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Home My WebLink About3318 185th Pl Ne Bldg F_BLD1853_2025 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA010 PERMIT #: 1853 DATE: 5/1/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Dowels at Intersections of Perimeter & Interior Footings Building F Reference Drawing(s): RFI #7 Item(s) Inspected Comments Base Material Condition Uncracked Concrete, Dry, 50Âº Drill Bit Type Carbide Tip Hole Diameter/Depth 3/4", 6" Hole Cleanliness Clean Anchor Spacing/Edge Distance 3 Bars Per Intersection Anchor Type Deformed Reinforcing Steel Anchor Diameter/Length 5/8", 44" Anchor Embedment 6" Adhesive Type Hilti 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 above dowels. The dowels were found to be in conformance with the project structural drawings, RFI #7, and were installed as recommended by the manufacturerâ€™s published instructions. 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 #: AA010 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The picture shows the reinforcement at an interior footing intersection with the building's perimeter foundation. At a couple of locations, the vapor barrier was removed and the insulation was cut back to better match the footing dimensions and provide additional clearance below the reinforcement. The vapor barrier was then reinstalled. At this intersection the vapor barrier was loose. The contractor pushed the taped area shown at the left side of the photo away from the epoxied dowel and added tape to the foundation 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 #: CB018 PERMIT #: 1851, 1853 DATE: 4/3/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building D Stem Walls and Plinth Bases, Building F Perimeter and Plinth Footings Sample Location: Building F Plinth Bases Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Aggregate Unit Weight, pcf (C138) NT Truck/Ticket # C141 / 220086 Air/Mix Temp.,Â°F (C1064) 58 / 60 JM5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 9:20 AM Water Added on Job, gals 0 Time Sampled 9:40 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 93984 7 04-10 59820 4.02 12.69 4710 TYPE 2: 93985 28 05-01 77500 4.00 12.57 6170 TYPE 2: 93986 28 05-01 77370 4.00 12.57 6160 TYPE 2: 93987 28 05-01 78730 4.00 12.57 6260 TYPE 2: 93988 30 05-03 73590 4.01 12.63 5830 TYPE 2: 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 was on site for inspection of the items referenced above. Reinforcing steel was reviewed per schedule on S3.1 for the footings, 7/S4.1 for the stem walls and 12/S4.1 for the plinths. Concrete was placed via pump and was consolidated through mechanical vibration. All items inspected were in conformance with the 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 #: CB018 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Concrete 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 #: 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 #: CB031 PERMIT #: 1853 DATE: 5/3/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building F 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) 5.00 15 Mix # 0260A6C Air Content, % (C231) 4.6 8 Mix Description 7/8" Aggregate, 5.8 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C116 / 615977 Air/Mix Temp.,Â°F (C1064) 49 / 61 JM1 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 48 / 78 Quantity Placed, cy 30 Cure Method - Initial / Final Container / Water Tank Time Batched 7:14 AM Water Added on Job, gals 0 Time Sampled 8:05 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 95497 7 05-10 67230 4.01 12.63 5320 TYPE 3: 95498 28 05-31 76390 4.01 12.63 6050 TYPE 2: 95499 28 05-31 75940 4.01 12.63 6010 TYPE 2: 95500 28 05-31 75450 4.01 12.63 5970 TYPE 2: 95501 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 concrete placed for the locations referenced above. Concrete was placed by pump and consolidated through mechanical vibration. 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 #: CB032 PERMIT #: 1853 DATE: 5/3/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building F Slab on Grade Sample Location: West Half of Slab, First Load, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Aggregate, 5.5 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C058 / 221867 Air/Mix Temp.,Â°F (C1064) 50 / 62 JM5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 48 / 78 Quantity Placed, cy 95 Cure Method - Initial / Final Container / Water Tank Time Batched 8:08 AM Water Added on Job, gals 0 Time Sampled 8:55 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 95502 7 05-10 58000 4.01 12.63 4590 TYPE 3: 95503 28 05-31 67900 4.01 12.63 5380 TYPE 3: 95504 28 05-31 70090 4.01 12.63 5550 TYPE 2: 95505 28 05-31 68630 4.01 12.63 5430 TYPE 2: 95506 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 referenced above. Reviewed reinforcing steel in accordance with RFI 34. Concrete was placed by pump and consolidated through mechanical vibration. All elements inspected 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 #: CB032 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Concrete 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 #: CB056 PERMIT #: 1853, 1851, 1883 DATE: 7/12/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Garage 6, Garage 4, and Bus Stop Stem Walls Sample Location: Garage 6, 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" Agg, 5.5 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C011 / 124192 Air/Mix Temp.,Â°F (C1064) 73 / 74 JM3 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 20 Cure Method - Initial / Final Container / Water Tank Time Batched 1:13 PM Water Added on Job, gals 10 Time Sampled 2:10 PM Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 98840 7 07-19 52380 4.00 12.57 4170 TYPE 2: 98841 28 08-09 65540 4.00 12.57 5210 TYPE 2: 98842 28 08-09 64680 4.00 12.57 5150 TYPE 2: 98843 28 08-09 62660 4.00 12.57 4980 TYPE 2: 98844 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 stem walls referenced above. Reinforcing steel was inspected per detail 8/S4.1. Concrete was placed by pump and consolidated through vibration. All elements inspected 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. 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 #: FD031 PERMIT #: Building D 1851, Building F 1853 DATE: 2/25/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Harrison Simons Compaction Of: Structural Fill Within Building Pads D and F 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 Building D Footprint - East TOG DT/8 134.4 13.6 118.3 1 89 95 F 2 Building D Footprint - Central TOG DT/8 130.1 8.0 120.5 1 91 95 F 3 Building D Footprint - West TOG DT/12 139.0 11.2 125.0 1 94 95 F 4 Building F Footprint - Central TOG DT/12 132.5 8.1 122.6 2 96 95 P 5 Building F Footprint - Central TOG DT/12 131.9 9.0 121.0 2 95 95 P 6 Building F Footprint - Central TOG DT/12 132.5 8.5 122.1 2 96 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4330A Select Borrow Imported from Vienna 132.8 7.9 13 ASTM D1557/D4718 2-4332A Structural Fill Lenz Enterprises (D-255) 127.2 9.6 ASTM D1557/D4718 3- 0.0 None Gauge Make/Model/Serial#: Instrotek / 3500 / 1505 M/D Standard Count: 722/2362 Comments: See comments on page 2. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by daveb@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cgengineering.com, jkim@avsc ommunities.com, jonr@exxelpacific.com, kolander@arlingtonwa.gov ...and 5 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 #: FD031 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 TOG - Top of Existing Grade. Tests for Building D were conducted near the proposed subgrade elevation for the building. Tests for Building F were conducted at approximately -2.5â€™ from proposed subgrade elevation (according to the contractor) GeoTest Services was on-site to provide in-place soil density and moisture testing on structural fill that had been placed and compacted within the building footprint for Buildings D and F. Compaction tests had attained the required compaction within the Building F footprint but had not attained the required compaction within the Building D footprint. Structural fill within Building Pad D was generally over the optimum moisture contents. This test report has been marked discrepant because structural fill placed within the Building D footprint had failed to attain the required compaction. 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 #: FD032 PERMIT #: 1851, 1853 DATE: 2/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Compaction Of: Building D and F Pad Base 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 F, East Half 1â€™6" 12 133.8 7.2 124.8 1 98 95 P 2 BLDG F, West Half -3 12 134.6 8.0 124.6 1 98 95 P 3 BLDG D, NW Quadrant -3 12 139.1 11.3 124.9 2 94 95 F 4 BLDG D, NE Quadrant FSG 12 118.9 5.5 112.7 2 85 95 F 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 2-4330A Gravel Borrow Vienna 132.8 7.5 13 ASTM D1557 3- 0.0 None Gauge Make/Model/Serial#: InstroTek/ 3500/BG164 M/D Standard Count: 430/3124 Comments: GeoTest on site for nuclear density testing of the building pads for buildings D and F. Soils were compacted with a vibratory roller. AMENDED 3/1/19: Please see FD033 for passing retest results. 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 #: FD032 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Compaction of Subgrade for Building D Pad 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 #: FD034 PERMIT #: BLDG Permit #1851 and BLDG Permit #1853 DATE: 2/28/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Suzie Miller Compaction Of: Subgrade of Building D and Building F 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 West Side of Pad D -1.5 DT/12 131.5 8.0 121.7 1 96 95 P 2 East Side of Pad F -0.5 DT/6 131.0 8.3 120.9 1 95 95 P 3 Middle of Pad F -2.0 DT/12 131.7 7.3 122.7 1 96 95 P 4 West Side of Pad F -3.0 DT/8 134.3 8.0 124.4 1 98 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4332A Select Borrow Lenz Enterprises (D-255) 127.2 9.6 17 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instrotek/3500/2082 M/D Standard Count: 403/3142 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 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 #: FD034 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 All locations and elevations are approximate and provided by the contractor. GeoTest was onsite, as requested to provide in-place density testing on the structural fill of the building pads for buildings D and F. Prior to GeoTestâ€™s arrival, the structural fill had been placed and partially compacted. While GeoTest was on site, the structural fill of building F was compacted with an Ingersollrand SD-70D single drum vibrating roller. All tests met compaction requirements. GeoTest noted that pumping underfoot was felt on the western section of building pad D. Pumping was observed with light foot traffic. Figure 1 - Compaction of Building Pad F 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. Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: IR012 PERMIT #: 1853 DATE: 5/1/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin INSPECTION OF: Reinforcing Steel Placement - Building F Comments: GeoTest was on site as requested to inspect the placement of the reinforcing steel at the following location. Building F: Slab on grade with interior wall footings and interior column pads. The steel reinforcement was in place and except for the following item was found to be in conformance with the project structural drawings. At some edge locations, the first bar running adjacent with the stem wall is 10 to 16 inches off the wall. The first bar off the stem wall needs to be within a few inches of the edge of the wall. The contractor was notified of this issue. Drawings referenced: S1.1, Structural Notes, and Reinforcement Schedules S2.5.1, Foundation Notes, Holdown Types S3.1, Footing, Shear Wall and Holdown Schedules S4.1, Details RFI #34, #3 Bar vs. WWM See GeoTests Adhesive Anchor report AA010 for reinforcement at the interior footing to perimeter foundation wall intersections. AMENDED 5/6/19: Please see CB032 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. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF026 PERMIT #: B-1849, D-1851, E-1852, F-1853 DATE: 5/21/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm, Sheathing Buildings B, D and F 3rd Floor Shear Wall Sheathing Building E, 2nd Level Entry Wall Reference Drawings: Structural Drawing Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Sturdi-Floor, 23/32", Exp.1 (Walls Rated Sheathing 15/32" Exp.1) Shear wall/diaphragm length, location Per Plan at Above Locations 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 & 10" 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 at the locations was 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 #: LF028 PERMIT #: 1853 DATE: 5/24/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building F, 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" . 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. The sheathing and fasteners at the above shear walls 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 #: LF037 PERMIT #: 1852, 1853, 1863 DATE: 6/7/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building F, 3rd Level Shear Walls: Sheathing Building E, 1st Level Entry Walls Final Framing (In Progress Inspection) Building Q, 1st, 2nd & 3rd Levels Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D-Fir #2 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 Per Framing Notes and 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 items listed on this report were found to be in conformance with the project drawings. Building Q is in progress. A follow-up inspection is required. 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 #: LF038 PERMIT #: 1851, 1853. 1862, 1863 DATE: 6/10/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Buildings D and F, 3rd Floor Entry Walls Final Framing (In Progress Inspection) Building P, 1st Floor and Building Q all Levels Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Per SW Schedule Shear wall/diaphragm length, location As Detailed Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related As Detailed Connection of blocking to wall top plates A35 and LTP4 Clips Were in Place 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 Per SW Schedule Nail diameter, length, number of lines, spacing Per SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location HDU, Per Plan Lag bolts/proper hole size At Stair Stringer to Landing Connections 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. See below for additional 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 #: LF038 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Many of the stud packs, which the holdown straps are connected to, were not nailed together per detail 3 on sheet S5.1 Some of the blocks connecting to the first joist were toenailed but the drawings require three 131 X 3" nails through the joist and into the end of the blocking. The contractor is in the process of adding the nails in accordance with detail 3 on sheet S5.2 of the project drawings. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF038 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Building Q: West End Wall Plate Damage: The top and bottom plates were damaged with drilled holes. The contractor has added CS16 strap at these damaged locations as per the project engineer directions. Along with the above three items, the floor joists adjacent to the center entry were installed at 16" on center, but the drawings require the joist at these locations to be spaced at 12" on center. The contractor will address this item. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF051 PERMIT #: 1851, 1853, 1855, 1857 DATE: 7/2/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm Sheathing Buildings H & K, 2nd Level Roof Diaphragm Sheathing Buildings D & F Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sturd-i-Floor, 23/32" , T&G, Exp.1 . Roof 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 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 Roof Sheathing: Contractor Added Nails at Over-Driven Locations 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 items mentioned above. All items found were addressed prior to our leaving the project. 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 #: LF055 PERMIT #: 1853 DATE: 7/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing and HD Strapping Building F: Levels 1, 2 & 3 Exterior Walls 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 Panel edges bear on framing members SW Fully Blocked Diaphragm chord, drag strut, braces and related CSMT14 Straps at Perf. SW Connection of blocking to wall top plates 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 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 MST37 & 48 Floor to Floor Straps 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. All items were marked at the location and contractor was informed of the issues. 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 #: LF084 PERMIT #: 1853 DATE: 9/16/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing & Interior Shear Walls Building F Truss Reinforcement at Tie-Off Anchors Building F Reference Drawings: Structural Drawings and RFI for Truss Reinforcement Items Inspected Comments Lumber grade, species, size D.Fir #2, Hem. Fir 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 SWâ€™s are Fully Blocked Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates 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 Per SW Schedule 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 Per HD Schedule 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 interior side of all perimeter shear walls and the interior shear walls. The still outstanding items were marked. 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 #: LF092 PERMIT #: 1853, 1875, 1876 DATE: 10/7/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing Reinspection & Interior Shear Wall Sheathing Building F Wall Sheathing Garage 11 and 12 Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D.Fir #1 and 2 Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related 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 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 HDU Holdowns Were 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 mentioned above. All above items were in conformance with the projectâ€™s drawings. The contractor was informed of todayâ€™s inspection results. 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. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at ArlingtonÂ â€Â BLD F JOB #: 18â€0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10â€22â€2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1853 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington â€“ BLD F 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 FD031 â€“ ï‚· Earthwork FD034, FD036 & FD049 Concrete Break Reports CB018, CB021, CB031 ï‚· Reinforced Concrete & CB032 and Inspection Report IR012 Lateral Framing Inspection Reports LF026, ï‚· Lateral Framing LF028, LF037, LF038, LF051, LF055, LF084 & LF092 Adhesive Anchor Inspection Reports AA010 & 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 F 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 #: 1853 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 $134.34 Building Plan Review Table 4-2 $9.57 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. F Check #104500 Kristin Foster $8,536.05 03/08/2018 Alliant Capital Ltd. Bldg. F Check #104500 Kristin Foster $134.34 10/11/2018 Fidelity National Title check #26379 Launa Black $63,815.87 Outstanding Balance $0.00 Uploaded Files Date File Name 03/17/2020 6395626-Villas Bldg F C of O.pdf 11/01/2018 4145050-1853_Villas Building Permit.pdf 03/09/2018 3141558-Commercial Application - Building F.pdf