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Home My WebLink About3318 185th Pl Ne Bldg G_BLD1854_2025 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA011 PERMIT #: 1854 DATE: 5/3/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Item(s) Inspected Location Concrete Footing Building G Reference Drawing(s): RFI 7 Item(s) Inspected Comments Base Material Condition Concrete, Dry Drill Bit Type Hollow Bit Roto-hammer Hole Diameter/Depth 3/4" X 4" Hole Cleanliness Clean Anchor Spacing/Edge Distance 3 Per Footing, Each Side Anchor Type #5 Rebar Anchor Diameter/Length 5/8" Anchor Embedment 4" Adhesive Type Hilti HY 200R Adhesive Expiration Date 9/2019 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest on site for inspection of the above-referenced items. Verified hole depth and cleanliness prior to epoxy gluing. Installation was completed in accordance with approved plans and drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: AA011 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Installation of Footing Bars in Progress ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA019 PERMIT #: 1851, 1852, 1853, 1854, 1856 DATE: 8/19/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Epoxied Anchor Bolts for Holdowns Building D, E, F, G, J (Each End of Entry Party Walls) Reference Drawing(s): RFI #43, Structural Drawings Item(s) Inspected Comments Base Material Condition Fully Cured Concrete, 63Âº Drill Bit Type Drilled Prior Hole Diameter/Depth 3/4", 9" Hole Cleanliness Blown, Brushed & Blown Clean Anchor Spacing/Edge Distance NA Anchor Type Threaded Rod Anchor Diameter/Length 5/8", 14" Anchor Embedment 9" Adhesive Type Hilti Hit HY-200 R Adhesive Expiration Date 2/2020 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the installation of the anchor bolts. The contractor followed the manufacturerâ€™s published instructions. The anchors were found to conform with the RFI and with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB021 PERMIT #: 1854, 1853 DATE: 4/10/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building F Stem Walls and Plinth Bases, Building G Perimeter and Plinth Footings Sample Location: Building F Stem Walls, First Load, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Aggregate Unit Weight, pcf (C138) NT Truck/Ticket # C143 / 615720 Air/Mix Temp.,Â°F (C1064) 57 / 61 JM1 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Quantity Placed, cy 70 Cure Method - Initial / Final Container / Moist Room Time Batched 8:15 AM Water Added on Job, gals 10 Time Sampled 9:10 AM Water Requested by Pump operator Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94297 7 04-17 49250 4.01 12.63 3900 TYPE 2: 94298 28 05-08 60410 4.01 12.63 4780 TYPE 3: 94299 28 05-08 66620 4.01 12.63 5270 TYPE 5: 94300 28 05-08 67470 4.01 12.63 5340 TYPE 2: 94301 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest on site for inspection of the above-referenced items. Reviewed reinforcing steel per structural drawings. Concrete was placed by pump and consolidated through mechanical vibration. All items were in conformance with approved plans and drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB021 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Cconcrete Placement and Consolidation in Progress Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB024 PERMIT #: 1854, 1856 DATE: 4/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Devin Murphy Placement Location: Building G Stem Walls and Plinth Bases, Building J Perimeter and Plinth Footings Sample Location: Building J, Sampled Mid of a 10 CY Load at 10 CY Total Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.50 29 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 Sk, 7/8" Agg, MB polly 997, Hot water Unit Weight, pcf (C138) NT Truck/Ticket # C082 / 220912 Air/Mix Temp.,Â°F (C1064) 52 / 59 DM6 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 49.1/75.0 Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 10:06 AM Water Added on Job, gals 10 Time Sampled 10:35 AM Water Requested by Miles Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94583 7 04-24 66110 4.01 12.63 5230 TYPE 2: 94584 28 05-15 75760 4.00 12.57 6030 TYPE 3: 94585 28 05-15 74570 4.00 12.57 5930 TYPE 3: 94586 28 05-15 80010 4.00 12.57 6370 TYPE 3: 94587 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: As requested, GeoTest was onsite to provided concrete testing and steel reinforcement inspection at the locations stated above. The concrete was placed via boom pump and was mechanically consolidated. The steel reinforcement was found to conform to the approved project documents. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB035 PERMIT #: 1854 DATE: 5/10/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building G Exterior Patios and Entrances Sample Location: SW Patios, First Load, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.50 15 Mix # 0260A6C Air Content, % (C231) 4.4 8 Mix Description 7/8" Aggregate, 6 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C114 / 222246 Air/Mix Temp.,Â°F (C1064) 60 / 67 JM1 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 54 / 93 Quantity Placed, cy 30 Cure Method - Initial / Final Container / Water Tank Time Batched 6:17 AM Water Added on Job, gals 0 Time Sampled 7:05 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 95920 7 05-17 67330 4.00 12.57 5360 TYPE 2: 95921 28 06-07 76320 4.01 12.63 6040 TYPE 2: 95922 28 06-07 76710 4.01 12.63 6070 TYPE 3: 95923 28 06-07 74300 4.01 12.63 5880 TYPE 2: 95924 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection NT n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest on site for inspection of concrete placed at the above-referenced locations. Elements are un-reinforced and required no rebar inspection. All items were in conformance with approved plans and drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB036 PERMIT #: 1854 DATE: 5/10/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Interior Slab on Grade, Building G Sample Location: NW Quadrant, First Load of Mix, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Aggregate, 5.5 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C057 / 222258 Air/Mix Temp.,Â°F (C1064) 60 / 67 JM1 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Quantity Placed, cy 90 Cure Method - Initial / Final Container / Water Tank Time Batched 7:13 AM Water Added on Job, gals 18 Time Sampled 7:50 AM Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 95925 7 05-17 49330 4.00 12.57 3920 TYPE 3: 95926 28 06-07 64960 4.01 12.63 5140 TYPE 2: 95927 28 06-07 58170 4.01 12.63 4610 TYPE 5: 95928 28 06-07 64980 4.01 12.63 5140 TYPE 2: 95929 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest on site for inspection of the slab on grade referenced above. Reviewed reinforcing steel per RFI 34. Also verified that the contractor had fixed each discrepancy noted in IR013. All elements were in conformance with approved plans and drawings. AMENDED 5/21/19: Reference to previous discrepancies was corrected to IR013, original report incorrectly referenced CB035. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB036 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Concrete Placement in Progress Rebar Layout 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD035 PERMIT #: 1862, 1852 DATE: 3/1/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Compaction Of: Pads for Buildings E and G Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 BLDG G, N Half FSG 12 136.7 8.0 126.6 1 100 95 P 2 BLDG G, S Half FSG 12 134.5 7.6 125.0 1 98 95 P 3 BLDG E, W Half FSG 12 133.2 6.7 124.8 1 98 95 P 4 BLDG E, E Half FSG 12 131.3 5.9 125.4 1 99 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4332A Select Borrow Lenz Enterprises 127.2 9.6 17 ASTM D1557 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: InstroTek/3500/BG164 M/D Standard Count: 420/3147 Comments: GeoTest on site for nuclear density testing of compacted soils for the pad of building G and E. Material appeared to have been compacted using a smooth drum vibratory roller. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD036 PERMIT #: 1853, 1854, 1862 DATE: 3/4/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Compaction Of: Building Pads F, G, and P Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 See Figure 1 TOG DT/12 127.3 10.8 114.9 1 102 95 P 2 See Figure 1 TOG DT/12 117.9 9.1 108.1 1 96 95 P 3 See Figure 1 TOG DT/12 126.8 12.4 112.8 1 100 95 P 4 See Figure 1 TOG DT/12 120.9 9.6 110.3 1 98 95 P 5 Building F, Eastern Third TOG DT/12 135.2 6.7 126.6 2 100 95 P 6 Building F, Middle Third -.5 DT/12 132.2 8.1 122.2 2 96 95 P 7 Building G, NW Quadrant -2 DT/12 132.6 5.9 125.2 2 98 95 P 8 Building G, NE Quadrant -2 DT/12 131.3 6.7 123.1 2 97 95 P 9 Building G, SE Quadrant -2.5 DT/12 129.9 6.9 121.5 2 96 95 P 10 Building G, SW Quadrant -2.5 DT/12 131.0 7.1 122.3 2 96 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4282A SP Native 112.6 13.9 5 ASTM D1557/D4718 2-4332A SP with Gravel Lenz Enterprises Pit (D-255) 127.2 9.6 17 ASTM D1557/D4718 3- 0.0 None Gauge Make/Model/Serial#: Instro/3500/2082 M/D Standard Count: 403/3174 Comments: Please see page 2 for comments. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD036 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 TOG -Top of Grade GeoTest was on-site as requested to provide in-place density testing at the above locations. All locations and elevations are approximate and were provided by the contractor. Tests 1 - 4 were taken at the request of the contractor on Building Pad P (Figure1). Prior to our arrival, the soil in these areas had been re-worked and compacted with a plate compactor, per the contractor. The material that was tested was comprised of mostly native fill. Tests 5-10 were taken on imported, graded, and compacted structural fill for Building Pads F and G. Compaction was achieved in these areas with a single-drum vibratory roller. All tests taken on this date met compaction requirements. These compacted soils exhibited firm and unyielding conditions with optimum moisture contents. GeoTest will return for further inspection and observation as requested. Figure 1. In-place density testing locations of re-worked structural fill for Building P. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD037 PERMIT #: 1849, 1854 DATE: 3/5/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Compaction Of: Building B Footing Cuts, Building G Pad Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 NE Quadrant, BLDG B FTG -2 12 105.8 5.5 100.4 1 97 95 P 2 NW Quadrant, BLDG B FTG -2 12 109.2 6.8 102.2 1 99 95 P 3 SE Quadrant, BLDG B FTG -2 12 107.8 5.7 102.0 1 98 95 P 4 N Half, BLDG G Pad -0 12 132.2 7.7 122.6 2 96 95 P 5 S Half, BLDG G Pad -0 12 132.2 7.3 123.2 2 97 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4274A Native On-Site Stockpile 103.7 13.4 3 ASTM D1557 2-4332A Select Borrow Lenz Enterprises 127.2 9.6 17 ASTM D1557 3- 0.0 None Gauge Make/Model/Serial#: InstroTek/3500/2082 M/D Standard Count: 410/3174 Comments: GeoTest on-site density testing of the above-referenced locations. In Building B, the contractor had dug the footings, removed organic material from the soils then placed the excavated soils back into the footing and compacted it. All elevations were measured from the top of the building pad of the respective building the test was performed at. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD037 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Compaction of Lenz Select Borrow for Building G Pad Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: IR013 PERMIT #: 1854 DATE: 5/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin INSPECTION OF: Building G, Reinforcing Steel Placement at Slab on Grade with Continuous Wall Footings and Column Pads GeoTest was on site as requested to inspect the items mentioned above. Except for the following items the placement of the reinforcing steel was found to conform with the project structural drawings and RFI #34. See the following pages for items which will need to be addressed prior to placing the concrete. GeoTest will verify the corrections were completed. AMENDED 5/21/19: Please see CB036 for conforming reinspection. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: IR013 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 A few of the #3 typical reinforcing steel bars were too far from the edge of the slab. The bar needs to be added along the slab edge. A trim bar needs to be added at the edge of this entry location. Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: IR013 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 The grade was too high at this location, the bar is set on the vapor barrier. Northeast corner, bar is too high. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF030 PERMIT #: 1854 DATE: 5/29/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Diaphragm Sheathing Building G, 2nd Floor Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Stridi-Floor, 23/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" X 2-1/4", 6 and 12" On Center Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The sheathing and fasteners were found to be in conformance with the project structural drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF033 PERMIT #: 1854 DATE: 6/3/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building G, Second Level Entry Walls Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32" Shear wall/diaphragm length, location Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 x 2-1/4", 6 and 12" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The items listed on this report were found to conform with the projectâ€™s drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF043 PERMIT #: 1849, 1850, 1854, 1856 DATE: 6/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Roof Diaphragm Sheathing Building B Floor Diaphragm Sheathing Building G, 3rd Level Shear Wall Sheathing Building J, 2nd Level (Entry Walls) Exterior Sheathing and Straps Final Inspection Building C Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Rated Sturd-i-Floor, 23/32" (SW-15/32") , T&G, Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Clips are in Per SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the items listed above. All the above items and at the locations mentioned were found to be in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF046 PERMIT #: 1854 DATE: 6/21/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: John Silk Item(s) Inspected Location Entry Shearwall Sheathing Building G, 3rd Floor Reference Drawings: Plan Sheet S2.5.2, Shearwall Schedule on S3.1 Items Inspected Comments Lumber grade, species, size Per Shearwall Schedule Structural panel grade and thickness, glue Per Shearwall Schedule Shear wall/diaphragm length, location Per Structural Plan Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per Shearwall Schedule Pneumatic or mechanically driven fasteners conform Per Shearwall Schedule Nail heads driven flush Acceptable Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: Sheathing was inspected with the panels flat on the 3rd-floor diaphragm. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF046 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF060 PERMIT #: 1854 DATE: 7/16/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Diaphragm Sheathing and Fasteners Building G, Roof Shear Wall Sheathing Building G, Entry Walls at Level One Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sturd-i-Floor, 23/32" (SW-15/32") , T&G, Exp.1 Shear wall/diaphragm length, location Panel edges bear on framing members Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. Both the roof and shear wall sheathing was found to be in accordance with the project structural drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF062 PERMIT #: G-1854, H-1855, J-1856, K-1857 DATE: 7/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Buildings, G, H, J, 1st Level Floor Diaphragm Sheathing Building K, 3rd Level Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Per Plan Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" X 2-1/4" (2-1/2" at Diaphragm), Per Plan/SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The above items were found to be in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF067 PERMIT #: 1854, 1858, 1855, 1848 DATE: 7/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing and HD Strapping Building G, All Exterior Locations Shear Wall Sheathing Building L, 3rd Level Entry Walls Column Connections to the Foundation Building G and H East Side of the Building at Entry Interior Framing Building A Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D.Fir #2 Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Clips are in Per SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Per Framing Notes and SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: See comments on Page 2. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF067 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 GeoTest was on site as requested to inspect the above items. The column connections at Building G & H and walls at Building L were found to conform with the project drawings. Building G - Exterior Shear Wall Sheathing: The items inspected will require corrections and marked at the location. Building A - Interior Framing: Items still requiring corrections, are as follows; holes in the shear wall top plates, plumbing, and electrical and oversized holes require strapping. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF068 PERMIT #: 1848, 1854 DATE: 7/30/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Reinspection of Shear Sheathing and Straps Building G, All Exterior Locations Reinspection: Interior FramingI and Shear Wall Sheathing Building A, All Interior Locations Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Hold down, type, location Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. Both the exterior sheathing and the interior framing at the above locations are now in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF085 PERMIT #: 1854 DATE: 9/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Walls: Final Framing Building G, Framing at all Shear Walls Shear Wall Sheathing Building G, Interior Shear Walls Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D.Fir #2, Hem. Fir Structural panel grade and thickness, glue Rated Sheathing, 15/31", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members SWâ€™s are Fully Blocked Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Clips are in Per SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Sill Plates Were Treated Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Nailing of the Sheathing is Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Yes Hold down, type, location Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to conduct a final Framing inspection at the above locations. The few items found were marked and a follow-up inspection is required once the items have been addressed. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF093 PERMIT #: Permits Listed Below DATE: 10/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing and Interior Shear Walls - Reinspection Buildings G, H, J / Permits - 1854, 1855 & 1856 Final Framing and Interior Shear Walls Buildings K, L, M / Permits - 1857, 1858 & 1859 Wall and Roof Sheathing and Framing Garage 10, 11 & 12 / Permits - 1874, 1875, & 1876 BBQ Enclosure Framing - Reinspection BBQ Enclosures 1 & 2 / Permits - 1881 & 1882 Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue APA Rated Sheathing, 15/32" (23/32") at Floors) Exp.1 Shear wall/diaphragm length, location Per Plan at Above Shear Walls Panel edges bear on framing members Fully Blocked Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Per Plan SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site to inspect the above items. See the following page for comments. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF093 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The photo shows the now installed flat blocking at the BBQ enclosure. Both BBQ enclosures are in conformance with the project drawings. This item was noted in report LF091 (dated 10/2/19) as nonconforming. The contractor has addressed all outstanding items found during GeoTest's previous inspections and all items found this date during the final framing/interior shear wall inspection of buildings K, L and M. At the locations on page one of this report; the lateral framing was found to be in conformance with the project drawings. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at ArlingtonÂ â€Â BLD G JOB #: 18â€0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10â€22â€2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1854 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington â€“ BLD G project located in Arlington, Washington. GeoTestâ€™s services took place from October 9, 2018 through October 22, 2019. Our testing and inspections included the following scope of work: TEST/INSPECTION ITEM REFERENCE Field Density Moisture Reports FD035 â€“ FD037 ï‚· Earthwork & FD052 Concrete Break Reports CB021, CB024, CB036 ï‚· Reinforced Concrete & CB036 and Inspection Report IR013 Lateral Framing Inspection Reports LF030, ï‚· Lateral Framing LF033, LF043, LF046, LF060, LF062, LF067, LF068, LF085 & LF093 Adhesive Anchor Inspection Reports AA011 & ï‚· Proprietary Anchors AA019 All work requiring special inspection for the project to date has been completed. To the best of our knowledge the inspected work is in conformance with the approved project plans and specifications and the applicable workmanship provisions of the International Building Code. All related laboratory tests performed by GeoTest have met or exceeded the minimum test requirements. This is GeoTestâ€™s final special inspection and testing submittal for The Villas at ArlingtonÂ â€Â BLD G project. If we can be of further assistance, please contact the undersigned. Copies: Villas at Arlington Partners LLLP Safe Built Charles Morgan and Associates LLC The Alliant Company City of Arlington Anderson, Brian Exxel Pacific Charles Morgan and Associates LLC Logan Senrud CG Engineering Technical Director This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Permit #: 1854 Permit Date: 03/09/18 Permit Type: MULTI-FAMILY Project Name: Villas at Arlington Applicant Name: Villas at Arlington, LLLP Applicant Address: 105 Cresent Bay Drive, Suite D Applicant, City, State, Zip: Laguna Beach, CA 92651 Contact: Carmel Gregory Phone: 425-778-8500 Email: carmelg@cgengineering.com Scope of Work: New Multi-Family Development Valuation: 1991907.40 Square Feet: 18340 Number of Stories: 3 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/01/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel # Address Legal Description Owner Name Owner Phone Zoning VILLAS AT 137 Multiple Family 31052000100800 3318 185TH PLACE NE ARLINGTON 101 - 200 Units Contractors Contractor Primary Contact Phone Address Contractor Type License License # 323A CONSTRUCTION EXXEL PACIFIC INC 360-734-2872 UBI 601 175 198 TELEGRAPH RD CONTRACTOR 323A CONSTRUCTION Labor and EXXEL PACIFIC INC 360-734-2872 EXXELPI073KN TELEGRAPH RD CONTRACTOR Industries Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 03/09/2018 BUILDING BUILDING Fees Fee Description Notes Amount Building Plan Review Table 4-2 $8,536.05 Building Plan Review Table 4-2 $143.91 Building Permit Table 4-1 $13,353.78 Park - Community MF Multi-family $26,946.00 Processing/Technology $25.00 State Surcharge - Commercial Commercial Only $25.00 State Surcharge - add'l DU Residential Additional Units $36.00 Traffic Mitigation - C/MF Commercial/Multi-family $23,420.52 Total $72,486.26 Attached Letters Date Letter Description 09/19/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/08/2018 Alliant Capital Ltd. 18506 Bldg. G Check #104500 Kristin Foster $8,536.05 10/11/2018 Fidelity National Title check #26379 Launa Black $63,950.21 Outstanding Balance $0.00 Uploaded Files Date File Name 03/17/2020 6395596-Villas Bldg G C of O.pdf 03/09/2018 3141573-Commercial Application - Building G.pdf SUBMITTAL PACKAGE Page 1 DATE: 11/27/2018 Your Logo Here FOR APPROVAL PACKAGE NUM: 9 PACKAGE REV: 0 Exxel Pacific, Inc. SPEC #: 061753 201808. - Villas at Arlington To: Dennis Titus From: Nick Santini CG Engineering PLLC Exxel Pacific, Inc. 250 4th Ave South #200 323 Telegraph Road Edmonds, WA 98020 Bellingham, WA 98226 We are transmitting the following Submittal Package Number: â€œ9â€, Revision: â€œ0â€ Description: â€œPrefabricated Wood Trusses - Buildings F, G, H & Nâ€ for your review, intended to be compliant with contract Specification Number: â€œ061753â€. Please review and respond to: Nick Santini, by: 12/11/2018 in accordance with the contract documents. Additional Notes: Spec Number Submittal Description Submittal Details 1. 061753 Prefabricated Wood Trusses - Buildings F, Shop Drawings G, H & N SUBMITTAL REVIEW Sincerely, â–¡ NO EXCEPTION TAKEN â–¡ MAKE CORRECTION NOTED â–¡ REJECTED â–¡âœ” REVISE AND RESUBMIT â–¡ SUBMIT SPECIFIED ITEM Nick Santini THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR REMAINS RESPONSIBLE FOR FULL COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. DIMENSIONS AND QUANTITIES WERE NOT REVIEWED AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. BY Morgan Kruse DATE 12/07/18 EXXEL PACIFIC, INC. 323 TELEGRAPH RD. BELLINGHAM, WA 98226 âœ” REVIEWED BY Nick Santini DATE 11/21/2018 SUBMITTAL# 9 SPEC 067153