered Sample Total Depth = 16.5' No Bedrock No Groundwater Note: The stratification lines represent the approximate boundaries between the soil types, the transitions may be gradual. Slarlden Engineering APPENDIX B LABORATORY TESTING iepresentative bulk and relatively undisturbed soil samples were obtained in the field and returned to our Fboratory for additional observations and testing. Laboratory testing was generally performed in two bases. The first phase consisted of testing in order to determine the compaction of the existing natural sail and the general engineering classifications of the soils underlying the site. This testing was performed in order to estimate the engineering characteristics of the soil and to serve as a basis for xlecting samples for the second phase of testing. The second phase consisted of soil mechanics testing. this testing including consolidation, shear strength and expansion testing was performed in order to provide a means of developing specific design recommendations based on the mechanical properties of de soil. CLASSIFICATION AND COMPACTION TESTING Pnit Weight and Moisture Content Determinations: Each undisturbed sample was weighed and measured in order to determine its unit weight. A small portion of each sample was then subjected to testing in order to determine its moisture content. This was used in order to determine the dry density of tie soil in its natural condition. The results of this testing are shown on the Boring Logs. Maximum Density -Optimum Moisture Determinations: Representative soil types were selected for maximum density determinations. This testing was performed in accordance with the ASTM Standard D1557-91, Test Method A. The results of this testing are presented graphically in this appendix. The maximum densities are compared to the field densities of the soil in order to determine the existing relative compaction to the soil: This is shown on the Boring Logs, and is useful in estimating the strength and compressibility of the soil. Classification Testing: Soil samples were selected for classification testing. This testing consists of mechanical grain size analyses and Atterberg Limits determinations. These provide information for developing classifications for the soil in accordance with the Unified Classification System. This classification system categorizes the soil into groups having similar engineering characteristics. The results of this testing are very useful in detecting variations in the soils and in selecting samples for further testing. SOIL MECHANIC'S TESTING Direct Shear Testing: Two bulk samples were selected for Direct Shear Testing. This testing measures the shear strength of the soil under various non -nal pressures and is used in developing parameters for foundation design and lateral design. Testing was performed using recompacted test specimens, which were saturated prior to testing. Testing was performed using a strain controlled test apparatus with normal pressures ranging from 800 to 2300 pounds per square foot. Expansion'Testing: These bulk samples were selected for Expansion testing. Expansion testing was performed in accordance with the UBC Standard 18-2. This testing consists of remolding 4 -inch diameter by 1 -inch thick test specimens to a moisture content and dry density corresponding to approximately 50 percent saturation. The samples are subjected to a surcharge of 144 pounds per square foot and allowed to reach equilibrium. At that point the specimens are inundated with distilled water. The linear expansion is then measured until complete. Sladden Engineering t Sladden Engineering r t Sladden Engineering Sladden Engineering 1997 UNIFORM BUILDING CODE SEISMIC DESIGN INFORMATION The International Conference of Building Officials 1997 Uniform Building Code contains substantial revisions and additions to the earthquake engineering section in Chapter 16. New concepts contained in the updated code that will likely be relevant to construction of the proposed structures are summarized telow. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity a significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type 1997 UBC San Andreas 8.7 km A San Jacinto 32 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Sladden Engineering Near -Source Near -Source Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor Nv Ca Cv San Andreas 1.1 1.3 0.44 Na 0.64 N,, San Jacinto 1.0 1.0 0.44 Na 0.64 N,, Sladden Engineering e ' i EQFPULT r Version 3.00 • }.. 'k k k kx;k ✓'k kYk k :l. xir �+i +k f f DETERMINISTIC ESTIMATION OF PEAK A'-'.CELERA'TION FROM DIGITIZED FAULTS JOB NUMBER: 599-9010 DATE: 02-06-2009 JOB NAME,: NWC Highway Ii`_ & Adams Street La Quir,ta, California CALCULATION NAME: Test Run Analysis FAULT -DATA -FILE NAME: CJMGFLTE.DAT SITE COORDINATES: SITE LATITUDE: 33.7094 SITE LONGITUDE: 116.2844 ' SEARCH RADIt3S : 100 m: ATTENUATION RELA'1;ION: 5) Boore et al. (1997) Horiz. - SOIL (310) UNCERTAINTY (M=Median, S=Sigma): M, Number of Sigmas: 0.0 DISTANCE MEASURE: od_2drp SCOND: 0 Basement Depth: 5.00 km Campbell SSR: Campbell SH1R: COMPUTE.PEAK HORIZONTAL ACCELERATION FAULT -DATA FILE USED: CDMGFLTE.DAT MINIMUM DEPTH VALUE (km): 0.0 --------------- EQFAULT SUMMARY --------------- DETERMINISTIC SITE PARAMETERS ------------------------------ Pace 1 ------------------------------------------------------------------------------- I IESTIMATE;D MAX. EARTHQUAKE EVENT I APPROXIMATE I ------------------------------- ABBREVIATED I DISTANCE I MAXIMUM I PEAK JEST. SITE FAULT NAME I mi (km) IEARTHQUAKEJ SITE JINTENSITY I MAG.(Mw) I ACCEL. g JMOD.MERC. SAN ANDREAS - Coachella 1 5.411 8.7)1 7.1 1 0.371 1 IX SAN ANDREAS - Southern 1 5.9( 8.7)1 7.4 1 0.434 1 X BURNT MTN. 1 '--7.1( 27.6)1 6.4 J 0.11.8 1 VII EUREKA PEAK 1 18.1( 29.1)1 6.4 1 0.113 1 VII, SAN ANDREAS - San Bernardino 1 18.5( 29.8)1 7.3 1 0.178 J VIII SAN JACINTO-ANZA 1 21.3( 39.3)1 7.2 1 0.152 J VIII SAN JACINTO-COYOTE CREEK 1 21.7( 39.9)1 6.8 1 0.122 J VTI PINTO MOUNTAIN 1 29.9( 98.1)1 7.0 J 0.106 1 VII EMERSON So. - COPPER MTN. I 31.5( 50.7)1 6.9 J 0.096 1 VII LANDERS I 32.2; 51.9)1 7.3 1 0.117 J VII PISGAH-BULLION MTN.-MESQUITE LK J 33.7( 59.2)1 7.1 J 0.102 1 VII• SAN JACINTO - BORREGO J 35.6( 57.3)1 6.6 J 0.075 ,1 VII. SAD: JACINTO-SAN JACINTO VALLEY_ I 36.9( 58.6)1 6.9 I 0.086 J VII NORTH FRONTAL, FAULT ZONE (East) 1 37.2( 59.8)1 6.7 I 0.093 J VII EARTHQUAKE VALLEY 1 40.3( 64.8)1 6.5 0.065 J VI BRAWLEY SEISMIC ZONE 1 41.6( 66.9)1 6.4 1 0.060 1 VI JOHNSON VALLEY (Northern) 1 43.1( 69.3)1 6.7 1 0.068 1 VI ELSINORE-JULIAN 1 43.6( 70.2)1 7.1 J 0.083 J VI'I CALICO - HIDALGO 1 49.8( 72.1)1 7.1 1 0.082 1 VII E.LSINORE-TEMECULA 1 47.6( 76.9)1 6.8 1 0.066 J VI LENWOOD-LOCKHART-OLD WOMAN SPRGSJ 48.8( 78.6)1 7.3 1 0.085 1 VII' ELMORE RANCH I 99.0( 78.8)1 6.6 J 0.059 1 VI NORTH FRONTAL FAULT 'LONE (West; 1 99.2( 79.2)1 7.0 1 0.088 1 VII ELSINORE-COYOTE MOUNTAIN 1 51.6( 83.1)1 6.8 J 0.062 1 VI SUPERSTITION MTN. (San. Jacinto) I 53.7( 86.9)1 6.6 1 0.055 1 VI SUPERSTITION HILLS (San Jacinto)I 54.6( 87.8)1 6.6 1 0.054 1 VI AELENDALE - S. LOCKHARDT J 56.7( 91.3)1 7.1 1 0.068 1 VI SAN JACINTO-SAN BERNARDINO I 58..7 ( 94.5)1 6.7 J 0.054 J VI ELSINORE-GLEN IVY 1 61.3( 98.7)1 6.8 J 0.055 J VI CLEGHORN 1 66.1( 106.3)1 6.5 J 0.044 1 VI IMPERIAL 1 68.7( 110.6)1 7.0 1 0.056 J VI LAGUNA SALADA 1 71.8( 115.6)1 7.0 1 0.054 J VI CUCAMONGA 1 73.8( ).18.7)1 "7.0 1 0.064 I VI CHINO -CENTRAL AVE. (Elsinore) J 79.3( 119.5)1 6.7 1 0.054 -I VI NEWPORT-INGLEWOOD (Offshore) 1 76.1( 122.5)1 6.9 1 0.049 I VI .ROSE CANYON 1 76.2( 122.6)1 6.9 J 0.049 1 VI WHITTIER J 78.9( 126.1)1 6.8 1 0.045 ( VI SAN ANDREAS - Mojave 1 82.8( 133.2)1 7.1 1 0.051 1 VI SAN ANDREAS - 1857 Rupture I 82.8( 133.2)1 7.8 1 0.073 1 VII SAN JOSE 1 85.5( 137.6)1 6.5 1 0.099 1 VI ----------------------------- DETERIMINTSTIC SITE PAR.AMETPRS ----------------------------- Pace 2 ------------------- ------------------ ------------------------------------------- I ! ESTIMATED MAX. EA=T"WAKE EVENIT I APPROXIM-ATE i ------------------------------- ABBREVIATED 1D1.37ANCE MAXIMUV I PEAK IEST. SITE -P.r?L NAME,, I rr, i (Ysn) i EARTHQUAKE I SITE I INT}'_'_NS TY I ; MAG .(Mw) I ACCEL. g IM01?.MERC. GRAVEL HILLS - HARPER LAKE 1 88.2( 142.0); 6.9 1 0.043 1 Vi SIERRA MADRE 1 88.4( 142.3)) 7.0 1 0.056 1 VI ELYSIAN PARK THRUST 1 90.6( 145.8): 6.7 I 0.047 i VI CORONADO BANN I 91.3( 1.47. (Y) 1 7.4 I 0. 055 ; V" NEWPORT-INGLEWOOD (L.A.Sasir:) 1 94.6( '_52.2)1 6.9 I 0.041. V CLAMS IIELI,-SAWPT T 1 96.9( 156. ); 1 6.5 I C.040 1 V COMPTON THRUST 1 97..3 (,56.6) 1 6.8 1 0.046 V1 •PALOS VERDE•S 99.5 ( X60.2)1 7.) 1 0.044 V_ . ****+i•'+* **•*+**+i *+* W'L J#•+i i *+*ii •r** **i* 1*.ki *+++vY * r 1 *T*'**++iY * # �*#k *'i i k * * r 4 # # * t i -END OF SEARCH- 48 FAULTS FOUND WITF.IN THE SPECIFIED SEARCH RADIUS. THE SARI ANDREAS - Coachella FAULT IS CLOSEST TO THE SITE. IT IS ABOUT 5.4 MILES (8.7 km) AWAY. LARGEST MAXIMUM -EARTHQUAKE SITE i . ACCELERATION: 0.4345 g F l 1100 1000 900 700 600 500 400 300 200 100 u CALIFORNIA FAULT MAP NWC Highway I I I & Adams Street / La Quinta 0 -100- -400 -300 -200 -100 0 100 200 300 400 500 600 0 cu a� a� U U B STRIKE -SLIP FAULTS 5) Boore et al. (1997) Horiz. - SOIL (31.0) • M=5 M=6 M=7 M=8 .1 .01 10 100 Distance [adistj (km) ii �lnti DIP -SLIP FAULTS 5) Boore et al. (1997) -Horiz. - SOIL (3 10) M=5 M=6 M=7 M=8 a) U U Q .01 .001 10 100 Distance [adistl (km) o m a� a) U U Q .01 .001 10 100 Distance [adistl (km) BLIND -THRUST FAULTS 5) B oore.et al. (1997) Horiz. - SOIL (3 10) M=5 M=6 M=7 M=8 1 01 10 100 Distance fadistl (km) C 0 4--1 m 01 10 100 Distance fadistl (km) MAXIMUM EARTHQUAKES NWC Highway 111 & Adams Street / La Quinta .1 002 1 - 10 100 Distance (mi) a� a� U U 1 - 10 100 Distance (mi) EARTHQUAKE MAGNITUDES & DISTANCES NWC Highway 1 1 1 & Adams Street / La Quinta 7.75 6.50 .1 1 10 100 Distance (mi) 7.50 7.25 a� c 7.00 x.6.75 6.50 .1 1 10 100 Distance (mi) ^t r,•i.i•..or .. .. .. r fii. 7••i,�h"A.r•i:. ij'.F'' y.,:.i.. %C:F`. ��N . �� i-iTh �. .:t,'=S�v�'i'i'n': 'RL. MTG L A'I Corporate:.' San Diego/Imperial County: Inland EmpL , 2992 E.' La Palma Ave4 Ste. A 7313 Carroll Road; Suite G 14320 ElswA Street, Ste. C101 Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK A INSPECTOR O TECHNICIAN 41�1% k�� .! >� �� . AVAILABLE: SOIL REPORT (Y) (N) SPECS 4r4 (N) APPROVED PLANSQY)j(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG \ OF \ CONTRACTOR v c a PLAN FILE NO. PERMIT N0 . o SUB -CONTRACTOR . PROJECT NAME Rs INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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. MATERIALS USED BY CONTRACTOR(`N=LUDE`RE,SEARCH REPORT NOCO�RRCi PORTS): CONTRACTORS EQUIPMENT/ ANPOWER USED: AREA, GRID LINES, PIECES OBSERVED: QLrSecr. `1L�.<l�c�sc�«��..--�-�.� �\,��Iek �c�1L �w�`C► Q�c.v—��t�3L �QL�..n0.0 ��. r -�.. \y.�.�\��•�G\ 1c, •_.�5 �.r.� \min y� F "CVS STRUCTURAL NOTES, DETAIL. OR FIRS USED: �� C.) t) � REMARKS, INCLUDING NEEIINDS. 10 �a.� a.� c� CP _.opt: c e..��.y.,.� �` \ 5 3� � 3aoo es • � A\A.c�i �.._ . l' ' Qe e'.a., c5N � tee.. Co � o.ti�.. -_...._ _- �\•e�aJ c,..•��/off V..3'��. REWORK AS PERCENT OF ALL WORK TODAY• PERQENT PROJECT T COMPI ETIOW WEATHER: TEMPERATURE:TESTS SAMPLES TAKEN: S�� Q REQUIRED: G.4. \^,C "Y e,, SITE TIME START:? �— LUNCH PERIOD: SITE TIME FINISH:^ --- TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBG Certification Number Print Name City / County Certification Number I`. Rev: 7/97 1 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/2112006 PROJECT N0.-23460 ' 1 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 - REPORT NO. 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy - INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT:. 79-220. Highway 111 -- La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the truss and joist end connections. (2) Welding of the splice plates on the girder to girder connections. (3) Welding of the splice plates on the truss to truss and joist to joist connections. 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: Na TEMPERATURE: 68 deg. F TESTS REQUIRED: n/a SITE TIME,START: 11:30 AM SITE TIME FINISH: 3:30 PM p LUNCH PERIOD: 1/2 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/21/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number w, M AL Corporate: San Diego/Imperial County: Inland Emph- 2992 E. La Palma Ave., Ste. A 7313 Carroll Road, Suite G 14320 Elsworth Street, Ste. C101 Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 714.632.2974 „��,.ax 858.537.3990 Fax: 951.653.4666 PELD=:REPORT TYPE OF WORK INSPECTOR ❑TECHNICIAN;, r c7. AVAILABLE: SOIL REPORTM(N) SPECS 4&(N) APPROVED PLANSd(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER ` REPORT NO. PG \ OF CONTRACTOR V PLAN FILE NO. PERMIT N0. , SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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. MATERIALS USED BY CONTRAOTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST q PORTS): 4,(/1 l/f it CONTRACTORS EQUIPMENT /� O�WER USED: AREA, GRID LINES, PIECES OB . STRUCTURAL NOTES. DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: �� TEMPERATURE: SAMPLES TAKEN: �i S �� [• S C� e TESTS REQUIRED: SITE TIME START: `Tc�lz SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL_ OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL IN)ATIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 s r MTG L Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empl,_. 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK INSPECTOR OTECHNICIAN M V�' AVAILABLE: SOIL REPORT (N) APPROVED PLANS e)(N) SPECS15) (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT SWAN",N ��: FOR WEEK ENDING l - `Zo•-cam PROJECT. NO. 3 k t ENGINEER \ ��_ REPORT NO. PG 1 OF 1 CONTRACTOR ') v PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTOR CIUIPMENT / MANPOWER USED? r� (�• �' (/� \\ AREA, GRID LINES, PIECES OBSERVED: STRUCTURAL NOTES. DETAIL. OR RFIS USED: REMARKS. INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER:^ SAMPLES TAKEN: TEMPERATURE: TESTS REQUIRED: SITE TIME START: OCI \� SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMRLIES WITH AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE Signature Date of Report Print Name THE S INVESTIGATION RECOMMENDATIONS, NOTED N THE DEFICIENCY REPORT s• ICBO Certification Number City / County Certification Number Rev: 7/97 x x.� MTG L Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emp'i_ 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK AINSPECTOR ❑TECHNICIAN AVAILABLE: SOIL REPORTdyy(N) SPECS CNN) APPROVED PLANS&�(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER � � � REPORT N0. PG � OF CONTRACTOR PLAN FILE NO. PERMIT NO. 0 IsZ SUB -CONTRACTOR C• PROJECT NAME INSPECTION ADDRESS -� ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBG 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPUSED: l AREA, GRID LINES, PIECES OBSERVED: v Gam➢ � �� . � - vim± ;! \\ �G•�r-J �L^S:JLJ.��°�L-`' t STRUCTURAL NOTES. DETAIL. OR RFIS USED: REMARKS, INCLUDING NEE71NGS: JJ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION' WEATHER: C��2i\2 SAMPLES TAKEN: --<2r TEMPERATURE: TESTS REQUIRED: F: SITE TIME START: 1Qa SITE TIME FINISH: -MQ� LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES ATH THE SOIL ESTIGATION RECOMMEND AND/ OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN HE DEFICIENCY REPORT /> Signature Date of Report ICBO Certification Number Print Name City / County Certification Number M Rev: 7/97 MTG L ,www Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empi_ 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK eINSPECTOR O TECHNICIAN y1 a�:v AVAILABLE: SOIL REPORTS jY' (N) SPECS (tag N) APPROVED PLANBZ�(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT S e d� FOR WEEK ENDING qq q� ZV �'v MPROJECT. NO. 7' ENGINEER A S" REPORT NO. PG ` OF CONTRACTOR C_ PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): -'r Npz! _e CONTRACTORS EQUIPMENT / MANPOO RRUUSED: LCD ) T`�`i�-S6�y `� s \ l J �'c_�.� G) AREA, GRID LINES, PIECES OBSERVED: C. �� : �s�� v SSL Qq,, -V,1 STRUCTURAL NOTES. DETAIL. OR RFIS USED: (� REMARKS. INCLUDING MEETINGS. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: ��C c�C� SAMPLES TAKEN: •'�— TEMPERATURE: c W� TESTS REQUIRED: _ SITE TIME START: RICK SITE TIME FINISH: ,ng.—, LUNCH PERIOD: TRAVEL TIME: VERIFIED I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT f Signature Date of Report ICBO Certification Number /*1_2221,we/l� ,%��:-.� e - Print Name City / County Certification Number Rev: 7/97 =h MTG L Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emp,._. 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK NSPECTOR ❑ TECHNICIAN S<t 1-3, AVAILABLE: SOIL REPORT (Y) (N) SPECS ® (N) APPROVED PLANSO (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT S FOR WEEK ENDING �-- CQ -o% PROJECT. NO. ENGINEER ` REPORT NO. PG OF CONTRACTOR C PLAN FILE NO. PERMIT NO. I c` r SUB -CONTRACTOR \J� PROJECT NAME RS --z' INSPECTION ADDRESS �qV, ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTGI. SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS 1F THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTO OUIPMENT/ MANPOWER ED: AREA, GRID LINES, PIECES OBSERVED: o STRUCTURAL NOTES. DETAIL. OR RFIS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY* PERCENT PROJECT COMPLETION! WEATHER: 5-" '.,,�`t I TEMPERATURE: SAMPLES TAKEN: TESTS REQUIRED: TEST SITE TIME START:,)On p� SITE TIME FINISH: 3©�Q `^-'� LUNCH PERIOD: TRAVEL TIME: VERIFIED Y: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 MTG� Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland EmIJ.- 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK XINSPECTOR OTECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) APPROVED PLANS(MN) SPECS ®(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG OF CONTRACTOR e PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME N, INSPECTION ADDRESS lib ADDRESS OF PROJECT LN a...:,. •'o. REPORTING REQUIREMENTS: ICBO FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT / MANPOWER USED: G\' AREA, AREA, GRID LINES, PIECES OBSERVED: / `+'O\�� • , �P�.or � `. vim%` STRUCTURAL NOTES, DETAIL, -OR RFIS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: .� TEMPERATURE: 1E� SAMPLES TAKEN: TESTS REQUIRED: $� SITE TIME START: ') ed LUNCH PERIOD: SITE TIME FINISH:__Z_Jt&_� TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 'Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San DiegoAmperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emp._ 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK r INSPECTOR ❑ TECHNICIAN �rCvC S �.SO�sZ AVAILABLE: SOIL REPORT (Y) (N) SPECS VP(N) APPROVED PLANS49(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING Ce ' PROJECT. NO. - ENGINEER S � REPORT NO. PG OF � CONTRACTOR PLAN FILE NO. PERMIT N0. SUB -CONTRACTOR I kn, PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT 1 q\ Q kA.,�si \\ i R Q ,� 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 REPORTS): CONTRACTORS EOUI MENT / MANPOWER USED: AREA, GRID LINES, PIECES OBSERVED: �o— `'V STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: TEMPERATURE: SAMPLES TAKEN: ` Qb_ TESTS REQUIRED: SITE TIME START: LUNCH PERIOD: SITE TIME FINISH: n'✓s�sz`\ TRAVEL TIME: VERIFIED I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 1222b EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. JPERMIT NO. .05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamo6ga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-40OSSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the splice plates on the top'cords of the girder to girder, truss to truss and joist to joist connections. -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: Na TEMPERATURE: 75 Deg. F TESTS REQUIRED: n/a SITE TIME START: 1:00 PM SITE TIME FINISH: 4:30 PM ' - LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY I uU t$Y L;tK I IrY I HAI 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/23/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number lir 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115 3 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 2 PG '1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Coristructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250 AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding the top cord of the truss and joist end connections. 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: n/a TEMPERATURE: 75 Deg F TESTS REQUIRED: n/a SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED BY I UO BY UER I IFY 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. /ggzz" 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/24/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number < ....... ........ 3. 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115YO ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 3 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250 AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the splice plates between the girder to girder, truss to truss and joist to joist connections. Completed: RFI No 0107. 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: n/a TEMPERATURE: 68 deg. F TESTS REQUIRED: n/a SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve'W. Bodnar 01/25/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number OR F11101%,1416t, CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 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 Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 7 --PROJECT NO. 311 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102. REPORT NO. 4 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 ELECTRODE: SMAW E-7018 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-40OSSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the roof joist bridging. Completed Welding of the tube steel to the top cord of the roof girders on lines 3/A to B & F to G, 4/A to B & F to G, 5/A to B & F to G. 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: n/a TEMPERATURE: 70 Deg. F TESTS REQUIRED: n/a SITE TIME START: - 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: ERIFIED 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 I OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE 13UILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/26/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number y 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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) zt ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115b63 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 5 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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, $O NOTE CN 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 CONTRACTORS EQUIPMENT I MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the roof joist bridging. Completed: Welding of the splice plates on the roof girder to girder, truss to truss & joist to joist end connections. 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: n/a TEMPERATURE: 71 Deg. F TESTS REQUIRED: nta SITE TIME START: 7:00 AM SITE TIME FINISH: 9:30 AM LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY U� DT � cr% i it T i MAI i rvrvc rr-MbUNALLT Ubt-tKvtU 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 01/27/2006 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 / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 31150 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 6 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 SHAW E-7018 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the roof joist bridging. 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: n/a TEMPERATURE: 71 Deg. F TESTS REQUIRED: Na SITE TIME START: 8:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none TRAVEL TIME: ERIFIED 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 01/28/2006 Print Name 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 / 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 ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING 02103/2006 1 PROJECT NO. 3115DO3 REPORT NO. 5 PLAN FILE NO. PROJECT NAME: Best Buy PG 1 PERMIT NO. 05-2121 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NONCONFORMING 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 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the framing support for RTU -1 unit on line 3/13 at the roof level. Items Completed: Welding of the roof joist bridging angles on lines 4.3/ A to G, 4.7/A to G & 4.9/A to G. 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: n/a TEMPERATURE: 80 Deg. F TESTS REQUIRED: n/a SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: OF 1 BY 100 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. 0849264-85 Si t gna u— Steve Certification Number Steve W. Bodnar 02/03/2006 _ City Of La Quinta Print Name Date Of Report P City / County Certification Number X SSW INSPECTOR TECHNICIAN ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Porto la Const ructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA Inland Empire 14320 Ellsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING '02/04/2006 1 PROJECT NO. 3115003 REPORT NO. 4 PLAN FILE NO. PROJECT NAME: Best Buy PG 1 PERMIT NO. 05-2121 ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Proaress- of the roof joist bridging. the ends of the W12x30 beam on lines 6/8.5 & 6/C.5. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: WEATHER: Hot PERCENT PROJECT COMPLETION: SAMPLES TAKEN: Na rEMPERATURE:76 Deg. F TESTS REQUIRED: n/a SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM OF 1 LUNCH PERIOD: 1/2 Hr. I G�®-ce- TRAVEL TIME: VERIFIED BY 100 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. ' G L : Signature 0849264-85 Steve W. Bodnar ICBO Certification Number 02/02/2006 _ City Of La Quinta Print Name Date Of Report City / County Certification Number CORPORATE San Diego / Imperial County 2992 E. La Palma Ave., Suite A 7313 Carroll Road, Suite G `. Anaheim, CA 92806 San Diego, CA 92121 ; 1.,. .... .... -. Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 FIELD REPORT Type Of Work X SSW INSPECTOR TECHNICIAN ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Porto la Const ructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA Inland Empire 14320 Ellsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING '02/04/2006 1 PROJECT NO. 3115003 REPORT NO. 4 PLAN FILE NO. PROJECT NAME: Best Buy PG 1 PERMIT NO. 05-2121 ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Proaress- of the roof joist bridging. the ends of the W12x30 beam on lines 6/8.5 & 6/C.5. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: WEATHER: Hot PERCENT PROJECT COMPLETION: SAMPLES TAKEN: Na rEMPERATURE:76 Deg. F TESTS REQUIRED: n/a SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM OF 1 LUNCH PERIOD: 1/2 Hr. I G�®-ce- TRAVEL TIME: VERIFIED BY 100 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. ' G L : Signature 0849264-85 Steve W. Bodnar ICBO Certification Number 02/02/2006 _ City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/11/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quints, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MiTGL 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 CONTRACTORS EQUIPMENT / MANPOWER USED: I WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: 1) Welding of the splice plates on the roof girder to girder, truss to truss and joist to joist end connections on lines 4/A to G and 5/A to G. (2) Welding of the roof truss and joist end connections to the wall embeds on line 2/A to E.9. (3) Welding of the roof truss and joist end connections to the top cord of the roof girders on lines 3/A to G, 4/A to G and 5/A to G. 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: Na TEMPERATURE: 81 De . F TESTS REQUIRED: Na SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM ` LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED BY 100 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 02/07/2006 Print Name 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 / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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:- Smith Consulting Architects '12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/11/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 3 PG 1 -OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO.. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: .Best.Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisp'erwL-Id 8tW-400SSW2., 'L'incoin Shield-ATc SA -250, Miller1railbiazer 301 G r AREA, GRIDLINES, PIECES OBSERVED: Items Completed: (1) Welding of the framing supports for the roof drain units on linesl/G, 2/A.5, 2/E.5, 5/E.5, 5.9/A, 5.9/B.3 & 5.9/D.1. (2) Welding of the framing supports for the RTU -7 Unit on line 3/F.5 & RTU -8 Unit on line 4.3/F.3. (3) Welding of the tube steel to the top cord of the roof girder on line 3/F to G. (4) Welding of the roof joist ends to the wall embeds on lines 1/F to G, .2/F & 2/G� (5) Welding of the roof joist ends to the top cord of the roof girder on line 2/ F to G. (6) Welding of the splice plates on the roof joist to joist connections on line 2/F to ;G. 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: n/a TEMPERATURE: 85 Deg. F TESTS REQUIRED: n/a / SITE TIME START: 11:00 AM SITE TIME FINISH:. 4:!30 PM LUNCH PERIOD:. 1/2 Hr. TRAVEL TIME: VERIFIED BY I i w o T �cn i it T i nt%i i nhvt rtKoVNALLY VtlSEHvtU 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/08/2,006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type. Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS; (Y) SSW . APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: •Smith Consulting Architects FOR WEEK ENDING 02/11/2006 PROJECT NO. 3115D03 '12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER:' CSSI REPORT NO. 3 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO.. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: BeSt.Buy 10722 Edison Court Rancho .Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA j La Quinta CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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 I CONTRACTORS EQUIPMENT / MANPOWER USED: i' WELDING MACHINE: MQ Whisperweld StW-410OSSW2, -Lincoln Shield-ATc SA -250, Millet1railblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: j (1) Welding of the framing supports for.the roof drain units on linesl/G, 2/A.5,2/EA 5/E.5, 5.9/A, 5.9/B.3 & 5.9/D.1. (2) Welding of the framing supports for the RTU -7 Unit on line 3/F.5 & RTU -8 Univ on line 4.3/F.3. 3) Welding of the tube *steel to the top cord of the roof girder on line 3/F to G. (4) Welding of the roof joist ends to the wall embeds on lines 1/F to G, .2/F & 2/G1 (5) Welding of the roof joist ends to the top cord of the roof girder on line 2/ F to G. (6) Welding of the splice plates on the r6of joist to joist connections on line 2/F to ;G. i � I STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: j PERCENT PROJECT COMPLETION: WEATHER: Hot SAMPLES TAKEN: Na TEMPERATURE: 85 Deg. F TESTS REQUIRED: I n/a / SITE TIME START: 11:00 AM SITE TIME FINISH:'. 4.30 PM LUNCH PERIOD:. 1/2 Hr. TRAVEL TIME: ; I VERIFIED BY I Uv OT l,MM i it T i MAI i rlAvt VLKtoUNALLY VtiStRVLU 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. I 0849264-85 Signature Signature ICBO Certification Number Steve W. Bodnar 02/08/2006 , City Of La Quinta Print Name Date Of Report i 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951:653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. m APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/11/2006 PROJECT NO. 311510103 ENGINEER: CSS1 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL / MITGL 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 CONTRACTORS EQUIPMENT / MANPOWER USED: i WELDING MACHINE: MQ Whisperweld BLW-4OOSSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: (1) Welding of the splice plates on the roof girder to girder, truss to truss and joist to hist end connections on lines 4/A to G and 5/A to G. (2) Welding of the roof truss and hist end connections to the wall embeds on line 2/A to E.9. (3) Welding of the roof truss and joist end connections to the top cord of the roof girders on lines 3/A to G, 4/A to G and 5/A to G. 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: Na TEMPERATURE: 81 De . F TESTS REQUIRED: Na SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM ` LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: r VERIFIED BY 1 — a r van r it r i nA i I nAvr- r-r-MOUNALLT VtlJtKVtU ALL UI' I HE WORK USTED 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. 9?111 14 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/07/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects FOR WEEK ENDING 0211112006 PROJECT NO. 31151303 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI REPORT NO. 1 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO.PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA 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 8 FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SAE -350, Miller trailblazer 301 G Miller Trailblazer 550 AREA, GRIDLINES, PIECES OBSERVED: Items Completed: (1) Welding of the framing support for the CU -1 Unit on line 5.6/D.3 at the roof level. (2) Welding of the framing supports for the RTU -1 Unit on 3/13, RTU -2 Unit on 3/C.5, RTU -3 Unit on 3/E, RTU -4 Unit on 5/B, RTU -5 Unit on 5/C.5, RTU -8 Unit on 4.5/F.3, RTU -9 Unit on 5.5/F. All at roof level. 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: n/a TEMPERATURE: 82 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 112 Hr. TRAVEL TIME: VERIFIED BY , v QV Ct /ILL VP 1 nt VVUKM ua 1 tU AbUVt ANU 7 HAT 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. rl�' attZ4"' 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/06/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number s�( 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 REPBRT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects FOR WEEK ENDING 02/11/2006 PROJECT NO. 3115D03 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI REPORT NO. 1 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: ,79-220 Highway,1I I La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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 8 FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SAE -350, Miller trailblazer 301 G Miller Trailblazer 550 AREA, GRIDLINES, PIECES OBSERVED: Items Completed: (1) Welding of the framing support for the CU -1 Unit on line 5.6/D.3 at the roof level. (2) Welding of the framing supports for the RTU -1 Unit on 3/B, RTU -2 Unit on 3/C.5, RTU -3 Unit on 3/E, RTU -4 Unit on 5/B, RTU -5 Unit on 5/C.5, RTU -8 Unit on 4.5/F.3, RTU -9 Unit on 5.5/F. All at roof level. 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: Na TEMPERATURE: 82 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr.' TRAVEL TIME: VERIFIED BY 1 hr) RV r`CDT I CV TLIAT ---- - `-•-••�-• ��•��- 11 V1 11 I L -RM vRR LIJ I CU ADUVC ANU IHAI I HIJ 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 02/06/2006 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 / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/04/2006PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 6 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 8 FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-4OOSSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the framing supports for the RTU -4 unit on line 5/8 and the RTU -8 unit on line 4/F.5 at the roof level. Items Completed: (1) Welding of the tube steel to the top flange of the W12x30 header beam on line 6 from B.9 to C.9. (2) Torque tightening of the ASTM A325 high strength bolts on the W8x10 beam to beam connections from line B.9 to C.9 between lines F and G. 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: Na TEMPERATURE: 84 Deg. F TESTS REQUIRED: Na SITE TIME START: 8:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERT D BY I UU or l,tK I Ir T 1 NAI I NAvt rtKSUNALLY 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 ODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. �/' 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/04/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/04/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 6 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA. ADDRESS OF PROJECT: 79-220 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 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the framing supports for the RTU -4 unit on line 5/B and the RTU -8 unit on line 4/F.5 at the roof level. Items Completed: (1) Welding of the tube steel to the top flange of the W12x30 header beam on line 6 from B.9 to C.9. (2) Torque tightening of the ASTM A325 high strength bolts on the W8x10 beam to beam connections from line 6.9 to C.9 between lines F and G. 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: n/a TEMPERATURE: 84 Deg. F TESTS REQUIRED: n/a' SITE TIME START: 8:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERT D BY 1 UU SY ctH I IFY 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 ODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/04/2006 City Of La Quinta - Print Name 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 FIELD REPORT Type Of Work X INSPECTOR TECHNICIAN SSW ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING 02103/2006 1 PROJECT NO. 3115DO3 REPORT NO. 5 PLAN FILE NO. PROJECT NAME: Best Buy PG t PERMIT NO. 05-2121 ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the framing support for RTU -1 unit on line 3/B at the roof level. Items Completed: Welding of the roof joist bridging angles on lines 4.3/ A to G, 4.7/A to G & 4.9/A to G. 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: n/a rEMPERATURE: 80 Deg. F TESTS REQUIRED: n/a SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: OF 1 D BY 100 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. ��J��E� �� L.✓ 0849264-85 Signature 264 85 Steve W. Bodnar 02/03/2006 ICBO Certification Number _ City Of La Quinta Print Name Date Of Report P City / County Certification Number r: 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 Type Of Work X INSPECTOR TECHNICIAN SSW ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ` La Quinta, CA Inland Empire 14320 Elsworth Street, Suite C 101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING 02/04/2006 PROJECT NO. 3115003 REPORT NO. 4 PLAN FILE NO. PROJECT NAME: Best Buy PG 1 PERMIT NO. 05-2121 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400: IAREA, GRIDLINES, PIECES_ OBSERVED: In Proarass- Lincoln Shield -Arc SA -250, Miller trailblazer 30I G of the roof joist bridging. the ends of the W12x30 beam on lines 6/B.5 & 6/C.5. STRUCTURAL NOTES, DETAIL, OR RFIS USED REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: WEATHER: Hot FEMPERATURE:76 Deq. F SITE TIME START: 11:30 AM LUNCH PERIOD: 1/2 Hr. (PER APPROVED PLANS) SAMPLES TAKEN: TESTS REQUIRED: SITE TIME FINISH: 4:30 PM TRAVEL TIME: PERCENT PROJECT COMPLETION: n/a n/a OF 1 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature Steve W. Bodnar 02/02/2006 ICBO Certification Number � _ City Of La Quinta Print Name Date Of Report City / County Certification Number i 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 HNICIAN Type Of Work X INSPECTOEDUiego, AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW ARCHITECT: Smith Consulting A APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) 12220 EI Camino Real Suite 20092130 FOR WEEK ENDING 02/04/2006 PROJECT NO. 3115003 ENGINEER: CSSI REPORT NO. 3 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 r SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES SMAW E-7018 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Miller.trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the W6x10 roof beams. (2) Welding of the roof joist bridging angles. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEET/NGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Hot SAMPLES TAKEN: Na TEMPERATURE: 77 Deg. F TESTS REQUIRED: n/a SITE TIME START: 2:30 PM SITE TIME FINISH: 4:30 PM i LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY inn ovn - - - --• • • •• • • •• • • 11n .1nLL T voatrtvtU ALL OF I Ht 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. �-- ' 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/01/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number A Corporate 2992 E. La Palma Ave4" S`te. A Anaheim, CA 92806 f 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 ry� Inland Emp10 � _. 14320 Els worth:Street, Ste. C101 Moreno Valley, CA 92553 Te I: 951.653.4999 Fax: 951'.653.4666 FIELD REPORT ,= -r_zj- TYPE OF WORK INSPECTOR ❑ TECHNICIAN Z $�� AVAILABLE: SOIL REPORT* (N) APPROVED PLANSaj (N) SPECS (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER Z REPORT N0. PG \ OF CONTRACTOR ` ' PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT , REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAUMTGL SOIL MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORKDAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A.DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT*AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): C',—Q� CONTRACTORS EQUIPMENT/ MANPOWER USEDi,:� � . , �\ .. t c a- \ \_An:-p AREA, GRID LINES, PIECES OBSERVED: ' p/r l • ��\.�rS ��A C.�.c-�. � lel \°� ..� �y �_ � 0..� � Cn � r c-,�2��\ STRUCTURAL NOTES, DETAIL, OR RFIS USED: a REMARKS. INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY' i PERCENT PROJECT COMPI FTION• WEATHER: @A� 1 TEMPERATURE: SAMPLES TAKEN: "�- TESTS REQUIRED: -�- SITE TIME START:SITE TIME FINISH:�^-- LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THEAPPROVEDPLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signaturea Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 : Corporate: 2992 E. La Pal marAVe ,,Ste: A Anaheim, CA 92806 F Tel: 714.632.2999 Fax: 714.632.2974 .. ../. . � .'w ... , �... ..t, •.... �•G'J . '.r,:F..'y..l•J V.:1r .-A`•'M'r v. , r'7.`Y. ...^ 4� San Diego/Imperial County: Inland EMP.1 -sir 7313 Carroll Road, Suite G 14320 Elsworth Street, Ste. C101 San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK o6 IN ❑TECHNICIAN AVAILABLE: SOIL REPORT((h(N) SPECS W -IN) APPROVED PLANSQ.P(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG ` OF \ CONTRACTOR c c PLAN FILE NO. PERMIT NO. os SUB -CONTRACTOR PROJECT NAME INSPECTIONADDRESSADDRESS {tel -ZZ.O N�.•� ��i aZ.�:.�..,�1, OF PROJECT `� "Z'2� �W \\� �--'A c��",�v� REPORTING REQUIREMENTS: ICBO FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): yQ CONTRACTORS EQUIPMENT/ MANPOWER USED: lam. ) l_ A�,caz•�-�S t ��) !- c� z 2 C"� a�..>, 9 \?J \� a.�,1c� �sL\� AREA, GRID LINES, PIECES OBSERVED: \pass A % m Ci r mn C r,\r esp, C' C`, cQ5 STRUCTURAL NOTES, DETAIL. OR RFIS USED: REMARKS. INCLUOINOMEETINGS.* REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPI ETIOW WEATHER: �ICa.C2_ TEMPERATURE: k-,,3 SAMPLES TAKEN: TESTS REQUIRED:rollA SITE TIME START: II') n i. -, SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED 1 i/ -/ - - - I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCYREPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97' CORPORATE San Diego / Imperial County 2992 E. La Palma Ave., Suite A 7313 Carroll Road, Suite G Anaheim, CA 92806 San Diego, CA 92121 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects FOR WEEK ENDING 02/11/2006 PROJECT NO. 3115D03 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI. REPORT NO. 4 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND FIRS, 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 & FCAW NR232 CONTRACTORS EGIUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G MQ Whisperweld TLW -30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the roof joist bridging angles. (2) Puddle welding of the metal roof decking. Items Completed: (1) Welding the ends of the W12x30 header beam on lines 6/13.5 and 6/C.5 at the roof level. (2) Welding of the W8x10 roof beams to the top cord of the roof joistsland at the wall embeds on lines A.7 to A.9 from 5.5 to 6, B.6 to 8.7 from 5.5 to 6, D.7 to D.9 from 5.5 to 6, F.5 to G from 3.5 to 4, F.2 to G from 4 to 5, F.2 to G from 5 to 5.5. 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: n/a TEMPERATURE: 84 Deg. F TESTS REQUIRED: n/a SITE TIME START: 10:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/09/2006 City Of La Quinta Print Name Date Cif 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 Fim n RFpnQT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW ' AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) ARCHITECT: Smith Consulting Architects APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 0210412006 PROJECT NO. 3115003 REPORT NO. 3 PG 1 OF 1 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 PLAN FILE NO. PERMIT NO. 05-2121 CONTRACTOR: Vratsinas Construction Co. ' P.O. Box 2558 Little Rock, AR 72203 PROJECT NAME: Best Buy SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Miller trailblazer 301 G 3 AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the W8x10 roof beams. (2) Welding of the roof joist bridging angles. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEET/NGS: , REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Hot SAMPLES TAKEN: n/a TEMPERATURE: 77 Deg. F TESTS REQUIRED: n/a SITE TIME START: 2:30 PM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY I nn ov nr nrr•. t, .........- — - . I• . • • I " • •— 1 1 v CM V CU hal ur I tit VVVKK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SF(:TInN nF TMr BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar Print Name 02/01/2006 Date Of Report 0849264-85 ICBO Certification Number City Of La Quinta City / County Certification Number Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 t Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 .Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -GROUT ASTM C 1019 ' ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A - Set -No.: --6-1376 - File No.: Permit No.: 05-2121 Project No.: 3115D03--- Project Name: BSE T BUY MARKET, PLACE @ LA QUII�(TA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 1/27/2006 3 X 3 X 6 10.30 21,520 2,090 N/A 28 2/17/2006 3 X 3 X 6 10.11 28,470 2,820 N/A 28 1 2/17/2006 3 X 3 X 6 1 10.56 1 30,420 2,880 N/A 28 H 1 2/17/2006 3 X 3 X 6 1 9.00 Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: 5TH LIFT (ROOFLINE) LINE G Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3626711 Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 1/20/2006 Date Received: 1/26/2006 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 9.00 in., ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 2850 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 • Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTHH-GROUTASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES Set No.: 6-1031 File No.: Permit No.: 05-2121 'Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY i 11 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 1/5/2006 3 X 3 X 6 9.95 14,500 1,460 N/A 28 1/26/2006 3 X 3 X 6 10.05 22,590 2,250 N/A 28 1/26/2006 3 X 3 X 6 1 9.80 1 21,890 2,230 N/A Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: Concrete Supplier: ASSOCIATED READY MDC Mix No.: 46002 Ticket No.: Water added at Site: gal. By Cement Type: - Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC' CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** r ASTM C172 Date Sampled: 12/29/2005 Date Received: 1/4/2006 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. j c• M.B.(Ben) Lo Chief Engineer 2240 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 6-1030 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 1/5/2006 3 X 3 X 6 9.55 19,500 2,040 N/A 28 1/26/2006 3 X 3 X 6 9.92 25,440 2,560 N/A 28 1/26/2006 3 X 3 X 6 9.61 25,490 2,650 N/A Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: Water added at Site: 0.00 gal. By. Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** . ASTM C172 Date Sampled: 12/29/2005 Date Received: 1/4/2006 Concrete Temp: °F ASTM C1.064 Ambient Temp: °F ASTM C1064 Slump: in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 Le M.B. (Ben) Lo Chief Engineer 2600 PSI 28 -day compression test complies with the specified strength. 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:. 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A . Set No.:, 6-1376 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 1/27/2006 3 X 3 X 6 10.30 21,520 2,090 N/A 28 2/17/2006 3 X 3 X 6 9.00 28 2/17/2006 3 X 3 X 6 9.00 28 H 2/17/2006 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI . Sampled By MICHAEL G Location: 5TH LIFT (ROOFLINE) LINE G Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3626711 Water added at Site: 0.00 gal. By Cement Type: Mix Time: Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 1/20/2006 Date Received: 1/26/2006 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 9.00 in. ASTM C143 min. 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 s* CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 6-1262 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 1 I I @ ADAMS, LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load ' (lbs.) Strength (psi) Type of Fracture 19 1/18/2006 3 X 3 X 6 10.43 20,590 1,970 N/A 28 1/27/2006 3 X 3 X 6 10.43 21,720 2,080 N/A 28 1/27/2006 3 X 3 X 6 1 10.27 22,500 2,190 1 N/A 281-1 1/27/2006 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: 4TH LIFT @ 1 LINE Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3613107 Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ` r A ASTM C172 Date Sampled: 12/30/2005 Date Received: 1/17/2006 Concrete Temp: 67 'F ASTM C1064 Ambient Temp: 77 °F ASTM C1064 Slump: 9.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 2140 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 RFPnRT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 4 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: C_B@st Bdy INSPECTION ADDRESS:79220 Highway 111 La Quinta, CA ` ---� ADDRESS OF PROJECT: 79-220 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 ACOPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES SMAW E-6022 & E-7018 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, MQ Whisperweld TLW-30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding and side seam punch locking of the metal roof decking. Items Completed: Welding of the entire W8x10 roof beams from line 1 to 6 between A & G. STRUCTURAL NOTES, DETAIL, OR RFIS' USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Cool SAMPLES TAKEN: Na TEMPERATURE: 66 Deg. F TESTS REQUIRED: n/a SITE TIME START: 11:00 AM SITE TIME FINISH: 5:00 PM LG LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: ARIFIED BY — u I — i it I I nn, r nnvr- rr-MOUNALLT VDACKVtU ALL OF I HL VVUHK 1-15TED 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/16/2006 City Of La Quinta Print Name 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 FIELD REPnRT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 4 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. OS -2121 SUB -CONTRACTOR: Portola Constructios; Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL 1 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-6022 & E-7018 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, MQ Whisperweld TLW-30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding and side seam punch locking of the metal roof decking. Items Completed: Welding of the entire W8x10 roof beams from line 1 to 6 between A & G. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Cool SAMPLES TAKEN: Na TEMPERATURE: 66 Deg. F TESTS REQUIRED: n/a SITE TIME START: 11:00 AM SITE TIME FINISH: 5:00 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: ERIFIED BY - . - • -1 . , F — I 1 11- V QMQW.1M3. T UDJCR V GU ALL OF i nt VVUKK us I tU 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/16/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number CORPORATE San Diego / Imperial County 2992 E. La Palma Ave., Suite A 7313 Carroll Road, Suite G Anaheim, CA 92806 San Diego, CA 92121 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 5 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld TLW-30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding and side seam p2nCh locking of the metal roof decking. Items Completed. Torque tightening of the ASTM A325 high strength bolts on the entire W8x10 roof beams from line 1 to 6 between A & G. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT. PROJECT COMPLETION: WEATHER: Cool SAMPLES TAKEN: Na TEMPERATURE: 65 Deg. F TESTS REQUIRED: Na SITE TIME START: 7:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY I UU OT krK I IrT I PIA 1 I NAvt NtHSUNALLY Ot35tHVEU 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. oe�- 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/17/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number I Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 U Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858)537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 I Client: THOMAS ENTERPRISES Set No.: 6-1263 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) _ Date Tested Nominal Size Actual Area (Sq.Inch) Load (lbs.) Strength (psi) Type of Fracture 7 '- 1/20/2006 3 X 3 X 6 10.56 17,830 1,690 N/A 28 2/10/2006 3 X 3 X 6 10.30 25,830 2,510 N/A • 28 2/10/2006 3 X 3 X 6 1 10.56 1 25,640 1 2,430 1 N/A 28H 2/10/2006 3 X 3 X 6 1 9.00 Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: 5TH LIFT LINE A (ROOF LINE) Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3621919 Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** l . A ASTM C172 Date Sampled: 1/13/2006 Date Received: 1/17/2006 Concrete Temp: 61 OF ASTM C1064 Ambient Temp: 72 OF ASTM C1064 Slump: 9.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 'eo' . XA6 M.B. (Ben) Lo Chief Engineer 2470 PSI 28 -day compression test complies with the specified strength. 0 ' - �� RFI 79050 Highway 111 La Quinta, CA 92253 Phone 760-771-5333 Fax 949-851-4282 1582 - The Pavillon at La Quinta Project f RFI No: Author Issue Date: 1582 The Pavilion at La Quinta 0125 Les Vankuren 2/9/2006 Location Area La Quinta, CA �Buy Subject Riser room detail 15/s3.2 Request We need a detail for the poured walls around the riser room and elevation of finished floor Suggestion Issued To: Due Date: ` Architect 2/10/2006 , or sooner. ! Company Contact Smith Consulting Architects Norman Barrett 12220 EI Camino Real, Ste 200 ' Phone: Fax: San DiegoCA 858-793-4777 858-793-4787 ' 92130 Copies r Date 10 company Title Method 2/9/2006 Non-han Barrett Smith Consulting Architects Architect V1 a 2/9/2006 7:54:51AM i11AClI01All@IAllmll[IAllt]©119619UALQ Page 1 or 1 5001882571100056DB52000 . 1 SHEET f oGSSI PROJECT ��'�I 4a GSSI NO. I/d27A- Structural Engineers ENGR� DATE - ( r tVN vvva", ,� 4 ) preM� v r zl.00 b Ne • � m m o ' i _ a .,vl Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 - Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES Set No.: 6-1377 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 1/31/2006 3 X 3 X 6 9.70 14,560 1,500 N/A 28 2/21/2006 3 X 3 X 6 9.00 28 2/21/2006 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By MICHAEL G Location: 4TH LIFT REC/ LOADING DOCK WALLS Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3628298 Water added at Site: 0.00 gal. By Cement Type: Mix Time: Remarks Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ^ - ASTM C172 Date Sampled: 1/24/2006 Date Received: 1/26/2006 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 9.00 . in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 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 I Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIFI n RFPnPT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work k INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) '(N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 3 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO.PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: -Best BUy.� INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBG FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NONCONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING VMS, AND RRS, 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 & E-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, MQ Whisperweld TLW-300SS, AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. Items Completed: Welding of the entire W8x10 roof beams from lines 1 to 6 between lines A &G. 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: nfa TEMPERATURE: 70 Deg. F TESTS REQUIRED: nta SITE TIME START: 9:00 AM SITE TIME FINISH: 5:30 PM _ LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED B - - - - -- - •• • • •• • • • • • •-� • �•. �,. ..� , _ ..w n�� yr 1 nc VVURn L1 i tU ADUVt ANU THAI 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/15/2006 City Of La Quinta Print Name 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 1 Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD RFPnRT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work k INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO_ . 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 3 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co.PLAN P.O. Box 2558 Little Rock, AR 72203 FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT,NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBG FIELD INSPECTION MANUAL 7 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 RRS, 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 & E-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, MQ Whisperweld TLW-300SS, AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. Items Completed: Welding of the entire W8x10 roof beams from lines i to 6 between lines A &G. 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: n/a TEMPERATURE: 70 Deg. F TESTS REQUIRED: Na SITE TIME START: 9:00 AM SITE TIME FINISH: 5:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED B -- - 11 — I vu QMVCU nLL yr 1 nr- VVvr<n ua i LU At$UVL ANU I HAT 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. zo/ 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/15/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number } g.t#a Corporate: +'f 2992 E. La Palma QWSte. A Anaheim, CA 9.2806 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 "�{y�•dJtlr!`'`F*n:.�M4'aWG'a+tri'r,..a.;w�+r'Hp'^frwwy � j b� Inland Empi4�y 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK A.INSPECTOR ❑ TECHNICIAN '1zt_e5, Z-- A, QCti,E fi Z AVAILABLE: SOIL REPORTjy,)(N) SPECS (Y)(N) APPROVED PLANSQY)�N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER Y REPORT NO. PG OF CONTRACTOR PLAN FILE NO. PERMIT NO. IZZ - *17 SUB -CONTRACTOR PROJECT NAME 17 INSPECTION ADDRESS r,\ '_""�ZQ \..�\�.J\ 1 � C�` �^►. �� 3a. ADDRESS OF PROJECT l `� � ZZd �w \ �\ l _'i� Cis � , a� � •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 REPORTS): C�+�'.C'-.� c-.�SC \�^\ .. �.^...�•. c�,�-. C`.,Y C �FJC � G..�„ -C \h.� ��C� Z..' ; .•^�,�•. � �!C°� `'�- a CONTRACTORS EQUIPMENT/ MANPOWER USED;1' CIS AREA, GRID LINES, PIECES OBSERVED: ��"�":,�at`-Z�' C� rs� 14wC C � `.c;-v.:� C�:a=• '�,'C`xr a c5•Zk� �'A V .:'y.tc�•�_ �"�� C��C�•c�.� 4`o`tC� ...Z t '>-:--.i �.^C?C�C°5:=�=.,\ ��, esu., c's�x.. ��-.0 �.,....,.ew ••,� i \�.{�.>�4• l '�^�� `�.� � �..\'C�\� c� fi- \ `� tee. l i ! STRUCTURAL NOTES, DETAIL, OR RFIS USED: -1_k .� l ''REMARKS. INCLUDING MEETINGS: _ `2' �e��` G S C- Q l �.1�r �\ �.\ \"�- \3a.C\-C � + � \'� c St C`�\ •sem u•. � � � . ... A `�� \16c cl t' c-. * t � �. ��,, � fi �e, �:_ ��.�•, , �`., t} �� `��, e�\. �L r.. c� , C' otitic � � c��, � � �. REWORK AS PERCENT OF ALL WORK TODAY* PERCENT PROJECT COMPLETION* WEATHER: �l t s_ r _ SAMPLES TAKEN: TEMPERATURE: a \ TESTS REQUIRED: 4 n SITE TIME START: \ <` ^'-. SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT /.6A.',d'pt✓� /�-/::�9`.>/.J...,, ....,r- C.._, / \�/ or, �CSir'4~j'si. Signature Date of Report ICBO Certification Number Print Name ; , r ' City / County Certification Number Rev: 7/97 M WffGL Corporate Anafrni!„ ;n 92806 Tet, 7 i •I: 632 2999 Fax: 14.632.297-1 San Diegoilmperial County: r3 i.i Carroll React. Suite G San D(Pgn, CA 92121 Tei: ?,53.53; .3999 ax. 358.53;.3990 Inland Empit,,. 1!320 E!st;Grill Sir:;ei. J'cd L I NICTE110 ` -311ev. i A 925: 3 Tel 951.65,.-1999 F,lx. 95'. 653.-!666 FIELD REPORT !PEOr'WORK INSPECTOR i_ cf.%tPnCL:,;I AVAILABLE COILREPOP.'! (l •':. SPECS M;'VN — �•,�.:. • • .�•.:_ �•=�� ----._.�-----�.: � • -a-,� ARCHITECT APPROVED FLANS w -D (Yl I.% (�" APPP.CVEG SHOP _FUWIN ` f. �F�,::rJE�`H �_�, A � •, f_ - -... ....__— FOR WEEK ENDING PROJECT. NO. Z \ L` -� (�. \ rl_• ,:•_.� i'T F, --- •fit REPORT NO, PG. OF------- CON,RACT0r, •� / Ct \! PLAN FILE N0. PERMIT N0. SUB-CONTRACTCR PROJECT NAME INSPECTION ADDRESS G ADDRESS OF PROJECT �• ' �ZZ G w l RFPORTIN(; RF.QUIRFAIENTS: [CBO FIELD INSPECTION NIANUAL/NTrG:_ SOIL NIANUAL - REVIEW PRI_VIO1.'S REPORTS AND LISTS IFTHERIi IS NON -CONFORMING WORK AT THE END OF THE WORK DA)-' OR NIISSING NITRS. AND RFIS. ETC.. FILL OUTAND ATTACH A DEFICIENCY REPORT WHEN.A DI?FICIF.NCI'. POURS CIR A PREVIOUS INSPECTOR -S. IS CORRECTED. SO NOTE ON THE ORIGINAL DEFICIENC-y' RI:PORT.AND SUBNIIT A COPT` WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO, OR MATERIAL TEST REPORTS): CIS< C� cam 2 CONTRACTORS EQUIPMENT/ MANPOWER USED - AREA. GRID LINES. PIECES OBSERVED: c• n L+c[ l STRUCTURAL NOTES. DETAIL OR RFIS USED t REMARKS. INCLUDING AIEE77NGS: . n • HEWO 1K AS PERCENT OF ALL WORK TODAY: P R('FNT PRO IF('T COMPLETION- O P ETIONWEATHER: WEATHER:\� y � � - SAMPLES TAKEN: - 4!� TEMPERATURE. • `'��: � TESTS AECUIRED.. SITE TIME START: SITE TIME FINISH. _- LUNCH PERIOD: TRAVEL TIME: ., ... VERIFIED BY: ..__ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL IN TIGATION RECOMMENDATIONS. AND / OR THE APPROVED PLANS. SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number 4. ��' •' Print Name City / County Certification Number Ccs, Rev: 7/97 CORPORATE 2992E. 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBG 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-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld TLW-30OSS AREA, GRIDLINES; PIECES OBSERVED: .In Progress: Puddle welding of the metal roof decking. 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: Na TEMPERATURE: -83 Deg. F TESTS REQUIRED: Na SITE TIME START: 11:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED BY I VV .I �=m i it v I nni i nMvt rr-Mb NALLT UtsatKVtU 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. 0849264-85 Signature ICBO Certification Number 'Steve W. Bodnar 02/14/2006 City Of La Quinta Print Name 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 IAI:411- ' • Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 3115D03 1 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 - REPORT NO 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. Items completed: Welding of the knife plates to the wall embeds at the bottom cord of the roof girders at lines A/2, 3 & 4 and G/2, 3, 4 & 5. 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: n/a TEMPERATURE: 85 Deg. F TESTS REQUIRED: n/a SITE TIME START: 10:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 HR. TRAVEL TIME: VERIFIED BY -- -• •--•. •• • • • •.�, , , ,rw c1�Qv11- 1 --QCR V CU ALL Ur 1 nr wvrcrt ub I tU AtJUVt ANU I HAT 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. "fe�' :�;91 • 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/13/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 311510103 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucanionga,.CA 91730 PROJECT NAME:�__Best. Buy ��j INSPECTION ADDRESS: 79-220 Highway 111 -``�.� La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-4008SW2, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. Items completed: Welding of the knife plates to the wall embeds at the bottom cord of the roof girders at lines A/2, 3 & 4 and G/2, 3, 4 & 5. 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: Na TEMPERATURE: 85 Deg: F TESTS REQUIRED: Na SITE TIME START: 10:00 AM SITE TIME FINISH: 4:30 PM / LUNCH PERIOD: 1/2 HR. TRAVEL TIME: VERIFIED BY �� •+ �"., u i �, nnvC rCr%Q%JI`VMLLT UDJCYCVtU ALL UF' I Mt VVUKK LI5I EU 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 02/13/2006 Print Name Date Of Report 0849264-85 ICBG Certification Number City Of La Quinta City / County Certification Number t 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 311510103 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 ' PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA. ADDRESS OF PROJECT: 79-220 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-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whispenaeld TLW-30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. 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: n/a TEMPERATURE: 83 Deg. F TESTS REQUIRED: Na SITE TIME START: 11:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED BY I UV 6T VtK I Ir T I NAI I NAvt rtKbUNALLY U135LKVF-D 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. i 0849264-85 Signature ICBO Certification Number Steve W. Bodnar Print Name 02/14/2006 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/11/2006 PROJECT NO. 311510103 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 5 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 ' SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court ,_ Rancho Cucamonga, CA 91730 PROJECT NAME:7BeSt-BUy- INSPECTION ADDRESS: 79-220 Highway 11 _'4 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 ACOPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES SMAW E-7018, E-6022 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: . MQ Whisperweld TLW300SS, MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. Items Completed: (1) Welding of the entire roofjoist bridging angles on fines 1 to 6 from A to G. 2) Welding of the framing support for the RTU -10 Unit at line A.3/5.5 on the roof level. 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: Na TEMPERATURE: 84 deg. F TESTS REQUIRED: Na SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM V LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIF -Q 1=MQV14ALLT VDQtKVtU ALL Vr 1 Niz wOKK LIS I EO 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/10/2006 City Of La Quinta Print Name' 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/11/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 6 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722Edison Court. Rancho Cucamonga, CA 91730 PROJECT NAME: _Best Buy.- uy-10722 INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld TLW-30OSS AREA, GRIDUNES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. 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: Na TEMPERATURE: 84 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 3:30 PM / LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: 9!�VERIFIED BY — U I .QM I Ir T I nn I i r V%V t rtRAU14ALLT uttatKVtU ALL Ur I lit VVUHK 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/11/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/11/2006 PROJECT NO. 31151303 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 6 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO.PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy, INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBG 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-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld TLW-30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. 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: n/a TEMPERATURE: 84 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 3:30 PM / r % LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED BY — W l . cry I IF I lnnI i rV1vt rtROUNALLT VnatKVtU ALL Ur I Fit WUHK 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/11/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number CORPORATE 2992 E. La Palma Ave., Suite A ' Anaheim, CA 92806 • ° Tel: 714.632.2999 Fax: 7 14.632.2974 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/11/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 6 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 ' SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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, E-6022 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld TLW300SS, MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. Items Completed: (1) Welding of the entire roof joist bridging angles on lines 1 to 6 from A to G. 2) Welding of the framing support for the RTU -10 Unit at line A.3/5.5 on the roof level. 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: n/a TEMPERATURE: 84 deg. F TESTS REQUIRED: Na SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIF , , —I I n^VC rCKAV14ALLT V6AtKVtU ALL Vh I Mh VVVRK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATIONRECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/10/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Ellsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/04/2006 PROJECT NO. ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 & FCAW NR232 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the roof joist bridging. (2) Welding of the W8x10 beams to the top cord of the roof trusses and joists. Items Completed: Welding of the pocket angle extensions at the roof level as per RFI# 0107. 4 - places on line 2 and 3 - places on line 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: n/a TEMPERATURE: 74 deg. F TESTS REQUIRED: Na SITE TIME START: 7:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none TRAVEL TIME:ERIFIED BY - - - • --•- • •• • • •• • • •• -� vuo�nvw r LL Ur int VVUKr% LIZ11 tU At3UVt ANU I HAI 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. ttA /':;? 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/30/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 (;,i r V7) Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/04/2006 PROJECT NO. ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the roof joist bridging. (2) Welding of the splice plates at the roof girder to girder, truss to truss and joist to joist end connections on line 3. (3) Welding of the truss and joist end connections to the top cord of the roof girders on line 3. 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: Na TEMPERATURE: 75 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY I UU UY 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 0849264-85 ICBO Certification Number 01/31/2006 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 0;) 1 t'�DDJI Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/04/2006 PROJECT NO. ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 3 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the W8x10 roof beams. (2) Welding of the roof joist bridging angles. 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: n/a TEMPERATURE: 77 Deg. F TESTS REQUIRED: n/a SITE TIME START: 2:30 PM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: none 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar 02/01/2006 Print Name 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 / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD RFPOPT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW y -� AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/04/2006 PROJECT NO 15 03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 4 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 11.1 La Quinta; CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincofn Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the roof joist bridging. (2) Welding the ends of the W12x30 beam on lines 6/B.5 & 6/C.5. 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: n/a TEMPERATURE:76 Deg. F TESTS REQUIRED: Na SITE TIME START:. 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED BY -1111 1 111 1 I I— rQnOV11/,LLT Uoxrcvtu ALL Ur I ne VVVKK us I ED 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. z'% � 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/02/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW r., v AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 0210312006 PROJECT NO.P44POS- ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 5 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the framing support for RTU -1 unit on line 3/B at the roof level. Items Completed: Welding of the roof joist bridging angles on lines 4.3/ A to G, 4.7/A to G & 4.9/A to G. 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: n/a TEMPERATURE: 80 Deg. F TESTS REQUIRED: Na SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: wvED BY I vv o T %,trc i it T i MA i i nAvt YtKJUNALLY UtiSEKVEU 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 02/03/2.006 Print Name Date Of Report 0849264-85 ICBO Certification Number City Of La Quinta City / County Certification Number 11 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPEC . (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/04/2006 PROJECT N 03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 6 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT:. 79-220 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 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the framing supports for the RTU -4 unit on line 5/6 and the RTU -8 unit on line 4/F.5 at the roof level. Items Completed: (1) Welding of the tube steel to the top flange of the W12x30 header beam on line 6 from B.9 to C.9. (2) Torque tightening of the ASTM A325 high strength bolts on the W8x10 beam to beam connections from line B.9 to C.9 between lines F and G. 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: n/a TEMPERATURE: 84 Deg. F TESTS REQUIRED: n/a SITE TIME START: 8:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED BY I uU UY ULM I II -Y I HAI 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 ODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/04/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number - - - - - - - - - - - - - F"Vfla Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empir,,. 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK 6 INSPECTOR OTECHNICIAN AVAILABLE: SOIL REPORT(b (N) SPECS tff3N) APPROVED PLANS(P(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING l -a PROJECT. NO. 31\s - _t_1 ENGINEER � � REPORT N0. PG , OF CONTRACTOR PLAN FILE NO. PERMIT NO. SUBCONTRACTOR PROJECT NAME INSPECTION ADDRESS "i CA - ZZ Cb ��• �� L 4.,�, r,, �:� ADDRESS OF PROJECT '\ -ZZ REPORTING REQUIREMENTS: ICBO FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Y�.C�` o� �'�• o.;s� vti'. Y_ fro 00-z- . Z©dog s CONTRACTORS EQUIPMENT / MANPOWER USED AREA, GRID LINES, PIECES OBSERVED: C'4-'`�• t�'i'�\��la r�G� %Z� C9v��C7�i \ �� e_'Va' 9"e � �f�� \ E 0" r -M STRUCTURAL NOTES. DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY* PERCENT PROJECT COMPLETION: WEATHER: QS, � ` TEMPERATURE: �� SAMPLES TAKEN: O TESTS REQUIRED: SITE TIME START.. SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED B 100 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THHEE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number i Print Name City / County Certifiration Number Rev: 7/97 MTG L Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empit- 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK 0INSPECTOR OTECHNICIAN s%vt %� =� — AVAILABLE: SOIL REPORT* (N) SPECS N) APPROVED PLANS) (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING -b PROJECT. NO. moi\Is -I;Z:�o� ENGINEER VERIFIED REPORT NO. PG OF CONTRACTOR C �! C�. PLAN FILE N0. PERMIT N0. —•LIZ SUB -CONTRACTOR PROJECT NAME 1��>c-_ a INSPECTION ADDRESS ADDRESS OF PROJECT 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 REPORTS): / a CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA, GRID LINES, PIECES OBSERVED: �, STRUCTURAL NOTES, DETAIL, OR RAS USED: REMARKS, INCLUDING MEETINGS. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: el�� TEMPERATURE: SAMPLES TAKEN: TESTS REQUIRED: -4E� SITE TIME START: %� =� — SITE TIME FINISH: �� c LUNCH PERIOD: TRAVEL TIME: VERIFIED I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBG Certification Number `�.��/��1��-•tee Print Name City / County Certification Number Rev: 7/97 CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 5 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. �_.. ,�_ PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAMES—Best Buyer INSPECTION ADDRESS:t70 20.Highway-I1-1' La Quinta, CA ADDRESS OF PROJECT: 79-220 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-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld TLW-30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding and side seam punch locking of the metal roof decking. Items Completed: Torque tightening of the ASTM A325 high strength bolts on the entire W8x10 roof beams from line 1 to 6 between A & G. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT. PROJECT COMPLETION: WEATHER: Cool SAMPLES TAKEN: Na TEMPERATURE: 65 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY V V u I - I Ir r I nr I I nMVC rr_K0%JNMLLT VOOLAVtU ALL OF I HE wUKK 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. ge/, la"4'- - 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/17/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/25/2006 PROJECT NO. 3115D03 ENGINEER: CSSI IREPORT 2445 Fifth Street Suite 300 San Diego, CA 92102 NO 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO.PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court. Rancho Cucamonga,,CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: (CBO 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. IOR MATERIAL TEST REPORTS): WELDING ELECTRODES SMAW E-7018 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding and high strength bolting of the high roof framing from line 8.5, to D between 5.5 & 6. i STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS; REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Cool SAMPLES TAKEN: n/a TEMPERATURE: 67 Deg. F TESTS REQUIRED: Na SITE TIME START: 7:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: / RIFTED BY .. 11 1 11-1 1 -r 1QMQW11MLLT vD0r_MVrU ALL Ur I nt wUHK LIb I tD AUUVE 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/21/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number • OGSSI'- SHEET PROJECT 4 V "r GSSI N0. f � d 2 r Structural Engineers ENGR '51k DATE %iIl41DG, Ped X 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects FOR WEEK ENDING 02/11/2006 7.PROJECTNO, 31111512103 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI. REPORT NO. 4 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: -79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G MQ Whisperweld TLW -30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the roof joist bridging angles. (2) Puddle welding of the metal roof decking. Items Completed: (1) Welding the ends of the W12x30 header beam on lines 6/6.5 and 6/C.5 at the roof level. (2) Welding of the W8x10 roof beams to the top cord of the roof joistsland at the wall embeds on lines A.7 to A.9 from 5.5 to 6, B.6 to 8.7 from 5.5 to 6, 0.7 to D.9 from 5.5 to 6, F.5 to G from 3.5 to 4, F.2 to G from 4 to 5, F.2 to G from 5 to 5.5. 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: Na TEMPERATURE: 84 Deg. F TESTS REQUIRED: n/a SITE TIME START: 10:00 AM SITE TIME FINISH: 4:30 PM c.4:�W�CZi LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED BY 100 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. 4-t/' 0849264-85 Signature ICBG Certification Number Steve W. Bodnar 02/09/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02111/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 6 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. OS -2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: (Best Buy--, INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBG 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-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld TLW-30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS: INCLUDING MEETINGS: (PER APPROVED PLANS) REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Hot TEMPERATURE: 84 Deg. F SAMPLES TAKEN: n/a TESTS REQUIRED: n/a SITE TIME START: 7:00 AM LUNCH PERIOD: 112 Hr. SITE TIME FINISH: 3:30 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar '02/11/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects FOR WEEK ENDING 02111/2006 PROJECT NO. 3115D03 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI REPORT NO 5 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: ICBG 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, E-6022 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld TLW30OSS, MQ Whisperweld BLW-40OSSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. Items Completed: (1) Welding of the entire roof joist bridging angles on lines 1 to 6 from A to G. (2) Welding of the framing support for the RTU -10 Unit at line A.3/5.5 on the roof level. 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: n/a TEMPERATURE: 84 deg. F TESTS REQUIRED: n1a SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM V LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIF 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/10/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR, TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting ArchitectsFOR WEEK ENDING 02111/2006 PROJECT NO. 31151303 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI REPORT NO. 4 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA 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 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G i MQ Whisperweld TLW -30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the roof joist bridging angles. (2) Puddle welding of the metal roof decking. Items Completed: (1) Welding the ends of the W12x30 header beam on lines 6/6.5 and 6/C.5 at the roof level. (2) Welding of the W8x10 roof beams to the top cord of the roof joists and at the wall embeds on lines A.7 to A.9 from 5.5 to 6, B.6 to B.7 from 5.5 to 6, D.7 to D.9 from 5.5 to 6, 17.5 to G from 3.5 to 4, F.2 to G from 4 to 5, F.2 to G from 5 to 5.5. 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: n/a TEMPERATURE: 84 Deg. F TESTS REQUIRED: n/a SITE TIME START: 10:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 112 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/09/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/1112006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 3 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. IPERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91,730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta CA REPORTING REQUIREMENTS: ICBG 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE- MQ Whisperwveld 8tW-4U0SSW2, Lincoln Shield -Arc SA -250, Millerlrailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: (1) Welding of the framing supports for the roof drain units on lines 1/G, 2/A.5, 2/E.5, 5/E.5, 5.9/A, 5.9/8.3 & 5.9/D.1. (2) Welding of the framing supports for the RTU -7 Unit on line 3/F.5 & RTU -8 Unit on line 4.3/F.3. (3) Welding of the tube steel to the top cord of the roof girder on line 3/F to G. (4) Welding of the roof joist ends to the wall embeds on lines 1/F to G, 2/F & 2/G. (5) Welding of the roof joist ends to the top cord of the roof girder on line 2/ F to G. (6) Welding of the splice plates on the roof joist to joist connections on line 2/F to G. 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: n/a TEMPERATURE: 85 Deg. F TESTS REQUIRED: n/a SITE TIME START: 11:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: LVERIFIED 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. s 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/08/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number Corporate: 2992 E. La Palma Ave.. Ste. A. Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road. Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emph... 14320 Elsworth Street. Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK ' INSPECTOR Q TECHNICIAN ' - AVAILABLE SOIL REPORTc(4a IN) SPECS (Y)!N) APPROVED PLANSN) APPROVED SHOP DRAWING (Y) (N) ARCHITECT ! c FOR WEEK ENDING PROJECT. N0. ENGINEER } r, REPORT NO. PG OF CONTRACTOR 1 a 1/ PLAN FILE NO. PERMIT N0. C' SUB -CONTRACTOR Nn r PROJECT NAME c -a INSPECTION ADDRESS � h ADDRESS OF PROJECT 1 -'Z _c ti.., t REPORTING REQUIREMENTS: ICBO FIELD INSPECTION \IANUAUWITGL SOIL MANUAL— REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY. OR MISSING MTRS. AND RFIS. ETC.. FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY. YOURS OR A PREVIOUS INSPECTOR'S. IS CORRECTED. SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Q�� CONTRACTORS EQUIPMENT/ MANPOWER USED AREA. GRID LINES, PIECES OBSERVED: DQ aze N--., I�c�c�- •J �N�.^��' �\� c ti .'��.� S\v,,,.�c�w•-e� � �2v.,�� \mss g,J STRUCTURAL NOTES, DETAIL. OR RFIS USED: REMARKS. INCLUDINGMEEnNGS: IREWORK AS PERCENT OF ALL WORK Tnnnv PERCENT PROJECT COMPLETION WEATHER: SAMPLESTAKEN: -— TEMPERATURE: TESTS REQUIRED: SITE TIME START:_. SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: — _..._...-.... _-- VERIFIED BY: _ Inn r.FPTIFY THAT I HAVF PFRSnNAI I Y nRSFRVFD AI L OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL IN TIGATION RECOMMENDATIONS AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number r Print Name City / County Certification Number Com' Rev: 7/97 FmGL Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emph .. 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK XINSPECTOR . O TECHNICIAN AVAILABLE: SOIL REPORTS (N) APPROVED PLANS (S N) SPECS (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG OF CONTRACTOR -v C, C, PLAN FILE NO. PERMIT NO. o - SUB -CONTRACTOR PROJECT NAME C INSPECTION ADDRESS 7AQk-2Zo ADDRESS OF PROJECT 'ict -2Z0 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 REPORTS): CONTRACTORS EQUIPMENT / MANPOWER USED* AREA, GRID LINES, PIECES OBSERVED: o� tQ .,. •_�. �U. teras STRUCTURAL NOTES, DETAIL, OR RFIS E . )`�yQ 1 REMARKS, INCLUDING MEMMGS: c� ` //Cc) -_AI REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: QJP_s>.CZ TEMPERATURE: t� SAMPLES TAKEN: —�— TESTS REQUIRED: SITE TIME START: SITE TIME FINISH: _:100C? `^-- LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL IN STIGATION RECOMMEND IONS AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT c' 08 -IM e19 Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02111/2006PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. RMIT NO. 05 2121 T SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79 -220 -Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 8 FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: Ma Whisperweld BLW-400SSW2, Lincoln Shield -Arc SAE -350, Miller trailblazer 301G Miller Trailblazer 55D AREA, GRIDLINES, PIECES OBSERVED: Items Completed: (1) Welding of the framing support for the CU -1 Unit on line 5.6/D.3 at the roof level. (2) Welding of the framing supports for the RTU -1 Unit on 3/6, RTU -2 Unit on 31C.5, RTU -3 Unit on 31E, RTU -4 Unit on 51B, RTU -5 Unit on 5/C.5, RTU -8 Unit on 4.5/F.3, RTU -9 Unit on 5.5/F. All at roof level. 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: n/a TEMPERATURE: 82 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM _ SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/06/2006 City of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/11/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy . INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 I 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: (1) Welding of the splice plates on the roof girder to girder, truss to truss and joist to joist end connections on lines 4/A to G and 5/A to G. (2) Welding of the roof truss and joist end connections to the wall embeds on line 2/A to E.9. (3) Welding of the roof truss and joist end connections to the top cord of the roof girders on lines 3/A to G, 4/A to G and 5/A to G. 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: Na TEMPERATURE: 81 Deg. F TESTS REQUIRED: Na SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM 4. d LUNCH PERIOD: 1/2 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. gv'' A 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/07/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 5 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND a SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES SMAW E-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld TLW-30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding and side seam punch locking of the metal roof decking. Items Completed: Torque tightening of the ASTM A325 high strength bolts on the entire W8x10 roof beams from line 1 to 6 between A & G. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Cool SAMPLES TAKEN: Na TEMPERATURE: 65 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 11:30 AM LUNCHRERIOD: none TRAVEL TIME: VERIFIED BY I uU 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. 0849264=85 Signature ICBO Certification Number Steve W. Bodnar Print Name 02/17/2006 City Of La Quinta Date Of Report City / County Certification Number I 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 4 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPEC14ON ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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-6022 & E-7018 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, MQ Whisperweld TLW-30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding and side seam punch locking of the metal roof decking. Items Completed: Welding of the entire W8x10 roof beams from line 1 to 6 between A & G. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Cool SAMPLES TAKEN: n/a TEMPERATURE: 66 Deg. F TESTS REQUIRED: Na SITE TIME START: 11:00 AM SITE TIME FINISH: 5:00 PM • u � LUNCH PERIOD: 1/2 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/16/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects ,12220 El Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 rROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 3 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy 'INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 8 E-6022 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, MQ Whisperweld TLW-300SS, AREA,.GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. Items Completed: Welding of the entire W8xl0 roof beams from lines 1 to 6 between lines A &G. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORKAS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Warm SAMPLES TAKEN: n/a TEMPERATURE: 70 Deg. F TESTS REQUIRED: Na SITE TIME START: 9:00 AM SITE TIME FINISH: 5:30 PM LUNCH PERIOD: '1/2 Hr. TRAVEL TIME: VERIFIED B I UU by L:tK I [FY I HAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND f OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/15/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number 14 17 W 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA' ADDRESS OF PROJECT: 79-220 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-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld TLW-30OSS AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS: INCLUDING MEETINGS: (PER APPROVED PLANS) REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Hot TEMPERATURE: 83 Deg. F SAMPLES TAKEN: Na TESTS REQUIRED: n/a SITE TIME START: 11:00 AM SITE TIME FINISH: 4:30 PM .LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: k VERIFIED BY I UU CT ULK I IrY I HA I I HAVt PLKSONALLY 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. ,�V' 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/14/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW — u AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT:- Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/18/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding of the metal roof decking. Items completed: Welding of the knife plates to the wall embeds at the bottom cord of the roof girders at lines A/2, 3 & 4 and G/2, 3, 4 & 5. 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: Na TEMPERATURE: 85 Deg. F TESTS REQUIRED: n/a SITE TIME START: 10:00 AM SITE TIME FINISH: 4:30 PM .LUNCH PERIOD: 112 HR. TRAVEL TIME: VERIFIED BY i it r i nn i i nmvt rMM0U1 ALLT UGJtK V tU ALL Vh I nt VVUHK u5I ED 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 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/13/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Nominal Size Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Type of Fracture Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 9.70 - Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 28" Tel: (818) 833-8100 Fax: (818) 833-0085 Reportof COMPRESSIVE STRENGTH -GROUT ASTM C1019 * *. CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA; CA 92253 . J , Client:• THOMAS ENTERPRISES A Set No.:' 6-1377 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Nam S -T 'BES-@_LA_QUINTA ter--- - — 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 71 1/31/2006 3 X 3,X 6 9.70 14,560 1,500 N/A 28" 2/21/2006 3 X 3:X 6 10.24 30,570 2,990 N/A 28 2/21/2006 3 X 3 X 6 9.52 1 30,220 1 3,180 1 N/A Specified Strength: 2,000` PSI Sampled By MICHAEL G. Location: 4TH LIFT REC/ LOADING DOCK WALLS Concrete. Supplier: ASSOCIATED READY MIX Mix. No.: 46002 Ticket No.:. 3628298 Water. added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: g Distribution: THOMAS, ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 1/24/2006 Date Received: 1/26/2006 Concrete Temp: OF ASTM C1064 Ambient Temp: OF ASTM C1064 Slump: 9.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 'Ile 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 I Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/2512006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 _ San Diego, CA 92102 REPORT NO 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway. 111 La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 & FCAW NR232 CONTRACTORS EQUIPMENT I MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-4008SW2, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding and high strength bolting of the high roof framing from line B.5 to D between 5.5 & 6. STRUCTURAL NOTES, DETAIL, OR RFIS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Cool SAMPLES TAKEN: nta TEMPERATURE: 67 Deg. F TESTS REQUIRED: Na SITE TIME START: 7:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 112 Hr. TRAVEL TIME: V RIFIED BY I DO BY CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF 1 Ht VVUHK Lls I tU AtSUV t ANU I nH I i nw vvvr m wmru�a vv.. „ THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/21/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number �c 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/25/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: tCBO 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2 AREA, GRIDLINES, PIECES OBSERVED: Items Completed: Welding and torque tightening of the ASTM A325 high strength bolts on the high roof framing from line F.1 to G between lines 4.5 & 5.2. 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: n/a TEMPERATURE: 70 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/22/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/25/2006 PROJECT NO. 3115D03 ENGINEER: CSSI . 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 3 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. ,05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 RRS, 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 & E-6022 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2 AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the high roof framing from fine B.5 to D between lines 5.5 & 6. Items Completed: Puddle welding and side seam punch locking of the entire metal roof deckng from line 1 to 6 between fines A and G. 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: n/a TEMPERATURE: 73 Deg F TESTS REQUIRED: n/a SITE TIME START: 10:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 112 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. -0& 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/23/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number F, 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 . Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSV/ AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/2512006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 4 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA- ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2 AREA, GRIDLINES, PIECES OBSERVED: Items Completed: Welding and torque tightening of the ASTM A325 high strength bolts on the high roof framing from line B.5 to D between Line 5.5 & 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: n/a TEMPERATURE: 85 Deg. F TESTS REQUIRED: n/a SITE TIME START: 11:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED BY I DO BY CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND I HA I I rns wurcK t vwirUca m i n THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING C DE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 'gn� 10849264-85 Signature ICBO Certification Number Steve W. Bodnar 02/24/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 03/04/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 4 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 I 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: Miller Trailblazer 301 G AREA, GRIDUNES, PIECES OBSERVED: Items Completed: (1) Welding of the perimeter facia channels to the roof joists that support the metal roof decking overhang on line 6.1 from line A.5 to BA. (2) Puddle welding and side seam punch locking of the metal roof decking on the roof overhangs on lines 6.1/A.5 to BA and 6.1/D.1 to D.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: Na TEMPERATURE: 77 Deg. F TESTS REQUIRED: Na SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 112 Hr. TRAVEL TIME: VERIFIED BY I UP UY LER I IFY 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. moi&- 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 03/02/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 03/0412006 PROJECT NO. 3115DO3 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 5 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Miller Trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: (1) Welding of the entire C6x13 channels to the top cord of the roof joists around the RTU units from fine A to G between 2 and 6. (2) Welding of the HSS 10x8x3/8 tube steel headers On line 6 from fine B.5 to C.5 at the store front. (3) Welding of the C10x15.3 channels to the steel tube online 6 from line B.5 to C.5 on the roof level. (4) Welding of the hip beam support at line 6/G on the roof level. 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: n/a TEMPERATURE: 74 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 3:30 PM LUNCH PERIOD: 1/2 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 03/03/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 03/04/2006PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 ACOPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES SMAW E-6022 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: Miller Trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Puddle welding and side seam punch locking of the metal roof decking on the high roof framing from line 6.5 to D between line 5.5 and 6. STRUCTURAL NOTES, DETAIL, OR RAS USED: (PER APPROVED PLANS) REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: Warm SAMPLES TAKEN: Na TEMPERATURE: 75 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VE IFIED 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 0849264-85 ICBG Certification Number 02/27/2006 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 03/0412006 PROJECT NO. 311510103 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. OS -2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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-6022 CONTRACTORS EQUIPMENT! MANPOWER USED: WELDING MACHINE: Lincoln Trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: Puddle welding and side seam punch seam punch locking of the meta( roof decking on the high roof framing from line B.5 to D between line 5.5 and 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: n/a TEMPERATURE: 78 Deg. F TESTS REQUIRED: Na SITE TIME START: 7:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. 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 / 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 02/28/2006 Date Of Report 0849264-85 ICBO Certification Number City Of La Quinta City 1 County Certification Number . . ....... . .. ...... . . .. ..... ...... ..... ��* . ...... . ....... .............. ... >y#'`.. ..... .......... .. ... .......... . .. .... .......... K> ........... .. .. ... .... 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 03/04/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO 3 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: Lincoln SAE 350, Miller Big Blue 400D AREA, GRIDLINES, PIECES OBSERVED: In Progress Welding of the channels to the top cord of the roof joists around the RTU Units on the roof level. Items Completed: Welding of the perimeter facia channels to the roof joists that support the metal roof decking overhang on line 6.1 from line D.1 to D.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: n/a TEMPERATURE: 76 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. 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 / 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 03/01/2006 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 / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT Smith Consulting Architects FOR WEEK ENDING 04/01/2006PROJECT NO. 3115D03 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI REPORT NC 1 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Construction, Inc. PROJECT NAME: Major* 'E' Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA 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 ELECTRODE: SMAW E-7018 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: Miller Trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: Welding of the entire seismic sway bracing angles from the bottom cord of the roof joists to the boftom cord of the roof girders from line 1 to 6 between lines A & G. 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: n/a TEMPERATURE: 69 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM LUNCH PERIOD: none SITE TIME FINISH: 9:30 AM 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 03/31/2006 City Of La Quinta Print Name 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) 53773999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833=8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 y CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES Set No.: 6-2639 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79-220 HWY 111 @ ADAMS LA QUINTA, CA Age Date (Days) Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 3 4/24/2006 6X 12 28.37 35,950 1,270 Cone 28 5/19/2006 6X 12 28.37 79,010 2,790 Cone 28 5/19/2006 6X 12 28.37 79,250 2,790 Cone 56 6/16/2006 6X 12 28.27 Specified Strength: 3,000 • • -PSI Sampled -By ---A-S`I44-Gl•7-2 -Date Sampled: 4/21/2006 Date Received: -4/22/,2006------ Location: S.O.G. LOADING DOCK (1ST 1/4) Concrete Supplier: ASSOCIATED READY MIX Concrete Temp: 90 °F ASTM C1064 Mix No.: 25336 Ambient Temp: 70 °F ASTM C1064 Ticket No.: 3642764 Water added at Site: 0.00 gal. By Slump: 5.00 in. ASTM C143 Cement Type: Mix Time: min.. Tested at: Anaheim Remarks: TRUCK # 226 Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. 1 . ZA6 M.B. (Ben) Lo Chief Engineer 2790 PSI 28 -day compression test does not comply 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (1') APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (1) ARCHITECT Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 04/01/2006 PROJECT NO. 3115D03 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NC 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO.PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Construction, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Major 'E' BestBuy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 ELECTRODE: SMAW E-7018 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: Miller Trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: Items Completed: Welding of the entire seismic sway bracing angles from the bottom cord of the roof joists to the bottom Cord of the roof girders from line 1 to 6 between lines A 8 G. 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: n/a TEMPERATURE: 69 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 9:30 AM / 4 LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY 1 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. _'!gtg, 061rim w'D' / 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 03/31/2006 City Of La Quinta Print Name 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 65313999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel:(818)833-8100 Fax:(818)833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ** CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: ' THOMAS ENTERPRISES A Set No.: 6-2639 —. File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY I 1 I @ ADAMS LA QUINTA, CA A Age (Days) Date Tested 'Nominal Actual Area Size (Sq. Inch) Load Strength Type of (lbs.) (psi) Fracture 3 4/24/2006 6X 12 28.37 35,950 1,270 Cone 28 5/19/2006 6X 12 28.27 28 5/19/2006 6X 12 28.27 28 H 5/19/2006 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By Location: S.O.G. LOADING DOCK (1ST1/4) Concrete Supplier: ASSOCIATED READY MDC Mix No.: 25336 Ticket No.: 3642764 Water added at Site: 0.00 gal.,,By Cement Type: Mix Time: Remarks: TRUCK # 226 Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** min. 1 ASTM C172 Date Sampled: 4/21/2006 Date Received: 4/22/2006 Concrete Temp: 90 °F ASTM C1064 Ambient Temp: 70 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 !L,P. q: 317. M.B. (Ben) Lo Chief Engineer Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (7.14) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of.' COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set Nu.: - 6 -2639' - File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79-220 H%Y 111 @ ADAMS LA QUINTA, CA Age (Days) . Date Tested Nominal Size Actual Area Load Strength (Sq. Inch) (lbs.) (psi) Type of Fracture 3 4/24/2006 6X 12 28.37 35,950 1,270 Cone 28 5/19/2006 6X 12 28.37 79,010 . 2,790 Cone 28 5/19/2006 6X 12 28.37 79,250 1 2,790 1 Cone 56 6/16/2006 6X 12 28.37 95,310 1 3,360 1 Cone Specified Strength: 3,000 PSI Sampled By Location: S.O.G. LOADING DOCK (I ST 1/4) Concrete Supplier: ASSOCIATED READY MIX Mix No.: 25336 Ticket No.: 3642764 Water added at Site: 0.00 gal. By Cement Type: - Mix Time Remarks: TRUCK # 226 Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 4/21/2006 Date Received: 4/22/2006 Concrete Temp: 90 °F ASTM C1064 Ambient Temp: 70 °F ASTM C1064 Slump: 5.00 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B.(Ben) Lo Chief Engineer 2790 PSI 28 -day compression test does not comply with the specified strength. CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Type Of Work X INSPECTOR TECHNICIA SSW ARCHITECT:, Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 • Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA San Diego / Imperial County Inland Empire 7313 Carroll Road, Suite G 14320 Elsworth Street, Suite C101 San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT - N AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING 02/04/2006 1 PROJECT NO. 3115003 REPORT NO. i PLAN FILE NO. PROJECT NAME: Best Buy PG 1 PERMIT NO. 05-2121 ADDRESS OF PROJECT: 79-220 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 & FCAW NR232 OF 1 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, -Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the roof joist bridging, (2) Welding of the W8x10 beams to the top cord of the roof trusses and joists. Items Completed: Welding of the pocket angle extensions at the roof level as per RFI# 0107. 4 - places on line 2 and 3 - places on line 6. STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: WEATHER: Warm TEMPERATURE: 74 dea. F SITE TIME START: LUNCH PERIOD: 7:00 AM none (PER APPROVED PLANS) SAMPLES TAKEN: TESTS REQUIRED SITE TIME FINISH: 11:30 AM TRAVEL TIME: PERCENT PROJECT COMPLETION: n/a n/a i 1 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. a /�� 2� 0849264-85 Signature ICBO Certification Number Steve W: Bodnar 01 /30/2006 Print Name Clty 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 FIFI ii Q1=0n0T Inland Empire 14320 Elsworth Street. Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects FOR WEEK ENDING 02/04/2006 PROJECT NO. 3115003 12220 EI Camino Real Suite 200. San Diego, CA 92130 ENGINEER: CSSI REPORT NO. 1 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: IC130 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 FIRS, 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 & FCAW NR232 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the roof joist bridging. (2) Welding of the W8x10 beams to the top cord of the roof trusses and joists. Items Completed: Welding of the pocket angle extensions at the roof level as per RFI# 0107. 4- places online 2 and 3- places on line 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: n/a TEMPERATURE: 74 deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 11:30 AM 7 LUNCH PERIOD: none TRAVEL TIME: ERIFIED BY I nn RV rPDTICV TUI _. - • -• - .• I vuV VCU /ILL Vi int WUKK u5 rED 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. 0849264-85 s Ignature ICBO Certification Number Steve W. Bodnar 01/30/2006 _ City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW ARCHITECT: Smith Consulting Architects APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING 02/04/2006 PROJECT NO. 3115003 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI REPORT NO. 2 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 PLAN FILE NO. PERMIT NO. 05-2121 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: (CBO 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 RRS, 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 CONTRACTORS EQUIPMENT/ MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the roof joist bridging. (2) Welding of the splice plates at the roof girder to girder, truss to truss and joist to joist end connections on line 3. (3) Welding of the truss and joist end connections to the top cord of the roof girders on line 3. 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: n/a TEMPERATURE: 75 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY I nC1 RV r[DT1CV TUAr --. - -• • - �w .,�� yrI nr- vvvnn Ua i tU ACUVE 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. 0849264-85 Signature ICSO Certification Number Steve W. Bodnar 01/31/2006 City Of La Quinta Print Name 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 1 Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIFI n R1=0f10T Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) ARCHITECT: Smith Consulting Architects APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 02/04/2006 PROJECT NO. 3115003 REPORT NO. 2 PG 1 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 OF 1 PLAN FILE NO. PERMIT NO. 05-2121 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA 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 CONTRACTORS EQUIPMENT f MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the roof joist bridging. (2) Welding of the splice plates at the roof girder to girder, truss to truss and joist to joist end connections on line 3. (3) Welding of the truss and joist end connections to the top cord of the roof girders on line 3. 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: n/a TEMPERATURE: 75 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY 1 r1n RV rCo sry r - -- • • •• • • -- , ,-,wv.n�� I vDOCMVtU ALL Vh I Ht WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SFCTInN nF TNF BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar Print Name 01/31/2006 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: 714.6322974 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01282006 PROJECT NO. 3115003 ENGINEER: CSSI 2445 F(flh Street Suite 300 San Diego, CA 92102 REPORT NO. 6 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court • Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quints, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: CCBO FIELD INSPECTION MANUAL / UTGL SOL 111ANUALa2EVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NONCONFORMING WORK AT THE END OF THE WORK DAY, OR AaSSING 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ WhisImwe(d BLW-400SSW2, Lincoln Shield -Arc SA -250, Muer tra7Yblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the roof joist bridging. 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: Na TEMPERATURE: 71 Deg. F TESTS REQUIRED: n/a SITE TIME START: 8:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none 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 I OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Signature Steve W. Bodnar 01/28/2006 Print Name Date Of Report 0849264-85 ICBO Certification Number City Of La Quinta City / County Certification Number CORPORATE �992 E. La Palma Ave., Suite A Anaheim, CA 92606 Tel: 714.632.2999 Fax 714.6322974 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 14320 Elsworfh Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT m (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 0128/2006 PROJECT NO. 3115003 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 6 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTMO REQUIREMENTS: rSO FIELD INSPECTION MANUAL I MTGL SOL MMRlAL•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. 0 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: ' MQ WhispErvuefd BLW400SSW2, Lincoln ShieWArc SA -250, Myer tratiblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In P ress• Welding of the roof joist bridging. 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: Na TEMPERATURE: 71 Deg. F TESTS REQUIRED: n/a SITE TIME START: 8:00 AM SITE TIME FINISH: 11:30 AM LUNCH PERIOD: none TRAVEL TIME: RIFIED BY 1 DO BY CERTIFY THAT l 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 01/28/2006 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 / imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIFI n 09=0nOT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 - � • - •• -- •- • I--0CMvCU MLL U1' I rt VVURK 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 01/27/2006 Date Of Report 0849264-85 ICBO Certification Number City Of La Quinta City / County Certification Number Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) ARCHITECT: Smith Consulting Architects APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115003 REPORT NO. 5 PG 1 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 OF 1 PLAN FILE NO. PERMIT NO. 05-2121 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PROJECT NAME: Best Buy SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 ADDRESS OF PROJECT: 79-220 Highway 111 INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL f 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the roof joist bridging. Completed: Welding of the splice plates on the roof girder to girder, truss to truss & joist to joist end connections. 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: n/a TEMPERATURE: 71 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 9:30 AM r' LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY Inn Rv rr-DTiry TUA -A-------____- - � • - •• -- •- • I--0CMvCU MLL U1' I rt VVURK 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 01/27/2006 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 / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIFI n RPpnQT Inland Empire 14320 Elsworth Street, Suite C 101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) ARCHITECT: Smith Consulting Architects APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115003 ENGINEER: CSSI REPORT NO. 5 PG 1 2445 Fifth Street Suite 300 San Diego, CA 92102 OF 1 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 ADDRESS OF PROJECT: 79-220 Highway 111 INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the roof joist bridging. Completed: Welding of the splice plates on the roof girder to girder, truss to truss & joist to joist end connections. 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: n/a TEMPERATURE: 71 Deg. F TESTS REQUIRED: n/a SITE TIME START: 7:00 AM SITE TIME FINISH: 9:30 AM _ LUNCH PERIOD: none TRAVEL TIME: VERIFIED BY I nn RV rPPTICV TWAT -- -•-�.- -.�� i vuoCR V CU %LL Ur i nt VVUHK 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 01/27/2006 Date Of Report 0849264-85 ICBO Certification Number City Of La Quinta City / County Certification Number t.+ Corporate: i. 2992 E. La Palma AN.f Ste.. A Anaheim, CA 92806, Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: Inland Em 7313 Carroll Road, Suite G 14320 ElSworth"Street, Ste. C101 _M San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK XINSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT (Vj (N) SPECS(ON) APPROVED PLANSM(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECTfOR 5 o�I WEEKENDING -Z.O-b PROJECT. NO. 3 - X02, ENGINEER S REPORT NO. PG ` OF CONTRACTOR U C PLAN FILE NO. PERMIT NO. p - SUB -CONTRACTOR C _C Z �scti PROJECT NAME `T INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAUMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IFTHERE IS NON -CONFORMING; WORK AT THE END OF THE;WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT'AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO:.OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER RUUSED: Cry AREA, GRID LINES, PIECES OBSERVED: Z Ite •ems C<<i�;.c'�� new e rL� C�l� �� \..,tee . 2 C\ Qa> �• \�c�r� z` CI c,�.,'� '� c�.�'� Z�- S ��c�r•, -z cc�a.r� , SZ6 S/ 8 to STRUCTURAL NOTES. DETAIL. OR RFIS USED: -. REMARKS. INCLUDING KFERNGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION:' WEATHER: f2• TEMPERATURE: �� SAMPLES TAKEN: TESTS REQUIRED: SITE TIME START: llc!o 'SITE TIME FINISH:3nC'1CS�_ LUNCH PERIOD: TRAVEL TIME: VERIFIED BY�s faiGl/ I UU CEHI IVY 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 / 'Date of Report ICBO Certification Number e - Print Name City / County Certification Number Rev: 7197 i Corporate: ate; 2992 E. La Palma'AVerSte. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 .. ..., � •a+- ^. y. :M' m.., ^rn.....--.,,..+.�xv a.. wr''a.w'.,+r.3 v�r;irl..�.�•r."-..v'. � .... ..i"r �,r. San Diego/Imperial County: Inland Emp11 , 11 7313 Carroll Road, Suite G 14320 Elsworth'Street, Ste. C101 v San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 858.537.3999 Tel: 951.653.4999 Fax: , 858.537.3990 Fax: 951.653.4666 FIELD REPORT ' TYPE OF WORK eNSPECT5R ❑ TECHNICIAN (� r -I AVAILABLE: SOIL REPORT(fD,(N) SPECS ft(N) APPROVED PLANSQx) (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEKENDING PROJECT. NO. ENGINEER REPORT NO. PG OF CONTRACTOR PLAN FILE NO. PERMIT NO. Z SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS, g -z o �a ADDRESS OF PROJECT q-zz \A REPORTING REQUIREMENTS: ICBO FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANP(OWER U\SED: AREA, GRID LINES, PIECES OBSERVED: CC��•s�e..�\a4�a.s� c�e� P. �'.,,.e_ STRUCTURAL NOTES, DETAIL, OR RFIS USED: t=om REMARKS, INCLUDING MEETINGS., � 5 - • REWORK AS PERCENT OF ALL WORK TODAY• PERCENT PROJECT COMPLETION' WEATHER: G44�(Z . `SAMPLES TAKEN: -� TEMPERATURE: TESTS REQUIRED: SITE TIME START: )cso m% SITE TIME FINISH: - �0 LUNCH PERIOD: TRAVEL TIME: VERIFIED BY- I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL eHIE STIGATION RECOMMEND MNO S, AND / OR THE APPROVED PLANS, SPECIFICATIONS. AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN DEFICIENCY REPORT > Signature - Data of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 r Corporate: •"Kk '. 2992 E. La Palma Ave..•Ste. Anaheim, CA 92806 Tel: ' 714.632.2999 Fax:. 714.632.2974 •."r n. � ., f...�.. .: •.,� .w+:�+-,•..«-.,...�....cr.�» =•tet. , : �.. ,...� ...-v ..,..n.w-•.. „ .., r-.., ,.. r, '.:y San Diego/imperial County: Inland Emp*'111 A 7313 Carroll Road, Suite G 14320 Elsworih Street, Ste. C101 San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 858.537.3999 TEL 951.653.4999 +^� Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK INSPECTOR ❑ TECHNICIAN t p` AVAILABLE: SOIL REPORTj0(N) APPROVED PLANS &N) SPECS 'a (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT SM��tis,\'�•: FOR WEEK ENDING � -'Zo-© PROJECT. NO. 3 t - z ENGINEER � � � � � � REPORT N0. PG , OF CONTRACTOR v PLAN FILE NO. PERMIT NO. d SUBCONTRACTOR' PROJECT NAME INSPECTION ADDRESS �l - Zzo SN ADDRESS OF PROJECT C\ ZZ� a • ,� REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAUMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OFTHE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BYCONTRACTOR (INCLUDE RESEARCH /REPORT NO. OR MATERIAL TEST REPORTS): mo�Y i\ - �1�5�� l CONTRACTORS EQUIPMENT/ MANPOWER USED -';n, �oT AREA, GRID LINES, PIECES OBSERVED: k--1 STRUCTURAL NOTES: DETAIL. OR RFIS USED: REMARKS. INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCFNVEROJECT COMPI ETI(ON• WEATHER: ^ SAMPLES TAKEN: TEMPERATURE: AS TESTS REQUIRED:_ SITE TIME' START: SITE TIME FINISH:—�M LUNCH PERIOD: TRAVEL TIME: VERIFIED BY. I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE AND/ OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTE Signature Date of Report Print Name INVESTIGATION RECOMME THE DEFICIENCY REPORT ICBG Certification Number City / County Certification Number Rev: 7/97 ll F` Corporate: X45. 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806. Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: Inland Empv�, .. .z i 7313 Carroll Road, Suite G 14320 ElswiAXStreet, Ste. C101 San Diego, CA 92121 Moreno Valley, CA 92553. Tel: 858.537.3999 Tel: 951'.653.4999 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK 16 INSPECTOR ❑ TECHNICIAN AVAILABLE: SOIL REPORTIM(N) SPECS a (N) APPROVED PLANS((V(Nj` APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEKENDING - © PROJECT. NO. ENGINEER '[ REPORT NO. PG \ OF' CONTRACTOR L' PLAN FILE NO. PERMIT NO. SUBCONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST R PORTS): CONTRACTORS EQUIPMENT/(jdNtPOWER USED: `J • �'i Lgaor�i S 'AREA; GRID LINES, PIECES OBSEFI EV D t . r C&\\ STRUCTURAL NOTES, DETAIL, OR RFIS USED: CZ c., N REMARKS, INCLUDING MEETINGS. \t�7A a A.. �1 n\ C� +L- r\a��`C� �, \v0�\ t�� , REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMP) FTIOM WEATHER: C\Q�� • SAMPLES TAKEN: TEMPERATURE:,��C TESTS REQUIRED: SITE TIME START: �\� SITE TIME FINISH: �eczs S� "kk LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: V/e2�t I UU GtHI IhY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED,ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INYSTIGATION•RECOMMENDATIONS, • AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT c G / Signature Date of Report ICBO Certification Number Print Name City/ County Certification Number �. Rev: 7/97 CORPORATE 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 FIFI n RFP[1RT Inland Empire 14320 Ellsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW ARCHITECT: Smith Consutting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115003 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the splice plates on the top cords of the girder to girder, truss to truss and joist to joist connections. 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: Na TEMPERATURE: 75 Deg. F TESTS REQUIRED: n/a SITE TIME START: 1:00 PM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: none TRAVEL TIME: / VERIFIED BY inn ov � - - - -- ••�� -r �� • �+u air Q nLL Ur i nt VVUKr, ua I tU ACUVt ANU I HAI 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 01/23/2006 Print Name 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 / Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Fmi n R9=anQr Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW ARCHITECT: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115003 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 1 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-4OOSSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIOLINES, PIECES OBSERVED: In Progress: Welding of the splice plates on the top cords of the girder to girder, truss to truss and joist to joist connections. 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: Na TEMPERATURE: 75 Deg. F TESTS REQUIRED: Na SITE TIME START: 1:00 PM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: none TRAVEL TIME: % VERIFIED BY I Illi RY r CATICV TUAT I UA%/, n �v I — V VURIn LW I CU ACUVt ANU I HA I I HIS 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/23/2006 City Of La Quinta Print Name 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 FIELD RFP[)RT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115003 ENGINEER: CSSI 2445Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 2 PG 1 OF -1- F12445 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250 AREA, GRIDLINES, PIECES OBSERVED: In Progress: ' Welding the top cord of the truss and joist end connections. 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: n/a TEMPERATURE: 75 Deg F TESTS REQUIRED: n/a SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM / , kel_ LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: VERIFIED BY -- •- • ---• • • • •• • • • • •�.� u�Vv31-1 WUQCR V CU P%LL UP 1 nr VVUKK Lib It U AbUVt 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/24/2006 City Of La Quinta Print Name - 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 FIFI n RFPnRT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115003 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 2 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL /MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTORS, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND 7 SUBMIT A COPY WITH YOUR WEEKS REPORTS. MATERIALS USED BY CONTRACTOR: (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): WELDING ELECTRODES SMAW E-7018 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250 AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding the top cord of the truss and joist end connections. 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: n/a TEMPERATURE: 75 Deg F TESTS REQUIRED: n/a SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM 7.1,�;J_ LUNCH PERIOD: 112 Hr. TRAVEL TIME: VERIFIED BY - - - --• • • •• • • •• • • • • •• •-� ".. ,. �" ..U., U nLL yr 1 nr_VVUKN ua I tU ACUVt ANU I HAT 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 01/24/2006 Date Of Report 0849264-8 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 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115003 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 3 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: (CBO 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' CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250 AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the splice plates between the girder to girder, truss to truss and joist to joist connections. Completed: RFI No 0107. 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: n/a TEMPERATURE: 68 deg. F TESTS REQUIRED: n/a SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBG Certification Number Steve W. Bodnar 01/25/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number CORPORATE San Diego I Imperial County 2992 E. La Palma Ave., Suite A 7313 Carroll Road, Suite G Anaheim, CA 92806 San Diego, CA 92121 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 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: Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115003 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 3 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 I La Quinta, CA REPORTING REQUIREMENTS: ICBG 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250 AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the splice plates between the girder to girder, truss to truss and joist to joist connections. Completed: RFI No 0107. 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: n/a TEMPERATURE: 68 deg. F TESTS REQUIRED: Na SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/25/2006 City Of La Quinta Print Name 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 FiFi n RFPnPT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (1) (N) SPECS. m APPROVED PLANS M APPROVED SHOP DRAWINGS (Y) ARCHITECT Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115003 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 4 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PERMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA REPORTING REQUIREMENTS: ICSO FIELD INSPECTION MANUAL / MTGL SOIL MANUAL -REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND 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 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: Welding of the roof joist bridging. Completed Welding of the tube steel to the top cord of the roof girders on lines 3/A to B & F to G, 4/A to B & F to G, 5/A to B & F to G. 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: Na TEMPERATURE: 70 Deg. F TESTS REQUIRED: Na SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: ERIFIED BY I UU nT GtK I IVY I HAI 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. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/26/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number rMTG�d:, 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 F1R n RFP()RT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax.: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN SSW AVAILABLE: SOIL REPORT (Y) (N) SPECS. m APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT Smith Consulting Architects 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/28/2006 PROJECT NO. 3115003 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 REPORT NO. 4 PG 1 OF 1 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 PLAN FILE NO. PE RMIT NO. 05-2121 SUB -CONTRACTOR: Portola Constructios, Inc. 10722 Edison Court Rancho Cucamonga, CA 91730 PROJECT NAME: Best Buy INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA ADDRESS OF PROJECT: 79-220 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 ELECTRODE: SMAW E-7018 & FCAW NR232 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: , Welding of the roof joist bridging. Completed Welding of the tube steel to the top cord of the roof girders on lines 3/A to B & F to G, 4/A to B & F to G, 5/A to B & F to G. 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: Na TEMPERATURE: 70 Deg. F TESTS REQUIRED: Na SITE TIME START: 11:30 AM SITE TIME FINISH: 4:30 PM LUNCH PERIOD: 1/2 Hr. TRAVEL TIME: RIFIED BY uv o a �cn I it r i MIA i I rwvt MKZOUNAuT UbZ)tKVt:U 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. /i �J/ �• C 2L / z ��, r 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/26/2006 City Of La Quinta Print Name 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 FIELD REPORT Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) ARCHITECT: Smith Consulting Architects FOR WEEK ENDING 01/21/2006 < PROJECT NO. 3115003 12220 EI Camino Real Suite 200 San Diego, CA 92130 ENGINEER: CSSI REPORT NO. 1 PG 1 OF 1 2445 Fifth Street Suite 300 San Diego, CA 92102 CONTRACTOR: Vratsinas Construction Co. PLAN FILE NO. PERMIT NO. 05-2121 P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 INSPECTION ADDRESS: 79-220 Highway 111 ADDRESS OF PROJECT: 79-220 Highway 111 La Quinta, CA La Quinta, CA REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL I 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the truss and joist end connections. (2) Welding of the splice plates on the girder to girder connections. (3) Welding of the splice plates on the truss to truss and joist to joist connections. STRUCTURAL NOTES, DETAIL, OR RFIS USED REMARKS: INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: WEATHER: , ,Warm , TEMPERATURE: 68 deg. F SITE TIME START: 11:30 AM LUNCH PERIOD: 1/2 Hr. - (PER APPROVED PLANS) SAMPLES TAKEN: TESTS REQUIRED: SITE TIME FINISH: 3:30 PM TRAVEL TIME: PERCENT PROJECT COMPLETION: Na Na !I IM -11 // 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. Z��`� '`' : 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/21/2006 City Of La Quinta Print Name I Date Of Report City / County Certification Number a 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 FIFI n RGDr%C)T Inland Empire 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 Type Of Work X INSPECTOR TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS. (Y) SSW ARCHITECT: Smith Consulting Architects APPROVED PLANS (Y) APPROVED SHOP DRAWINGS (Y) 12220 EI Camino Real Suite 200 San Diego, CA 92130 FOR WEEK ENDING 01/21/2006 PROJECT NO. 3115003 REPORT NO. 1 PG 1 OF 1 ENGINEER: CSSI 2445 Fifth Street Suite 300 San Diego, CA 92102 PLAN FILE NO. PERMIT NO. 05-2121 CONTRACTOR: Vratsinas Construction Co. P.O. Box 2558 Little Rock, AR 72203 SUB -CONTRACTOR: Portola Constructios, Inc. PROJECT NAME: Best Buy 10722 Edison Court Rancho Cucamonga, CA 91730 ADDRESS OF PROJECT: 79-220 Highway 111 INSPECTION ADDRESS: 79-220 Highway 111 La Quinta, CA La Quinta, CA 22 REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL I 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 FIRS, 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 CONTRACTORS EQUIPMENT / MANPOWER USED: WELDING MACHINE: MQ Whisperweld BLW-400SSW2, Lincoln Shield -Arc SA -250, Miller trailblazer 301 G AREA, GRIDLINES, PIECES OBSERVED: In Progress: (1) Welding of the truss and joist end connections. (2) Welding of the splice plates on the girder to girder connections. (3) Welding of the splice plates on the truss to truss and joist to joist connections. l 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: Na TEMPERATURE: 68 deg. F TESTS REQUIRED: n/a SITE TIME START: 11:30 AM SITE TIME FINISH: 3:30 PM LUNCH PERIOD: 1!2 Hr. 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 / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT. 0849264-85 Signature ICBO Certification Number Steve W. Bodnar 01/21/2006 City Of La Quinta Print Name Date Of Report City / County Certification Number .. -+ !1. r. t^.Ce.s..J.1J• y.a'- "�"". •` r` t` s s J „s ...<"Q�Y.e.w" �r►•l.hh4�rr ... :w- r. ... � v - • . a "'n FOR WEEK ENDING PROJECT. NO. ENGINEER Corporate.' -•1 San Diego/Imperial County: Inland Emp1 2992 E. La Palma Ave., Ste. A 7313 Carroll Road, Suite G 14320 Elsworth Street, Ste. C101. Anaheim, CA 92806 San Diego, CA 92121 _ Moreno Valley, CA 92553 M 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 INSPECTOR ❑ TECHNICIAN + AVAILABLE: SOIL REPORT;V4 (N) SPECS e)) (N) APPROVED PLANS(3) (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT N0. PG \ OF CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONNCTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): X CONTRACTORS EQUIPMENT/ MANPOWER USED AREA, GRID LINES, PIECES OBSERVED: ��52-C�te� ��a-.�\\ �► .� � o� CZOE� ��c�Q � S'L ill�l 11?'� ^ l� L�qP A oC STRUCTURAL NOTES, DETAIL. OR RFIS USE p REMARKS. INCLUDING MEET7NGS. r REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION' WEATHER: C.� �Z-. TEMPERATURE: �� + r- SAMPLES TAKEN: $ TESTS REQUIRED: SITE TIME START: ')to a-_ SITE TIME FINISH: �� f,, Y e ' LUNCH PERIOD: TRAVEL TIME: VERIFIED BY:�� I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE; UNLESS OTHERWISE%NOTED IN THE DEFICIENCY REPORT Signature Date of Report., ICBO Certification Number Print Name f City / County Certrfication Number Rev: 7/97 $96 TYPE OF WORK 9INSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORTO(N) SPECS (MN) APPROVED PLANSG(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING k Corporate: San Diego/imperial County: Inland Emp CONTRACTOR 2992 E. La Palma Ave., Ste. A 7313 Carroll Road, Suite G 14320 Elsworth Street, Ste. C101 _. Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 714.632.2974 Fax: 858.537.3990 fax: 951.653.4666 FIELD REPORT TYPE OF WORK 9INSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORTO(N) SPECS (MN) APPROVED PLANSG(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT NO. ENGINEER � � � �— T REPORT N0. PG ` OF CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS Nq co, ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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 ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT COPY WITH YOUR WEEK'S REPORTS. MATERIAL'S USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT / MANPOWER USED/ . Mne�asz N\.�c � Hoek\`�•�•+ � �cor�C�s�+3J f\til'tcis�r�elt_ AREA, GRID LINES, PIECES OBSERVED: \i a`�1. LC . � –"C- s � S L� Cc�..�� ae�GR �e •r �.<� � ,�1F�\\ °.a,'% ye Ns �,a1\ 1 LSC" tir C�l�l t 1 �f.4\ )�sz--fitSTRUCTURAL —C NOTES. NOTES, DETAIL, OR RFIS USED: REMARKS, WaU0/NG MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPI ETION• WEATHER: C\qq d TEMPERATURE: SAMPLES TAKEN: -� TESTS REQUIRED/ SITE TIME START: r\ C., SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I D0. CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR TTHE.APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO CertNication Number Print Name City / County Certification Number Rev: 7/97 ,, ... -. ..- •---^�-�.;.n�,L.. ..... �.. .. �.,. T "w.. •i-. ; . c .y^'1.', ..�..ii.�+C•,,ti3t.c.•l..J•� :]�. ..�.,.� + ..�.„, ........ .,. +s - f . Corporate:• San Diego/Imperial County: Inland EmptJ 2992 E. La Palma Ave., Ste. A 7313 Carroll Road, Suite G 14320 Elsworth Street, Ste. C101. Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553 _.. Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT w TYPE OF WORK )j INSPECTOR ❑ TECHNICIAN AVAILABLE: SOIL REPORTej (N) SPECS (0 (N) ry APPROVED PLANSOf (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT .k FOR WEEK ENDING PROJECT. NO. - I�3-6 _-," c- o0 ENGINEER REPORT NO. PG OF S SZ CONTRACTOR PLAN FILE NO. PERMIT NO. v Q SUB -CONTRACTOR PROJECT NAME _0 g INSPECTION ADDRESS ADDRESS SOOFPROJECT REPORTING REQUIREMENTS: ICBG FIELD 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 ORA PREVIOUS INSPECTOR'S, IS, CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT COPY WITH YOUR WEEK'S REPORTS. a MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): / 7\10e QN ! Q -r Q.M.,ca�►\ CONTRACTOR EQUIPMENT/ MANPOWER Ugb: AREA. GRID LINES, PIECES OBSERVED: l t� \ �`S • �� \tel e- • ci dio-�r �, �\ L Q G o Si �c1 c� Q5 C•.s= S L 2 c� •e cl STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEEIINGS. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION* WEATHER:\CRS_ SAMPLES TAKEN: -8- TEMPERATURE: TESTS REQUIRED: SITE TIME START: `o O VA" SITE TIME FINISH: a»S? - LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: / I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT �J Signature �y Date of Report ICBO Certification Number Print Name •'. ; City / County Certification Number Rev: 7/97 e Corporate: •;° San Diego/Imperial County: Inland Emp� 2992 E. La Palma Ave'Ste: A 7313 Carroll Road, Suite G 14320 Elsworth'Street, Ste. C101 r;. Anaheim, CA 92806' San Diego, CA 92121 Moreno Valley, CA 92553 Tel: • 714.632.2999 Tel: 858.537.3999 •Tel: 951.653.4999 Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK j9INSPECTOR OTECHNICIAN 1` 4 AVAILABLE: SOIL REPORT4A (N) SPECSCJ(N) APPROVED PLANS& (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG OF CONTRACTOR ` '' V � PLAN FILE N0. PERMIT NO. � SUB -CONTRACTOR .. �� PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALfMTGL SOIL MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END.OF THE WORK DAY, OR MISSING MTRS, ANDRFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY,.YOURS OR A PREVIOUS INSPECTOR'•S,.IS CORRECTED„SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. . MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): -Z- C) CONTRACTORS EQUIPMENT/MANPOWEE SED: L`) Vs, ta.•2 \ci �i�Rr ��.01` l a,�c�e e s1z, tC� AREA. GRID LINES, PIECES OBSERVED: c� cn� Q.o y"'Ne 'ZC1 viaeA <,LA �1 cN.h V STRUCTURAL NOTES, DETAIL: OR RFIS US REMARKS. IMaUDING NIEE17MGS. zxJ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPI ETION• 'WEATHER: TEMPERATURE: SAMPLES TAKEN: Ste, TESTS REQUIRED: SITE TIME START: � SITE TIME FINISH: "A � LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICA/TIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT v”, / 0 Ce �caA GCA— idlJ Signature Date of Report ICBO Certification Number' Print Name City / County Certification Number , Rev. 7/97 • Corporate: Branch: 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 14320 Elswo_rth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 6534666 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel:(818)833-8100 Fax:(818)833-0085 Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253. File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 4lk7922 . WY it 1 @,60 MS LA QUINTA, CA Client: THOMAS ENTERPRISES 'SetNo.-6-1263_.- Age (Days) Date Tested Nominal Size. Actual Area Load Strength Type of (Sq. inch) (lbs.) (psi) Fracture 7 1/20/2006 3 X 3 X 6 10.56 17,830 1,690 N/A 28 2/10/2006 3 X 3 X 6 '9.00 28 2/10/2006 3 X 3 X 6 9.00 28H 2/10/2006 3 X 3 X 6 9.00 C Specified Strength: 2,000 PSI Sampled By MICHAEL G. ASTM C172 Date Sampled: 1/13/2006 Date Received: 1/17/2006 'Location: 5TH LIFT LINE A (ROOF LINE) + Concrete Supplier: ASSOCIATED READY MIX Concrete Temp: 61 °F ASTM C1064 Mix No.: 46002 Ambient Temp: 72 °F ASTM C1064 Ticket No.: 3621919 Water added at Site: 0.00 gal. By Slump: 9.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim --Remarks: •� _ .., ..r - .. „t. -r. _.. ,, _._-_.,. _.- —..� ...... �.,- -... _•-_._ - -_ - .. , - . Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** Respectfully Submitted, MTGL, Inc. t 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7955 File No.: Permit No.: 05-2121 Project No.: 31151303 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq.Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/29/2005 6X 12 28.37 96,070 3,390 Cone 28 ` 1/19/2006 6X 12 28.37 128,830 4,540 Cone 28 1/19/2006 6X 12 28.37 131,850 4,650 Shear 28 H 1/19/2006 4X 12 28.27 Specified Strength: 3,000 PSI Sampled By JEREMY JOHNSON Location: S.O.G. LINES E & 1.5 Concrete Supplier: ASSOCIATED READY M1X Mix No.: 16031 Ticket No.: , Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 12/22/2005 Date Received: 12/23/2005 Concrete Temp: 68 °F ASTM C1064 Ambient Temp: 58 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 4600 PSI 28 -day compression test complies with the specified strength. Corporate: Branch: 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 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 6534666 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 s* CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7954 File No.: Permit No.: 05-2121 Project No.: 31151303 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 1 l 1 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/29/2005 6X 12 28.37 93,390 3,290 Cone 28 1/19/2006 6X 12 28.37 135,160 4,760 Cone 28' 1/19/2006 6X 12 28.37 130,050 4,580 Cone 28H 1/19/2006 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By JEREMY JOHNSON Location: S.O.G. LINES B & 3 Concrete Supplier: ASSOCIATED READY MIX . Mix No.: 16031 Ticket No.: Water added at Site:'0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/22/2005 Date Received: 12/23/2005 Concrete Temp: 70 °F ASTM C1064 Ambient Temp: 53 - °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 4670 PSI 28 -day compression test complies with the specified strength. Corporate: _ 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San'Femando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 ss CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 i Client: THOMAS ENTERPRISES A Set No.: 5-7953 File No.: Permit No.: 05-2121 Project No.: 31151303 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/29/2005 6X 12 28.37 103,550 3,650 Cone 28 1/19/2006 6X 12 28.37 148,440 5,230 Cone & Split 28 1/19/2006. 6X 12 28.37 1 146,420 5;160 Cone 28 H 1/19/2066 6X 12 28.27 r Specified Strength: 3,000 PSI Sampled By JEREMY JOHNSON Location: S.O.G. LINES C & 4 Concrete Supplier: . ASSOCIATED READY MIX Mix No.: 16031 Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 12/22/2005 Date Received: 12/23/2005 Concrete Temp: 70 °F ASTM C1064 Ambient Temp: 50 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 t M.B.(Ben) Lo Chief Engineer 5200 PSI 28 -day compression test complies with the specified strength. Set No.: 5-7952 Age (Days) Date Tested Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Load (lbs.) Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: Ar,Tl"k 7313 Carroll Road, Suite G, San Diego, CA 92121 12/29/2005 Tel: (858) 537-3999 Fax: (858) 537-3990 28.37 - Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Cone . Tel: (909) 653-4999 Fax: (909) 653-4666 6X 12 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 5,020 Tel: (818) 833-8100 Fax: (818) 833-0085 L Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 05-2121 78495 CALLE TAMPICO Project No.: 31151303 LA QUINTA, CA 92253 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 6X 12 79220 HWY 111 @ ADAMS LA QUINTA, CA Client: THOMAS ENTERPRISES Set No.: 5-7952 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 • 12/29/2005 6X 12 28.37 97,160 3,420 Cone 28 1/19/2006 6X 12 28.37 142,370 5,020 Shear 28 1/19/2006 6X 12 28.37 142,540 5,020 Cone &Split 28 H 1/19/2006 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By JEREMY JOHNSON ASTM C172 Date Sampled: 12/22/2005 Date Received: 12/23/2005 Location: S.O.G. LINES A & 5.5 Concrete Supplier:. ASSOCIATED READY MIX Concrete Temp: 65 "F ASTM C1064 Mix No.: 116031 Ambient Temp: 50 °F ASTM C1064 r Ticket No.: Water added at Site: 0.00 gal. By Slump: 5.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: - Respectfully Submitted, Distribution: THOMAS ENTERPRISES MTGL, Inc. VCC 1 CITY OF LA QUINTA-BLDG & SAFETY , **LAB COPY** M_R_ (Renl Ln 5020 PSI 28 -day compression test complies with the specified strength. • i Portola► Constructors, Inc. 603 Milliken Avenue No. 3408 i Ontario, CA 91761 EXTRA WORK SHEET (909) 937-6422 SHEET OF (909) 937-6442 Fax (('� ///DATE: CUSTOMER: Act T44 0 7 IV PROJECT: JOB NO: WORK DESCRIPTION:'•'.'-04-eS I^ t4 =a, c1 �o�, /�, �% �/,:' aY /'�+ ir1,/ / -l4 MATERIAL MARK-UP AT %: TOTAL MATERIAL DATE: r " ^/TOTAL COST: $ CUSTOMER'S � {` " SIGNATURE: a" s1 �,�,f-rp-� FOREMAN'S SIGNATURE: "".. ,•> A✓ - EMPLOYEE. NAME'' - CRAFT HOURS S/T HOURS O/T RATE -'S/T RATE RATE ' O/T D/T TOTAL ' J r #111'le : w `meq j 110w, v b Vnc L.% i TOTAL LABOR: ' EQUIPMENT DESCRIPTION aEQUIP. NO.- TIME FRAME TIME REG TIME OVER RATE REG RATE OVER TOTAL COST A TOTAL EQUIP: MATERIAL DESCRIPTION QUANTITY UNIT TOTAL TAX TOTAL MATERIAL MARK-UP AT %: TOTAL MATERIAL DATE: r " ^/TOTAL COST: $ CUSTOMER'S � {` " SIGNATURE: a" s1 �,�,f-rp-� FOREMAN'S SIGNATURE: "".. ,•> 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 653-4666 ' Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019 * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No. 78495 CALLE TAMPICO Project LA QUINTA, CA 92253 Proj�aa Client: THOMAS ENTERPRISES A Set No.: 6-1262' 0-5-2121 3115D03 BEST BUY MARKET 79220 HWY 111 @ A] LA QUINTA, CA QUINTA Age (Days) Date Nominal Actual Area Load Tested Size (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 19 1/18/2006 3 X 3 X 6 10.43 20,590 1,970 N/A 28 1/27/2006 3 X 3 X 6 9.00 28 1/27/2006 3 X 3 X 6 9.00 -28H 1/27/2006 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: 4TH LIFT @ 1 LINE Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3613107 Water added at Site: 0.00 gal. By Cement Type:. Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA.QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/30/2005 Date Received: 1/17/2006 Concrete Temp: 67 °F ASTM C1064 Ambient Temp: 77 °F ASTM C1064 Slump: 9.00 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 *s CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7995 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS, LA QUiNTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/28/2005 3 X 3 X 6 9.54 17,180 1,800 N/A 28 1/18/2006 3 X 3 X 6 9.55 24,550 2,570 N/A 28 1/18/2006 3 X 3 X 6 1 9.46 25,660 2,710 N/A Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: 3RD LIFT ON SIX LINE Concrete Supplier: ASSOCIATED READY MDC Mix No.: 46002 Ticket No.: 3607770 Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 12/21/2005 Date Received: 12/28/2005 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 10.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 2640 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39' CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No:: 6-1260 File No.: Date Tested Permit No.: 046-326 Project No.: 3115B03 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q 6X 12 HWY 111 @ ADAMS 118,390 4,170 LA QUINTA, CA n Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load Strength (lbs.) (psi) Type of Fracture 9 1/18/2006 6X 12 28.37 118,390 4,170 Cone 28 2/6/2006 6 X 12 28.27 28 .2/6/2006 6X 12 28.27 . Specified Strength: 4,500 PSI Sampled By MICHAEL G. Location: S.O.G. AND DOCK LEVELER @ LOADING DOCK Concrete Supplier: ASSOCIATED READY MIX Mix No.: 17231 Ticket No.: 3617611 Water added at Site: 0.00 gal: By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** i ASTM C172 Date Sampled: 1/9/2006 Date Received: 1/17/2006 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL; Inc. 1 6 . ` 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019 *s CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES Set No.: 5-7994 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture '10 12/29/2005 3 X 3 X 6 9.58 19,830 2,070 N/A 28 1/16/2006 3 X 3 X 6 9.73 24,300 2,500 N/A 28 1 1/16/2006 3 X 3 X 6 1 9.61 1 23,070 1 2,400 N/A Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: G LINE 2ND LIFT Concrete Supplier: ASSOCIATED READ_ Y MIX Mix No.: 46002 Ticket No.: 3605446 Water added at Site: 0.00. gal. By Cement Type: Mix Time: min. Remarks Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/19/2005 Date Received: 12/28/2005 Concrete Temp: 69 °F ASTM C1064 Ambient Temp: 71 °F ASTM C1064 Slump: 10.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 2450 PSI 28 -day compression test complies with the specified strength. i Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Nominal Actual Area Size (Sq. Inch) Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 12/21/2005 Tel: (858) 537-3999 Fax: (858) 537-3990 15,680 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 7 TTX 3 X 6 X 6 19.19 Tel: (909) 653-4999 Fax: (909) 653-4666 1,220 N/A Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 3 X 3 X 6 9.55 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C 1019 * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 05-2121 78495 CALLE TAMPICO Project No.: 31151303 LA QUINT& CA 92253 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINT& CA Client: THOMAS ENTERPRISES Set No.: 5-7804 Age (Days) Date Tested Nominal Actual Area Size (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 7 12/21/2005 3 X 3 X 6 9.86 15,680 1,590 N/A 28 1/11/2006 3 X 6 X 6 19.19 23,480 1,220 N/A 28 1/11/2006 3 X 3 X 6 9.55 1 22,940 1 2,400 N/A Specified Strength: 2,000 PSI Sampled By - MICHAEL G. ASTM C172 Date Sampled: 12/14/2005 Date Received: 12/16/200.5 Location: 1 ST LIFT LINE G Concrete Supplier: ASSOCIATED READY MDC Concrete Temp: °F ASTM C1064 Mix No.: 46002 Ambient Temp: °F ASTM C1064 Ticket No.: 3601434 Water added at Site: 0.00 gal. By Slump: 9.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: Respectfully Submitted, . Distribution: THOMAS ENTERPRISES MTGL, Inc. VCC 1 CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** M.B. (Ben) Lo Chief Engineer 1810 PSI 28 -day compression test does not comply with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Nominal Size • Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Type of Fracture Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 9.98 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 28 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of.- COMPRESSIVE STRENGTH -GROUT ASTM C1019 * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 05-2121 78495 CALLE TAMPICO - Project No.: 3115D03 LA QUINTA, CA 92253 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 1 I 1 @ ADAMS LA QUINTA, CA Client: THOMAS ENTERPRISES Set No.: 5-7805 Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/22/2005 3 X 3 X 6 9.98 15,310 1,530 N/A 28 1/12/2006 3 X 3 X 6 9.42 32,600 3,460 N/A 28 1/12/2006 3 X 3 X 6 1 10.40 1 31,940 1 3,070 1 N/A Specified Strength: 2,000 PSI Sampled By MICHAEL: G. Location: 2ND LIFT LINE A Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3603007 Water added at Site: 0.00 gal. ' By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/15/2005 Date Received: 12/16/2005 Concrete Temp: 68 °F ASTM C1064 Ambient Temp: 80 °F ASTM C1064 Slump: 10.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 3260 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 6-1031 File No.: Permit No.: 05-2121 Project No.: 31151303 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 1/5/2006 3 X 3 X 6 9.95 14,500 1,460 N/A 28 1/26/2006 3 X 3 X 6 9.00 28 F. 1/26/2006 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: Water added at Site: gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/29/2005 Date Received: 1/4/2006 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 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 65311999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Reportof: COMPRESSIVE STRENGTH -GROUT ASTM C1019 ss CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES Set No.: 6-1030 File No.: Permit No.: 05-2121 Project No.: 31151303 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age Date (Days) Tested Nominal Size Actual Area (Sq.Inch) Load (lbs.) Strength Type of (psi) Fracture 7 1/5/2006 3 X 3 X 6 9.55 19,500 2,040 N/A 28 1/26/2006 3 X 3 X 6 9.00 28 .1/26/2006 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/29/2005 Date Received: 1/4/2006 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 t Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES Set No.: 5-7527- - - - File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq.Inch) . Load (lbs.) Strength (psi) Type of Fracture 7 12/9/2005 6X 12 28.37 75,610 2,670 Cone 28 12/30/2005 6X 12 28.37 102,650 3,620 Cone 28 12/30/2005 6X 12 28.37 100,180 3,530 Cone 28 H 12/30/2005 6X 12 28.27. 28H -12/30/2005 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By JEREMY JOHNSON Location: PERIMETER FOOTING LINE G & 3.3 MIDDLE SECTION Concrete Supplier: ASSOCIATED READY MIX Mix No.:' 25336 Ticket No.: 3590307 Water added at Site: 5.00 gal.' 'By Cement Type: Mix Time: 66 min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/2/2005 Date Received: 12/5/2005 Concrete Temp: 70 °F ASTM C1064 Ambient Temp: 66 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 3580 PSI 28 -day compression test complies 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of- COMPRESSIVE STRENGTH -CONCRETE ASTM C39 N File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 05-2121 78495 CALLE TAMPICO Project No.: 3115D03 LA QUINTA, CA 92253 Project Name: BEST BUY MARKET PLACE.@ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Client: THOMAS ENTERPRISES A -Set No.: 5-7543 - - - — -- - - --- - — - .- Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/12/2005 6X 12 28.37 68,900 2,430' Cone 28 1/2/2006 6X 12 28.37 100,270 3,530 Cone 28 '1/2/2006 6X 12 11 28.37 1 104,160 1 3,670 1 Cone 28 H 1/2/2006 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By MICHAEL G. Location: INT. SPREAD FOOTINGS Concrete Supplier: ASSOCIATED READY MDC Mix No.: 15336 Ticket No.: 3592509 Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: ASTM C172 Date Sampled: 12/5/2005 Date Received: 12/7/2005 Concrete Temp: 71 °F ASTM C1064. Ambient Temp: 79 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, Distribution: THOMAS ENTERPRISES MTGL, Inc. VCC CITY OF LA QUINTA-BLDG & SAFETY + **LAB COPY** M.B. (Ben) Lo Chief Engineer 3600 PSI 28 -day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 046-326 78495 CALLE TAMPICO Project No.: 31151303 LA QUINTA, CA 92253 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q HWY 111 @ ADAMS LA QUINTA, CA Client: THOMAS ENTERPRISES Set No.: • 5-7584`— Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/12/2005 3 X 3 X 6 9.63 16,890 1,750 N/A 28 1/2/2006 3 X 3 X 6 9.42 29,550 3,140 N/A 28 1/2/2006 3 X 3 X 6 10.02 1 28,500 2,850 N/A Specified Strength: 3,000 PSI Sampled By MICHAEL G Location: 5TH LIFT LINE 2 Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46511 Ticket No.: 3592362 Water added at Site: 0.00 . gal. By Cement Type: Mix Time: Remarks: - Distribution: THOMAS ENTERPRISES VCC CITY OF LA OUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/5/2005 Date Received: 12/7/2005 Concrete Temp: 72 OF ASTM C1064 Ambient Temp: 81 OF ASTM C1064 Slump: 10.00 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 3000 PSI 28 -day compression test does not comply with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 rITPL Tel: (909) 653-4999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 *s CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7994 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA . . Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 10 12/29/2005 3 X 3 X 6 9.58 19,830 2,070 N/A 28 1/16/2006 3 X 3 X 6 9.00 .28 1 1/16/2006 3 X 3 X 6 9.00 A Specified Strength: 2,000 PSI Sampled By MICHAEL G. ASTM C172 Date Sampled: 12/19/2005 Date Received: 12/28/2005 Location: G LINE 2ND LIFT Concrete Supplier: ASSOCIATED READY MIX Concrete Temp: 69 °F ASTM C1064 Mix No.: 46002 Ambient Temp: 71 °F ASTM C1064 Ticket No.: 3605446 Water added at Site: 0.00 gal. By Slump: 10.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks: Respectfully Submitted, Distribution: THOMAS ENTERPRISES MTGL, Inc. VCC j CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ell 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7955 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture • 7 12/29/2005 6X 12 28.37 96,070 3,390 Cone 28 1/19/2006 6X 12 28.27 28 1/19/2006 6 X 12 28.27 28 H 1/19/2006 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By JEREMY JOHNSON Location: S.O.G. LINES E & 1.5 Concrete Supplier: ' ASSOCIATED READY MTX Mix No.: 16031 Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution:' THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A 0 ASTM C172 Date Sampled: 12/22/2005 Date Received: 12/23/2005 Concrete Temp: 68 °F ASTM C1064 Ambient Temp: 58 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: Anaheim 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7954 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Nominal Tested Size Actual Area Load (Sq. Inch) (lbs.) Strength (psi) Type of Fracture 7 12/29/2005 6X 12 28.37 93,390 3,290 Cone 28 1/19/2006 6X 12 28.27 28 1/19/2006 6 X 12 1 28.27 28H 1/19/2006 6X 12 1 28.27 Specified Strength: 3,000 PSI Sampled By JEREMY JOHNSON Location: S.O.G. LINES B & 3 Concrete Supplier: ASSOCIATED READ_ Y MIX Mix No.: 16031 Ticket No.: ' Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/22/2005 Date Received: 12/23/2005 Concrete Temp: 70 °F ASTM C1064 Ambient Temp: 53 °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: _ 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7953 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 7 12/29/2005 6X 12 28.37 103,550 3,650 Cone 28 1/19/2006 6X 12 28.27 28 1/19/2006 6X 12 28.27 28H 1/19/2006 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By JEREMY JOHNSON Location: S.O.G. LINES C & 4 Concrete Supplier: ASSOCIATED READY MIX Mix No.: 16031 Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** - A ASTM C172 Date Sampled: 12/22/2005 Date Received: 12/23/2005 Concrete Temp: 70 °F ASTM C1064 Ambient Temp: 50 °F ASTM C1064 Slump: 4.50 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: 14320 Elsworth Street, Suite C 101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 ' Report of: COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7952 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA _ Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 12/29/2005 6X 12 28.37 97,160 3,420 Cone 28 1/19/2006 6X 12 28.27 28 1/19/2006 6X 12 28.27 28 H 1/19/2006 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By JEREMY JOHNSON Location: S.O.G. LINES A& 5.5 Concrete Supplier: ASSOCIATED READY MIX Mix No.: 16031 Ticket No.: Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/22/2005 Date Received: 12/23/2005 Concrete Temp: 65 °F ASTM C1064 Ambient Temp: 50 'F ASTM C1064 Slump: 5.00 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7528 File No.: Permit No.: 05-2121 Project No.: 31151303 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 7 12/8/2005 6X 12 28.37 71,240 2,510 Cone 28 12/29/2005 6X 12 28.37 100,250 3,530 Cone 28 12/29/2005 6X 12 28.37 98,830 3,480 Cone 28 H 12/29/2005 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By MICHAEL G. ASTM C172 Date Sampled: 12/1/2005 Date Received: 12/5/2005 Location: CONT. FOOTING @ (STORE FRONT) Concrete Supplier: ASSOCIATED READY MIX Concrete Temp: °F ASTM C1064 Mix No.: 25336 Ambient Temp: °F ASTM C1064 Ticket No.: 3589964 Water added at Site: 0.00 gal. By Slump: 5.00 in. ASTM C143 Cement Type: Mix Time: min. Tested at: Anaheim Remarks:. Respectfully Submitted, Distribution: THOMAS ENTERPRISES MTGL, Inc. VCC CITY OF LA QUINTA-BLDG & SAFETY , **LAB COPY** M.B. (Ben) Lo Chief Engineer 3500 PSI 2&day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7995 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 12/28/2005 3 X 3 X 6 9.54 17,180 1,800 N/A 28 1/18/2006 3 X 3 X 6 9.00 28 1/18/2006 3 X 3 X 6 9.00 Specified Strength: 2,000, PSI Sampled By MICHAEL G. Location: 3RD LIFT ON SIX LINE Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3607770 Water added at Site: 0.00 gal. By Cement Type: Mix Time: Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/21/2005 Date Received: 12/28/2005 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 10.00 in. ASTM C143 min. 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel:(818)833-8100 Fax:(818)833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 s* CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES ` A Set No.: 5-7583 File No.: Permit No.: 046-326 Project No.: 3115B03 Project Name: BED, BATH & BEYOND MARKET PLACE @ LA Q HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Nominal Tested Size Actual Area (Sq. Inch) Load Strength (lbs.) (psi) Type of Fracture 7 12/7/2005 3 X 3 X 6 9.46 13,630 1,440 N/A 28 12/28/2005 3 X 3 X 6 9.64 22,500 2,330 N/A 56 1/25/2006 3 X 3 X 6 9.00 Specified Strength: 3,000 PSI Sampled By MICHAEL G. Location: 5TH LIFT LINE I Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46511 Ticket No.: 3592382 Water added at Site: 0.00 gal. By Cement Type:" Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 11/30/2005 Date Received: 12/7/2005 Concrete Temp: 70 °F ASTM C1064 Ambient Temp: 80 "F ASTM C1064 Slump: 10.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer 2330 PSI 28 -day compression test does not comply with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: .THOMAS ENTERPRISES Set No.: 5-7805 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 4r79220 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/22/2005 3 X 3 X 6 9.98 15,310 1,530 N/A 28 1/12/2006 3 X 3 X 6 9.00 28 1/12/2006 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By MICHAEL G Location: 2ND LIFT LINE A Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3603007 Water added at Site: 0.00 gal. By Cement Type: Mix Time: Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/15/2005 Date Received: 12/16/2005 Concrete Temp: 68 OF ASTM C1064 Ambient Temp: 80 OF ASTM C1064 Slump: 10.00 in. ASTM C143 min. 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 s* CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 09220 HWY 111 @ ADAMS. LA QUINTA, CA Client: THOMAS ENTERPRISES Set No.. 5-7528' Age (Days) Date Tested Nominal Size Actual Area Load (Sq. Inch) (lbs.) Strength Type of (psi) Fracture 7 12/8/2005 6X 12 28.37 71,240 2,510 Cone 28 12/29/2005 6X 12 28.27 28 12/29/2005 6X 12 28.27 28H 12/29/2005 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By MICHAEL G. Location: CONT. FOOTING @ (STORE FRONT) Concrete Supplier: ASSOCIATED READY MIX Mix No.: 25336 Ticket No.: 3589964 Water added at Site: 0.00 gal. By Cement Type: Mix Time: min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** - ASTM C172 Date Sampled: 12/1/2005 Date Received: 12/5/2005 Concrete Temp: °F ASTM C1064 Ambient Temp: °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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES Set No.: 5-7527 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Nominal Tested Size Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/9/2005 6X 12 28.37 75,610 2,670 Cone 28 12/30/2005 6X 12 28.27 28 12/30/2005 6X 12 28.27 28 H 12/30/2005 6X 12 28.27 28 H 12/30/2005 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By JEREMY JOHNSON Location: PERIMETER FOOTING LINE G & 3.3 MIDDLE SECTION Concrete Supplier: ASSOCIATED READY MIX Mix No.: 25336 Ticket No.: 3590307 Water added at Site: 5.00 gal. By Cement Type: Mix Time: 66 min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/2/2005 Date Received: 12/5/2005 Concrete Temp: 70 °F ASTM 01064 Ambient Tempi 66 °F ASTM C1064 Slump: 4.00 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 653-4999 Fax: (909) 6534666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -CONCRETE ASTM C39 t * * File No.: CITY OF LA QUINTA-BLDG & SAFETY Permit No.: 05-2121 f 78495 CALLE TAMPICO Project No.: 3115D03 LA QUINTA, CA 92253 Project Name: BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Client: THOMAS ENTERPRISES Set No.: 5-7543 Age (Days) Date Tested Nominal . Size t Actual Area (Sq. Inch) Load (lbs.) Strength (psi) Type of Fracture 7 12/12/2005 6X 12 28.37 68,900 2,430 Cone 28 1/2/2006 6X 12 28.27 28 1/2/2006 6X 12 28.27 28H 1/2/2006 6X 12 28.27 Specified Strength: 3,000 PSI Sampled By MICHAEL G. Location: INT. SPREAD FOOTINGS Concrete Supplier: ASSOCIATED READY MIX Mix No.: 15336 Ticket No.: 3592509 Water added at Site: 0:00 gal. By Cement Type: Mix Time: Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY' **LAB COPY** . It ASTM C172 Date Sampled: 12/5/2005 Date Received: 12/7/2005 Concrete Temp: 71 °F ASTM C1064 Ambient Temp: 79 °F ASTM C1064 Slump: 5.00 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. M.B.(Ben) Lo Chief Engineer s Corporate: Of 2992 E. La Palma AVE., Ste. A Anaheim; CA 92806 3 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 r Inland EQ1` »� 1:`• 14320 EISWoi=fh Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT M TYPE OF WORK ❑ INSPECTOR /E)TECHNICIAN AVAILABLE: SOIL REPORT (YIJSPECS ,(Vj1(N) �� APPROVED PLAN�1f)'(N) APPROVED SHOP DRAWING (Y N) ARCHITECT FOR WEEK ENDING 7, y--0 _15;� PROJECT. NO. 3115 MDv.3 ENGINEER REPORT NO. PG ( , OF / CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT / REPORTING REQUIREMENTS: ICBO FIELD 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. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: l ( r f AREA, GRID LINES, PIECES OBSERVED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETFNGS. � iii_ _ , i r.Jlt..�_ �'A �� f ��- �� (, 111r`1 y� •' 4 � , �� 'f"t t,,.� � I , rr '(rG� !'?i(� (1.�f. .i/l I t^'� i �'.I 'i -511.PyV11 .SS, (Izz 11 6A VkL REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPI ETIONe WEATHER: C-�(F C� �(t t1 TEMPERATURE:f SAMPLES TAKEN: 41 r ,1� a S T TESTS REQUIRED: f i.l SITE TIME START: o � SITE TIME FINISH: _ c_ ,:. 'I- /'N ,,/¢ LUNCH PERIOD: TRAVEL TIME: VERIFIED BY:.� 100 CERTIFY THAT I HAVE PERSONALLY AND / OR THE APPROVED PLANS, SPECI Print Name :RVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, IONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Date of Report ICBO Certification Number City / County Certification Number Rev: 7/97 .. � •�. •�•- -.r-t Y ... \.f 4� .tom r •� � � � .�... ..1.• ,' CorporateSan Diego/imperial County: 2992 E. La Palma Ave, I te..A 7313 Carroll Road, Suite G Anaheim, CA 92806 San Diego, CA 92121: Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 T Inland Emps 14320 Elswoth'Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK OINSPECTOR 0 TECHNICIAN AVAILABLE: SOIL AEPORT(Y)(N) SPECS (N) APPROVED PLANSqMN) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG \ OF CONTRACTOR PLAN FILE NO. PERMIT N0. SUB -CONTRACTOR .ewe.,\ (2- co'z cd q_�.C_ PROJECT NAME �e S'r. Naz r INSPECTION ADDRESS ADDRESS OF PROJECT : ��-'.Q-C) Nk REPORTING REQUIREMENTS: ICBO FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RES RCH REPORT NO. OR MATERIAL TEST REPORTS): I CONTRACTORS EQUIPMENT / MANPOWER USED: AREA, GRID LINES, PIECES OBSERVED: a STRUCTURAL NOTES, DETAIL, OR RFIS USED: "'ZNv.`. CL \.e— "E� a G,, @ REMARKS, INCIUGING MEETING S:r ` 1 ` REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROACT COMPI ETION• WEATHER:� TEMPERATURE: SAMPLES TAKEN: r "�— TESTS REQUIRED: SITE TIME START: LUNCH PERIOD: SITE TIME FINISH: :�-'Ino TRAVEL TIME: VERIFIED 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 I OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT - Signature Date of Report ICBO Certification Number Print Name City / County Certification Number i a, Rev: 7/97 .tP' q J ?.•.l�a-^-..� .,-.,. ," � ._.c.�a{„r,,,;::;may..:,;,:,:--,wx-:,-..r,,�-•+' _.,S,.h,_.- ��..�..r.,._ r ._. ` � ,..- .. „� _ ,.,.._ _. i Corporate •;� San Diego/ImperiahCounty: Inland Emp1 :rye 2992 E. La Palma Ave,;Ste'A 7313 Carroll Road, Suite G 14320 Elsw0rth Street, Ste. C101 Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK 9INSPECTOR ❑ TECHNICIAN e. N, r� C �� AVAILABLE: SOIL REPORT (Y)(N) SPECS (GIN) APPROVED PLANS L?tN) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. 'ENGINEER REPORT N0. PG OF CONTRACTOR V PLAN FILE NO. PERMIT NO. ��--z- SUB-CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT 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 REPORTS): SOO \OA-, e�R C xctJo K- e M :,1* loo ' -tib r 7t c qt: CONTRACTORS EQUIPMENT/ MANPOWER USED: _bA `�S AREA. GRID LINES, PIECES,PBED: ' 5.c�.� ,R �! SOO �+as A� , A r STRUCTURAL NOTES. DETAIL. OR RAS USED: REMARKS. IMCLUGIMG MEETIM el, Sz— N" .7j c, -V \.C_ % c l,t,�3•C. - • REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPI ETIM WEATHER: C`eA2 SAMPLES TAKEN: '4 s, TEMPERATURE: Coo\IA c�_TESTS REQUIRED: SITE TIME START: 2-oy SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT L Signature Date of Report ICBO Certification Number //!_/'/tib/�-✓s/��i�'I/'6/G Print Name City / County Certification Number Rev: 7/97 Corporate: 3 • ': San Diego/Imperial County: Inland Emp 2992 E. La Palma ,Ave_:, -Ste. A 7313 Carroll Road, Suite G 14320 Elsworth Street, Ste. C101 Arux Anaheim, CA 92806' San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK 9INSPECTOR O TECHNICIAN k,� I AVAILABLE: SOIL REPORT (Y) (N) SPECSI N) APPROVED PLANOJ (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING Is PROJECT NO. ENGINEER� � REPORT N0. PG + OF CONTRACTOR, Y � � PLAN FILE NO. PERMIT N0. Q�• Z �Z SUB -CONTRACTOR C e �.-�.. PROJECT NAME INSPECTION ADDRESS - O �� LA ei►.�;,a.� �P. ADDRESS OF PROJECT v (A - ")_Za \w \ \ \ % . 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 ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): c1 O CONTRACTORS EQUIPMENT I MANPOWER USED: Mv,c � a►.c� 'C''\. xe Z?. t Cro c�c\.� 0 Ts•o * �r�wa� �G� � �•ac��c � , AREA, GRID LINES, PIECES OBSERVED� C3 %--I 4 I STRUCTURAL NOTES, DETAIL. OR RFIS USED: REMARKS. INIXUGIMGMEETINGS: {\� l ' \ P i`rAa •Q_�'\ d'�� -�^•�. mac � �SC>.�^•- C �"S� "^•<c.4 REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT fOMPI FTION• WEATHER: �� d SAMPLES TAKEN: Ir's TEMPERATURE: N'f'I �c x TESTS REQUIRED: $- �, 0 t� SITE TIME START: i 0 0'AIk_,� SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: i/ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT /�� /�ri�/_/��+-- c' \Z / ZO ! oS So8000pS•8�{ Signature; Date of Report ICBO Certification Number Print Name City / County CertHication Number Rev: 7/97 �5 Corporate 2992 E. La Palma Ave`Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 �Cf Inland 14320 EISW Street, Ste. C101 Moreno Valley, CA 92553 Te I: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK ,91NSPECTOR ❑ TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS 40 (N) APPROVED PLANSaD(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT , FOR WEEK ENDING PROJECT NO. OOH ENGINEER REPORT NO. PG ` OF ` CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR C z %Sati�u PROJECT NAME �cs-^c �\►. INSPECTION ADDRESS -'Z Iry \ \ ". ADDRESS OF PROJECT '4, -ZZO SAI -4\# t� l L A Civ\tt�o. 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 REPORTS): 2 �1 Com. M v,. ; �. �`t �\ C - 9kCs /=3S? CONTRACTORS EQUIPMENT/ MANPOWER USED: h� AREA, GRID LINES, PIECES OBS R' : q l-•.C'C�V.�2r=��ii`�A� `C�irCC��t�TA�-�_�r Z�� i(�e't(Wtl�V �� N �\ACS 9 STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: o�.,r �eC\mac F c1N ��. �e �"r. +• mor' Sz- etZca et_ Sec a Q t.j..,;RrC . REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMP) ETIONO//��'''^� WEATHER: C`�}�� TEMPERATURE: C SAMPLES TAKEN: TESTS REQUIRED: v SITE TIME START: _�\ �-- SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature { Date' of Report ICBO Certification Number Print Name f City / County Certification Number r Rev: 7/97 t% Corporate: San Diego/Imperial County: .�2992 E. La Palma Ave., Ste. A 7313 Carroll Road, Suite G —Anaheim, CA 92806 San Diego, CA 92121 '- - Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 Inland Empilp '' 14320 Elsworth"Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK • INSPECTOR OTECHNICIAN / AVAILABLE: SOIL REPORT (Y) (N) SPECS<M(N) APPROVED PLAN eY (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT N0. ENGINEER i ^ � � � � REPORT N0. PG \ OF ` CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR L �i�Soty PROJECT NAME d�S C� INSPECTION ADDRESS ADDRESS OF PROJECT Z.Zo • _,� a. REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAIJMTGL SOIL MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT / MANPOWER US(ED� `:J cl��J c --r A,c� $L. «� �ilC'a� a T ` F AREA, GRID LINES, PIECES OBSERVED: i STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEEIINOS. �\ \ t t- �rt�c / REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION* WEATHER: �`� TEMPERATURE: SAMPLES TAKEN: TESTS REQUIRED: SITE TIME START: t Q, 0 fz SITE TIME FINISH: 7�,�C�c�... LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I UU GLH I II -Y IHAT 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 Date of Report ICBO Certification Number Print Name— . City / County Certification Number Rev: 7/97 } w rwI? A_0� Corporate 4r 2992 E. La Palma'Ave Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 FIELD REPORT TYPE OF WORK XINSPECTOR p TECHNICIAN AVAILABLE: SOIL REPORT (Y)(N) SPECS M(N) APPROVED PLANS &N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT t FOR WEEK ENDING Q0 San Diego/Imperial County: Inland Erripllrt 7313 Carroll Road, Suite G 14320 Elswohrtl "Street, Ste. C101 San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK XINSPECTOR p TECHNICIAN AVAILABLE: SOIL REPORT (Y)(N) SPECS M(N) APPROVED PLANS &N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT t FOR WEEK ENDING Q0 PROJECT. No. s•��- ENGINEER � � � -� '-� ENGINEER .y REPORT N0. PG � OF CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR A PROJECT NAME -} INSPECTION ADDRESS � c�--LZ.co !� \\\ \ �. ©...;"U- V" ADDRESS OF PROJECT `1(�)%—Z.Z.O \\ L 4�. 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 REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: �coo.3�. �'�`.``E`..@.SZ 1 �cc�C<ti\.�ro�w O �r•r�c 2�`"�a../.1� �� "'�c.s.., �-¢.� S ��w� I l L_.e� T'i �i `:�ShJ�S e'��o.�► a �C a w ¢.5t.. "�'. �7 b\ �'.�. `; ) V i Qs< to �..Ci L� AREA, GRID LINES, PIECES OBSERVED: '^^ en STRUCTURAL NOTES, DETAIL. OR RAS USED: t y REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT T COMPI ETION• WEATHER: (y��S? i, `" a��a t SAMPLES TAKEN: TEMPERATURE: TESTS REQUIRED: SITE TIME START: �C3u �v-- LUNCH PERIOD: SITE TIME FINISH: �4nO1�1 TRAVEL TIME: �f 04, r VERIFIED BY: %lr."'~w �. I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature. Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97,;' `'' Corporate 2992 E. La Palma Ave:; Ste: A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 44, a. InlVWand Emp�r 14320 Els%Orth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK XINSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) APPROVED PLANSeY.)-(N) SPECS�-(1')`(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING \ \ PROJECT. No. .\� C " 1;;:�+0__kl ENGINEER r � � � "� Cf ' REPORT N0. PG � OF CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT 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 REPORTS): 4P- CONTRACTORS EOUIPMENNTT L/ MANPOWER USED: `y ^� `' `• /\/'\�\j ^{ t / {�� 1, ` ` • ` mow,,, \�� 1 � dia•. C�`�aC + WA.w1 C'1 VM'°h..w�Tn rd �.. "'�C C\o.��. AREA. GRID LINES, PIECES/OBSERVED: I ` ../ ^a. t � '. ' � � � tV C7\ A, c. C G � �., C 2 c_.... ate,. ► �' v., c�°. STRUCTURAL NOTES, DETAIL. OR FIRS USED: REMARKS. INCLUDING MEErING(S. � \Cv� �SA.�1- `c-c�i+w�+s C_,+.. �. C a•+.+�� '�.�..t�l�J ��,G.GS v: 'c. S'•...._ L...`�` - - . C '� h�e.1^C.l�vCPC.f REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETION* WEATHER: e� �a r �� awl= TEMPERATURE: SAMPLES TAKEN: TESTS REQUIRED: 11. C'` C n1. ... SITE TIME START: SITE TIME FINISH: �+ LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 Corporate: 3 San Diego/Imperial County: Inland Empi r 2992 E. La Palm -A $te. A 7313 Carroll Road, Suite G 14320.EIsworth'Street, Ste. C101 Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553 f 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 WORN INSPECTOR ❑ TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS %D(N) APPROVED PLANSQ�''f,(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT S FOR WEEK ENDING \Z - \ Co - o S PROJECT. NO. I ENGINEER � REPORT N0. PG \ OF \ CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS '1 C1- ZZn 1�w \ l a. m•;..��.p. ADDRESS OF PROJECT `1g - Z2cO �wv �\ Lta\ CS4 . ' 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 WORKDAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): lnzi C\ a M.-1., r P.`�—C M Ct - ©� ,TT� e 5 Moclw+ CONTRACTORS EQUIPMENT / MANPOWER USED: - M'V_ V sZ f AREA, GRID LINES, PIECES OBSERVED: Cl�AtS� �Os p!J '\ ti e— STRUCTURAL NOTES, DETAIL, OR FINS USED: REMARKS, INCLUDING MEEITMDS: ZO v n e Ate, �� (Inset It w�', kms" Z oo a:5 1, REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION" WEATHER: e �� TEMPERATURE: SAMPLES TAKEN: TESTS REQUIRED: SITE TIME START:._ t R`^^� SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY:/ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Is Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 Corporate: ' San Diego/Imperial County: Inland Em 2992 E. La Palma`Ave.;'Ste. A 7313 Carroll Road, Suite G 14320 Elswiiith"Street, Ste. C101 Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK 9INSPECTOR ❑ TECHNICIAN S. ^(� r �� AL1p��` AVAILABLE: SOIL REPORT (Y)(N) SPECS 0j(N). APPROVED PLANS&N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING 0 5 PROJECT. NO. -Oo ENGINEER � � � � REPORT N0. PG \ OF CONTRACTOR PLAN FILE N0. PERMIT NO. o 5 _ SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): o CONTRACTORS EQUIPMENT )'MANPOWER USED: C\- -9- Cn M� ram �caiyc� Qd.�..��Si -'ems\c AREA, GRID LINES, PIECES OBSERVED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: ` REMARKS. INCLUDING MEETINGS: ofi�r�CZ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPI ETIOW WEATHER: �\�' qSZ TEMPERATURE: SAMPLES TAKEN: ' TESTS REQUIRED: SITE TIME START:. SITE TIME FINISH:3O�0 LUNCH PERIOD: TRAVEL TIME: VERIFIED BY:r' I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 Nay Corporate: J 2992 E. La Palma lk,'S . A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emp= -� 14320 EISVvorth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK INSPECTOR ❑ TECHNICIAN AVAILABLE: SOIL REPORT (Y)(N) SPECS O(N) APPROVED PLANSqb(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEKENDING PROJECT. NO. ENGINEER REPORT NO. PG \ OF CONTRACTOR PLAN FILE NO. PERMIT N0. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS "C, ADDRESS OF PROJECT L a c ; vA At REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALJMTGL SOIL MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE.IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: /� lea• AREA. GRID LINES, PIECES OBSERVED: "- Ci Oma ��S c� \•c... e. �� c9-a�1 � �..... •t. JcCiI Z-�-- C��-'�c �e\��.�\,. STRUCTURAL NOTES, DETAIL, OR RFIS USED: -� r REMARKS, IMaUOING MEETINGS: a,r 2.� c� C,r�� t�\•�. �.�c� Ov�1 r C �� .� L REWORK AS PERCENT OF ALL WORK TODAY. PERCENT PROJECT COMPLETION* WEATHER: t�Ne-A2 TEMPERATURE: N"r-4 SAMPLES TAKEN: TESTS REQUIRED: G"C SITE TIME START: !)CXh A; --••- SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I uU tjtn I II -T I MAI I MAVt rtKbUNAI_LY UBSEHVEU 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,:, Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 iqa? _" "15 ° 2 i., •,.. f� ��•`:t?:�p''�6c.j'�^.,i�•.ir�r'r�'t. � `e;Rr � �". `c .x VqCorporate: F San Diego/Imperial County: Inland Emp� 2992 E. La Palma Ar, '.ve.`"Ste. A 7313 Carroll Road, Suite G 14320 ElSwortt Street, Ste. C101 Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553 Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK 6 INSPECTOR O TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS ) N) APPROVED PLANSION) APPROVED SHOP DRAWING (Y) (N) ARCHITECT ` a Coti `N•� FOR WEEK ENDING (1 77r��5 `�—� �O " 0 ENGINEER _. REPORT NO. PG \ OF CONTRACTOR PLAN FILE NO. PERMIT N0. SUBCONTRACTOR IZ_ t 2N C\' .\ C` ti c � PROJECT NAME S?;;I.a 3 INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA, GRID LINES. PIECES OBSERVED: C) STRUCTURAL NOTES, DETAIL. OR RFIS USED: oA REMARKS, IMCLUDINDMEE17NOS: L° S -Z -'z- REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION* WEATHER: ��Z TEMPERATURE: SAMPLES TAKEN: \ TESTSREOUIRED: SITE TIME START: SITE TIME FINISH: ��? CINC> �-—� LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature �✓ / Date of Report ICBO Certification Number Print Name City / County Certification Number 7N7FV Rev: 7/97 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: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of: COMPRESSIVE STRENGTH -GROUT ASTM C 1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA QUINTA, CA 92253 Client: THOMAS ENTERPRISES A Set No.: 5-7803 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name:, BEST BUY MARKET PLACE @ LA QUINTA 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Tested Nominal Size Actual Area (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture 7 12/19/2005 3 X 3 X 6 9.46 16,440 1,740 N/A 28 1/9/2006 3 X 3 X 6 9.00 28 1/9/2006 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By MICHAEL G. Location: 1 ST LIFT LINE A Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3598983 Water added at Site: 0.00 gal. By Cement Type: - Mix Time: 50 min. Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** ASTM C172 Date Sampled: 12/12/2005 Date Received: 12/16/2005 Concrete Temp: 69 °F ASTM C1064 Ambient Temp: 73 °F ASTM 01064 Slump: 9.00 in. ASTM C143 Tested at: Anaheim Respectfully Submitted, MTGL, Inc. 1 M.B. (Ben) Lo Chief Engineer MTG Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537:3999 Fax: 858.537.3990 Inland Empil.: 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORKINSPECTOR ❑ TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS ®(N) APPROVED PLANSC)(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT o a] 4 ENGINEER G FOR WEEKENDING PROJECT. NO. REPORT NO. PG ` OF CONTRACTOR SUB -CONTRACTOR �CuZ �.SoCJ2 PLAN FILE NO. PERMIT NO. PROJECT NAME la�'ZSN.: INSPECTION ADDRESS \-\ '�Z© ��i �� `i ^�d� ADDRESS OF PROJECT � ' � � w �� r1 vt��rJ •moi REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAUMTGL SOIL MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORKDAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): ts CONTRACTORS EQUIPMENT I MANPOWER USED: AREA, GRID LINES, PIECES OBSERV7ET. �2, STRUCTURAL NOTES, DETAIL. OR RFIS USED: REMARKS. INCLUDING NEETINGS. �Z�\ REWORK AS PERCENT OF ALL WORK TODAY PER ENT PRO IFC T rO epl ETI WEATHER: � TEMPERATURE: SAMPLES TAKEN: --@- TESTS REQUIRED: SITE TIME START: `C� `��-- SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: l 1 UU UcK I irT i HAI 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 1 Z / A / c) IT Rye Signature Date of Report ICSO G ification Number�- Print Name City / County Certification Number Rev: 7/97 - MTGL '11 Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 i^• i Inland Emphv; 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK ZINSPECTOR ❑ TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS QM(N) APPROVED PLANS® (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG OF \ CONTRACTOR PLAN FILE NO. - PERMIT NO. O Is SUB -CONTRACTOR \A PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTGL SOIL MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE 1S NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR. MATERIAL TEST REPORTS): ex3a CONTRACTORS EOUIPM/\T/MANPOWERUSED: �1 �� c'.lv w.cz�L I �]_ �( r AREA, GRID LINES, PIECES OBSERVED: iI c1�>`P� w.'.� 2 s� („ �Coa @S. �-.•� .� o� cz`�-a.�� STRUCTURAL NOTES, DETAIL. OR RFIS USED: REMARKS. INCIUDwa MEE77NGS: \ r� \\ T REWORK AS PERCENT OF ALL WORK TODAY- PERCENT PROJECT COMPI FTIO I• WEATHER: SAMPLES TAKEN: C) Se'T cw-we- ® 7 TEMPERATURE: �\✓-- TESTS REQUIRED: Cox 1 Z C�evvc�e?�. SITE TIME START: iZ@ 0' 'Pt— LUNCH Pt— LUNCH PERIOD: SITE TIME FINISH: t E` C_ -z"-_ `.,--"-- TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT c Signature Date of Report ICBG Certification Number Print Name City / County Certification Number Rev: 7/97 s ,; d �MTG.L Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empt- 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK `` INSPECTOR 0 TECHNICIAN AVAILABLE: SOIL REPORT (Y)(N) SPECS4fM(N) APPROVED PLANS45(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT RR __ FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG \ OF CONTRACTOR �✓ �- C`- PLAN FILE NO. PERMIT NO. o S -Z\Z SUBCONTRACTOR PROJECT NAME INSPECTION ADDRESS fig - :Lo �� \\ A ,.�� ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ ANPOWER USED: a AREA. GRIDES, PIECES OBSERVED: - 9:C � �� Co a'"-•--�>� 'SL�.�:�1�a\-tom T ��r---'�-�.�U.,��>;� �c� � 5.5� �% �.0 :v--�_� esS1 �"•`S c� �� Z 1 Z . Z STRUCTURAL NOTES, DETAIL, OR RFIS USED: 3e\f \Q, O"_� 3F\ 1 Z C' Z.-3 '� oti REMARKS. INCLUDING MEETINGS: V3 �sa.Ca� c �\o- C ewe_ L,�.E \ G z-� 3b�/F-S\ o��c CC) (U) REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPI FTIOM WEATHER: C\gam SAMPLES TAKEN: I \\ ICI -1. TEMPERATURE: lf_S TESTS REQUIRED:�J SITE TIME START: 234n-C>a SITE TIME FINISH: LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: 100 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT 'F'OEMM Z19 Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14320 Elsworth Street, Suite C101, Moreno Valley, CA 92553 Tel: (909) 6534999 Fax: (909) 653-4666 Branch: 13010 San Fernando Road, Unit 1, Sylmar, CA 91342 Tel: (818) 833-8100 Fax: (818) 833-0085 Report of. COMPRESSIVE STRENGTH -GROUT ASTM C1019 CITY OF LA QUINTA-BLDG & SAFETY 78495 CALLE TAMPICO LA,QUINTA, CA 92253. Client: THOMAS ENTERPRISES A Set No.: 5-7804 File No.: Permit No.: 05-2121 Project No.: 3115D03 Project Name: BEST BUY MARKET PLACE @ LA QUINTA; 79220 HWY 111 @ ADAMS LA QUINTA, CA Age (Days) Date Nominal Tested Size Actual Area (Sq. Inch) Load (lbs.) Strength Type of (psi) Fracture '7 12/21/2005 3 X 3 X 6 9.86 15,680 1,590 N/A 28 1/11/2006 3 X 3 X 6 9.00 28 1/11/2006 3 X 3 X 6 9.00 Specified Strength: 2,000 PSI Sampled By MICHAEL G Location: 1 ST LIFT LINE G Concrete Supplier: ASSOCIATED READY MIX Mix No.: 46002 Ticket No.: 3601434 Water added at Site: 0.00 gal. By Cement Type: Mix Time: Remarks: Distribution: THOMAS ENTERPRISES VCC CITY OF LA QUINTA-BLDG & SAFETY **LAB COPY** A ASTM C172 Date Sampled: 12/14/2005 Date Received: 12/16/2005 Concrete Temp: °F ASTM C1064 Ambient Temp: °F ASTM C1064 Slump: 9.00 in. ASTM C143 min. Tested at: Anaheim Respectfully Submitted, MTGL, Inc. l M.B. (Ben) Lo Chief Engineer MTG Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland EmpL,,, 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK ZINSPECTOR O TECHNICIAN AVAILABLE: SOIL REFORM (N) APPROVED PLANS (N) SPECS IM(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG OF CONTRACTOR C PLAN FILE N0. PERMIT NO. © -Z� SUBCONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBG FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): 3 x CONTRACTORS EQUIPMENT / MANPOWER USED' AREA, GRID*LINES. PIECES OBSERVED: b�g�c.�� 3��•..��`.� �. o� Rom �.�Si �� ptv �—. STRUCTURAL NOTES, DETAIL. OR RFIS USED ` I REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: °"� TEMPERATURE: �; or SAMPLES TAKEN: 4�0' TESTS REQUIRED: SITE TIME START: �� SITE TIME FINISH: \ Q 0© 2b " LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT �c Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empt,_. 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK )6 INSPECTOR O TECHNICIAN %- C\ AVAILABLE: SOIL REPORT (N) SPECS ® (N) APPROVED PLANS(4 (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING • \ L., —O PROJECT. N0. • OC ENGINEER ` S Ste- REPORT NO. PG OF 1 CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAUMTGL SOIL MANUAL- REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORKDAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): -'s �C�� CONTRACTOR DUIPMENT/ MANPOWER USO: �de� • -z �2er AREA, GRID LINES, PIECES OBSERVED: US L STRUCTURAL NOTES. DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: V6-�—� REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: C� TEMPERATURE: SAMPLES TAKEN: -9- TESTSREOUIRED: _8 SITE TIME START: TIME FINISH: SEG C? LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: 100 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 MTG L Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emp,._, 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK ZINSPECTOR O TECHNICIAN AVAILABLE: SOIL REPORT (N) APPROVED PLANS (5(N) SPECS ChN) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG OF CONTRACTOR ♦ /r PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBG FIELD 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. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS PMENT/MANPOWER USED: MoS 14-wzz M�x�� -��,��, Co moo:-��-�.>�.� AREA, GRID LINES, PIECES OBSERVED: Qsn!� STRUCTURAL NOTES. DETAIL. OR RFIS USED:—C REMARKS, INCLUDING MEETINGS. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: �t` TEMPERATURE: Nll q SAMPLES TAKEN: -a- TESTS REQUIRED: SITE TIME START: R.6 L4,Xg% LUNCH PERIOD: SITE TIME FINISH: �te +`- TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT A \Z / 9D SG ccs -amu Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 MTG Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empl,-. 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK XINSPECTOR O TECHNICIAN AVAILABLE: SOIL REPORTS (N) SPECS C�)(N) APPROVED PLANSO (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING -% - vt,- C PROJECT. NO. -Is\ \—j - Oc3 ENGINEER - REPORT NO. PG N, OF CONTRACTOR PLAN FILE NO. PERMIT NO. e SUB -CONTRACTOR L -s V► v PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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 RFI S, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOSE,D: AREA, GRID LINES, PIECES OBSERVED: IF STRUCTURAL NOTES, DETAIL, OR FIRS UST97_ REMARKS, INCLUOIMG MFE7INGS., REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: L\Ve�y2 TEMPERATURE:- SAMPLES TAKEN: ® •�Z Ss TESTS REQUIRED: SITE TIME START: LUNCH PERIOD: SITE TIME FINISH: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7197 iTG�_ s t+� .'rry5G: t. i Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empl, 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK A INSPECTOR O TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) APPROVED PLANS4&N) SPECS 0 (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. 1 e VL= ENGINEER REPORT NO. PG ` OF \ CONTRACTOR PLAN FILE NO. PERMIT NO. SUB-CONTRACTQR PROJECT NAME INSPECTION ADDRESS ADDRESS OO.F PROJECT / 1-\( - REPORTING REQUIREMENTS: ICBO FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EOUI ENT / MANPOWER USED: \. � va _��: �'R � - Amt �'�e� �,• fi ��.�..� AREA, GRID LINES. PIECES OBS C --�E: C�'��.—�.c \ iC �`_'�'t... � �`��,C`��•tc�� e �.�� 'C _ 'rf1� `y��3 ,;d Ste.! �.=� �L°�. STRUCTURAL NOTES. DETAIL, OR FINS USED: REMARKS. INCLUDING MEETINGS. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION• SAMPLES TAKEN:WEATHER:��h` TEMPERATURE: TESTS REQUIRED: SITE TIME START: -+`— SITE TIME FINISH: tom\ LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I UO 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 Date of Report ICBO Certification Number Print Name City / County Certification Number 11G Rev: 7/97 Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emp),.. 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK eINSPECTOR O TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS<Y APPROVED PLANO (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG ` OF \ CONTRACTOR PLAN FILE NO. PERMIT N0. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBG 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 ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Q ©1 ?;1 CONTRACTORS EOUIPMENi / MANPOWER USED: AREA, GRID LINES, PIECES OBSERVED �\ \1 lAS`��.�� \�.�. •.tib" t � 'Lr STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY! PERCENT PROJECT COMPI ETION• WEATHER: (INt„>,�J_ SAMPLES TAKEN: TEMPERATURE: TESTS REQUIRED: _ SITE TIME START: h-�0� SITE TIME FINISH: Q� LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: 100 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT -z_ c; ! c) So`a®-jC'c3-64 Signature Date of Report ICBO Certification Number /f��it?f/ (AGI/I�1GJljt7 � Print Name City / County Certification Number Rev: 7/97 1 n 1. �MTG L Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empiho: 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 TYPE OF WORK 9INSPECTOR O TECHNICIAN AVAILABLE: SOIL REPORT (Y)(N) SPECS &(N) APPROVED PLANS 4MN) APPROVED SHOP DRAWING (Y) (N) ARCHITECT \\ -- FOR WEEK ENDINGPROJECT J NO. c ENGINEER REPORT NO. PG \ OF a CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR ---�—e PROJECT NAME INSPECTION INSPECTION ADDRESS ADDRESS OF PROJECT \,\ REPORTING REQUIREMENTS: ICBO FIELD 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, 1S CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA, GRID LINES, PIECES OBSERVED: >f 1 •• `i �:. c � i I �`e C - �� . , � \� 't7 t C) fi o ma. STRUCTURAL NOTES, DETAIL, OR RAS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPI ETI(1 I• WEATHER: (!L'P—�Ck, TEMPERATURE: SAMPLES TAKEN: ' _=— TESTS REQUIRED: SITE TIME START: LUNCH PERIOD: SITE TIME FINISH: _jo o !;� �-\ TRAVEL TIME: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT r Signature Date of Report ICBO Certification Number- Print umber Print Name City / County Certification Number V K Rev: 7/97 Corporate: - San Diego/Imperial County: Inland Emphr: 2992 E. La Palma Ave., Ste. A 7313 Carroll Road, Suite G 14320 Elsworth Street, Ste. C101 Anaheim, CA 92806 San Diego, CA 92121 Moreno Valley, CA 92553 rm 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 INSPECTOR O TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS (N) -0. J APPROVED PLANtYYZ.(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. N0. f- N. — '� b.!� '� _\ — ENGINEER REPORT NO. PG OF CONTRACTOR PLAN FILENO. PERMIT NO. C c SUBCONTRACTOR 4 PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT 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 CONT CTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/MANPOWER AREA, GRID LINES, PIECES OBSERVED: ��pp STRUCTURAL NOTES. DETAIL, OR RAS USED: REMARKS. INCLUDING MEETINGS. WEATHER: SAMPLES TAKEN: — TEMPERATURE: TESTS REQUIRED: SITE TIME START: �� '= L• a = _ _ SITE TIME FINISH:`—>'"� LUNCH PERIOD: TRAVEL TIME: 1 VERIFIED BY: 100 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 Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 t ' Inland Empire: 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 TYPE OF WORK INSPECTOR ❑ TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS (N) APPROVED PLANS f> APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEEROv REPORT NO. PG OF CONTRACTOR PLAN FILE NO. PERMIT NO. SUBCONTRACTOR^� PROJECTCNAAME INSPECTION ADDRESSADDRESS Cl OF PROJECT 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EOUIPMENT MANPOWER USED: e AREA, GRID LINES, PIECES OB$•[s$yED: L3 - STRUCTURAL STRUCTURAL NOTES, DETAIL. OR RFIS USED REMARKS. INCLUDING NEETIN% �\�.� U:C�<C, I• REWORK AS PERCENT OF ALL WORK TODAY* PERCENT PROJECT COMPLETION: WEATHER: 0ke_J'1 Z_ SAMPLES TAKEN: TEMPERATURE: � � e__C'N_ ; TESTS REQUIRED: SITE TIME START: Z� �= �� SITE TIME FINISH: �� 't, LUNCH PERIOD: TRAVEL TIME: VERIFIED BY I UU L tH I IrY I HAI i KAVt f tRSUNALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONSANDAPPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 N MTG L Corporate: • 2992 E. La Palma Ave, Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 rl Inland Em 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK dji INSPECTOR O TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS M(N) APPROVED PLANS(5 (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING __JPROJECT. \ -z.-Ck-os NO. S -Oo ENGINEER �• REPORT NO. PG OF CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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 COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): M:xt 7 5 33 '4,000V . CONTRACTORS EOUIPME��NT/ MANPOWER USED: AREA, GRID LINES, PIECES OBSERVED: D%SeN'-AA- o\aLa_. �e�w� do :!;a.eaoad%A- AlJn—T'�►4. MA°� 2 5�33�in �iQ�O QST\ �l cti�► or! c�\�A�2 STRUCTURAL NOTES, DETAIL. OR RFIS USED: REMARKS, INCLUDING NEEflNGS. Q'G..C�ca r w-� iii. aa� e � �.�. w-►.�.n1c � A..� ��C.k �?c'�. c� it IS wa,04'- REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION* WEATHER:\C A.rl— SAMPLES TAKEN: S'C' OF © e�J✓rj, Cid$%+ TEMPERATURE: wN TESTS REQUIRED: • �� SITE TIME START: SITE TIME FINISH: (n) LUNCH PERIOD: TRAVEL TIME: VERIFIED BY: I VU UtH I IVY I HAI 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 v Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 x MTG L Corporate: ` 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empl,-„ 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK INSPECTOR OTECHNICIAN f C C11v AVAILABLE: SOIL REPORT (Y) (N) SPECS ®(N) APPROVED PLANS ®(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECTFOR WEEKENDING PROJECT. NO. ENGINEER REPORT NO. PG , OF ` CONTRACTOR PLAN FILE NO. PERMIT NO. 0 S - Z\Z SUB -CONTRACTOR Ct r Lr,Z So�J i\ PROJECT NAME C3 ZSR' INSPECTION ADDRESS ON \ -ZZ� \\ �� Q`\\ t� ADDRESS OF PROJECT —1 �ZZ� `r V'j REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALIMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS 1F THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): 'C kQs�� CONTRACTORS EQUIPMENT/ MANPOWER USED: _ 0\ \CsIT'tPtS�^&JS AREA, GRID LINES, PIECES OBSERVED: \. c,., -Z's STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS., Co Z -f 03wa .\c 1 Q\ REWORK AS PERCENT OF ALL WORK TODAY, PERCENT PROJECT COMP) ETION4 WEATHER: t\-A.X',SL TEMPERATURE: SAMPLES TAKEN: TESTS REQUIRED: SITE TIME START: Re-,c� LUNCH PERIOD: SITE TIME FINISH:_ TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT r Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 R MTG . Corporate: C_ 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emp't.-." 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK 9INSPECTOR O TECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS (D(N) APPROVED PLANS®(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECTn Ck_6�K� FOR WEEK ENDING \Z' \ - Q) ^PROJECT. NO. ENGINEER � � � REPORT N0. PG \ OF \ CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR c PROJECT NAME INSPECTION ADDRESS V) Z20 t-\,.,� \\\ C�..,;� a.� o. ADDRESS OF PROJECT -ZZcz M, \ \� \ L A ©v,:Aa�� REPORTING REQUIREMENTS: ICBG FIELD 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. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: /� 6- AREA, GRID LINES, PIECES OBSERV p: VJ L.SJ�i� r S•e. ` ��•li_�s��"� 6 i� � � \` v�R� �C +V �.�_ Asca STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS. RO h i -e7 X 2 REWORK AS PERCENT OF ALL WORK TODAY. PERCENT PROJECT COMPLETION* ^ WEATHER: � tPA_Z TEMPERATURE: N^fP'%- N"-\ SAMPLES TAKEN: ® S (� r TESTS REQUIRED: SITE TIME START: LUNCH PERIOD: SITE TIME FINISH: 30 ©O " TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND/OR THE APPROVED P NS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Rev: 7/97 Corporate: C- 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empt',,.. 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK 6INSPECTOR ❑ TECHNICIAN C 4`,� p� AVAILABLE: SOIL REPORT (Y) (N) SPECS (N) APPROVED PLANS&N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT "w. FOR WEEK ENDING \Z. -\Lo' ©S PROJECT. NO. \ -gyp ENGINEER 2 REPORT NO. PG \ OF CONTRACTOR f C PLAN FILE N0. PERMIT NO. pS- Z SUB -CONTRACTOR Cv. c�,Sc�mv PROJECT NAME R> INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): s"CS s q x CONTRACTORS EQUIPMENT/ MANPOWER USED: S AREA, GRID LINES, PIECES OBSERVED: STRUCTURAL NOTES, DETAIL, OR RAS USED: REMARKS, INCLUDING MEETINGS: A'\ �� 0%`� C�� ♦��rQ Li�4 \\ �� REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPI ETION• WEATHER: QASZ TEMPERATURE: ` w t �r SAMPLES TAKEN: TESTS REQUIRED: SITE TIME START: LUNCH PERIOD: SITE TIME FINISH: TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT 1 HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, ;AND / LOR THE APPROV D PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Row- 7/07 ' : MTG L Corporate: 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Emph. 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK E6INSPECTOR ❑ TECHNICIAN AVAILABLE: SOIL REPORT (Y)(N) SPECS (O(N) APPROVED PLANSq(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT S FOR WEEK ENDING \Z —� (.4 -C's PROJECT. NO. I Qd ENGINEER REPORT N0. PG \ OF CONTRACTOR PLAN FILE NO. PERMIT NO. SUB -CONTRACTOR PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT jl[ 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 REPORTS): ( \ 7 \_p CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA, GRID LINES, PIECES OBSMED: N v [� Oi�3 1 tJ STRUCTURAL NOTES, DETAIL, OR FIRS USEO�a REMARKS. INCLUDING MEETINGS: _ 20 vac �•.�` CIS, ` REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPI FTIONO WEATHER: (L%t P-qiZ SAMPLES TAKEN: O Sze d� Cj Sc�.. TEMPERATURE: TESTS REQUIRED:C�� SITE TIME START: R "� SITE TIME FINISH: Q ��1-2 LUNCH PERIOD: TRAVEL TIME: VERIFIED I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT SbP�C�Rap,' Signature Date of Report ICBO Certification Number Print Name City / County Certification Number Row TAT FACE OF WALL BE)r,0N0_ .. ........... LOADING DOCK BUMPER;` PER 4RC-P-L DWG5. A SIDE OF THE LCADiNG DOCK j Ti ..14 LEVELERS. SEE TRUCK RAMP r,C,-NC. 51LAB L E V. PER CIVIL DWG 3-14 CONT. TRENCW DRAIN, COVER I EMBEDS (Y- .... . .................. ..... . . ...... ��u ...... .... W4,! . .... . .......... ... CONC. 5L46 .... PER FLAN DWL5 Q I6" O.C. 31''.-0-.I_ - 2 114 CONT. 1'-4" . CONGWALL ..... ...... ...... k4l 24 vERT. 0 16" O.C. E.F. 2-04 POR17. 0 12" C.C. CONT 2 Tag ..... ... .... . 1y —LR. ^ ' ' --� .... ....... .- COMFACTOR AR ' k6; ___, _�. _______ . _ __ - __ _ -. |--- - -____. --' _' Corporate: - _ ' 2992 E. La Palma Ave., Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire:' 14320 Elsworth Street, Ste. C101 Moreno Valley, CA 92553 Te I: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK INSPECTOR p TECHNICIAN SU AVAILABLE: SOIL REPORT (Y) (N) SPECS N) APPROVED PLANS4�N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT FOR WEEK ENDING PROJECT. NO. ENGINEER REPORT NO. PG \ OF \ CONTRACTOR PLAN FILE NO. PERMIT NO. C) a- SUB -CONTRACTOR c v, PROJECT NAME INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD 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. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): T�.►o M �i ii 5't M (—t.— QvO CONTRACTORS EOUIPMENT / MANPOWER USED: -� AREA, GRID LINES, PIECES OBSERVED: CS»v.� SSS �\a�csz�, oc� � 0. •� e. `ZO' O � o � — �-� � STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMP) ETIM WEATHER: (:!%*_ P"'L y. S TEMPERATURE: '—,I SAMPLES TAKEN: $ TESTS REOUIRED: $_ SITE TIME START: L d e -IN, LUNCH PERIOD: SITE TIME FINISH: \—t-0 B !;'� �, TRAVEL TIME: VERIFIED BY: I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT � � a Signature Date of Report ICBG Certification Number Print Name City / County Certification Number Rev: 7/97 A& Corporate: ' 2992 E. La Palma Ave.'; Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego/Imperial County: 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland EmP P. 14320 Elswo h Street, Ste. C101 Moreno Valley, CA 92553 Tel: 951.653.4999 Fax: 951.653.4666 FIELD REPORT TYPE OF WORK eINSPECTOR 0 TECHNICIAN `PLANS •��..\[y `�C�... y^•..>� -� e:..�^�._- �•�\ t AVAILABLE: SOIL REPORT (Y)(N) SPECS dD(N) Y APPROVED (t_1(N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT T ' � fir. C i' lJ��.�� "..�ca FOR WEEK ENDING \ _ � � � PROJECT. NO. k \ -_-, - , ENGINEER �• C' REPORT NO. PG \ OF CONTRACTOR v c. e PLAN FILE NO. , PERMIT NO. nc:; --7 z� SUBCONTRACTOR C._c \.X -Z—\: PROJECT NAME -S e -, Nt INSPECTION ADDRESS ADDRESS OF PROJECT REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALJMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON -CONFORMING WORK AT -THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): ter.•. �.� �. CONTRACTORS EQUIPMENT/ MANPOWER USED: r i- \b��da.tZ d'� V..Q d-�nC�G\�a�r �• \ � ) �rc�C @ M ae�) 't r t •ter Q lJ C^P T' �.. c,ey'C L\+{�Ne� e�,r. T az2 `-fie\• AREA, GRID LINES. PIECES OBSERVED:--- r i e >' r,a:ti V roe F�C\_ �•/�...r�..r` . �e%a.A 5-.1� �'o..,..-.e•�`L�`9 Y '--�\.n�Sy.. ~i+�....`? u�\'-. e.. t i•'�\ w., a Q? . STRUCTURAL NOTES, DETAIL. OR RFIS USED: \ REMARKS, IMCLUDINOMEERNOS. - (1 �,"'� -Ce.: til �.f`� �'. til �� I � �. •a...�� \�. � .1.� REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPI ETIONO WEATHER: L� \ C k� TEMPERATURE: SAMPLES TAKEN: a - TESTS REQUIRED: SITE TIME START: LUNCH PERIOD: SITE TIME FINISH:Q7r -- TRAVEL TIME: VERIFIED BY: I DO 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 /1Z / Signature Date of Report ICBG1 Certification NumTer /,.iii Print Name City/ County Certification Number Rev: 7/97