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Home My WebLink About3318 185TH PLACE NE Bldg B_BLD1849_2025 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA007 PERMIT #: 1849 DATE: 4/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Continuous Footing Dowels Into Perimeter Foundation BLD B: At All Interior Footing/Perimeter Foundation Intersections Reference Drawing(s): RFI #7 Item(s) Inspected Comments Base Material Condition Satisfactory, Dry Concrete, 49Âº Drill Bit Type Hilti Carbide Tip Hole Diameter/Depth 3/4", 4" Hole Cleanliness Clean/Drilled Anchor Spacing/Edge Distance 3 Per Intersection Anchor Type Grade 60 Deformed Reinforcing Steel Anchor Diameter/Length 5/8", 44"" Anchor Embedment 4" Adhesive Type Hilti HY-200 R Adhesive Expiration Date 12/2019 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 epoxied reinforcing steel dowels. The dowels were found to conform with RFI #7, the project structural drawings and with the manufacturer 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 #: AA007 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo of the contractor drilling one of the holes with a vacuum cleaning the hole as it's being drilled. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA018 PERMIT #: 1848, 1849, 1850, 1861 DATE: 6/25/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Holdown Anchor Bolts Buildings A, B, C and O (Each End of Entry Party Walls) Reference Drawing(s): Structural Drawings, RFI #43 Item(s) Inspected Comments Base Material Condition Dry Fully Cured Concrete Drill Bit Type Drilled Prior Hole Diameter/Depth 3/4", 9" Hole Cleanliness Blown, Brushed, Blown Clean Anchor Spacing/Edge Distance Per Plan Anchor Type Threaded Rod Anchor Diameter/Length 5/8", 14" Anchor Embedment 9" Adhesive Type Hilti Hit HY-200 R Adhesive Expiration Date 9/19 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 above items. The dowels were installed as per the project engineer instructions, project drawings and as recommended by the product manufacturers 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. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB010 PERMIT #: 1849, 1850 DATE: 3/14/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building C Stem Walls and Plinth Bases, Building B Perimeter and Plinth Footings Sample Location: Building C Stem Walls, South-Center, Middle of the Truck 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" Agg. Unit Weight, pcf (C138) NT Truck/Ticket # C140 / 615386 Air/Mix Temp.,Â°F (C1064) 49 / 59 JM5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 11:18 AM Water Added on Job, gals 15 Time Sampled 12:10 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) 93195 7 03-21 49550 4.01 12.63 3920 TYPE 2: 93196 28 04-11 66090 4.01 12.63 5230 TYPE 2: 93197 28 04-11 64640 4.01 12.63 5120 TYPE 3: 93198 28 04-11 67450 4.01 12.63 5340 TYPE 2: 93199 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 and locations. The stem walls and plinth bases reinforcing steel was reviewed in accordance with details 7 and 12/S4.1 respectively. The building C footing rebar was reviewed per schedule on S3.1. To the best of our knowledge, all items inspected this day were found to be 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 5 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 #: CB010 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Placement and Consolidation of Concrete in Progress; Building C Stem Walls Rebar Layout of One of Plinth Footings in Building B Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB012 PERMIT #: 1852, 1849 DATE: 3/21/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Kevin Richardson Placement Location: Building B Stem Walls Including 6 F4 Plinths and Building E Continuous Perimeter Footings Including 6 F4 Plinth Footings Sample Location: 3rd Truck, Mid Load at Chute (Placed at East Side of Building) Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.75 9 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 SK, 7/8" Agg., Pea, Poly 997 Unit Weight, pcf (C138) NT Truck/Ticket # C189 / 615519 Air/Mix Temp.,Â°F (C1064) 64 / 64 AS01 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Dead battery Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 1:57 PM Water Added on Job, gals 0 Time Sampled 2:50 PM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 93481 7 03-28 60230 4.02 12.69 4750 TYPE 2: 93482 28 04-18 74560 4.01 12.63 5900 TYPE 3: 93483 28 04-18 73140 4.01 12.63 5790 TYPE 5: 93484 28 04-18 72680 4.01 12.63 5750 TYPE 5: 93485 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 was on site to perform a special inspection of reinforced concrete placed at the locations noted on page 2. Concrete was placed via boom pump and mechanically vibrated. Work was found to conform to the approved plans. The contractor was made aware of our results prior to departing the site. 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. 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 #: CB012 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1: Photo of stem walls prior to the pour at Building B. Figure 2: Footing pour in progress at Building E. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB022 PERMIT #: 1849 DATE: 4/12/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building B Exterior Patios and Entrances Sample Location: Southwest Patio Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 15 Mix # 0260A6C Air Content, % (C231) 4.9 8 Mix Description 7/8" Aggregate, Pozzolith Accelerator Unit Weight, pcf (C138) NT Truck/Ticket # C060 / 615742 Air/Mix Temp.,Â°F (C1064) 45 / 62 JM4 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 50-60 Quantity Placed, cy 20 Cure Method - Initial / Final Container / Water Tank Time Batched 6:49 AM Water Added on Job, gals 10 Time Sampled 7:45 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) 94405 7 04-19 66430 4.01 12.63 5260 TYPE 2: Stripped on the date of casting* 94406 28 05-10 83160 4.01 12.63 6580 TYPE 2: Stripped on the date of casting* 94407 28 05-10 80060 4.01 12.63 6340 TYPE 2: Stripped on the date of casting* 94408 28 05-10 84610 4.01 12.63 6700 TYPE 2: Stripped on the date of casting* 94409 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 the above items. Concrete was placed by pump and consolidated through rodding. 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 #: CB022 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Concrete Placement Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB023 PERMIT #: 1849 DATE: 4/12/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building B Slab on Grade Sample Location: West Half, First Load of the Mix, 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, Accelerant Unit Weight, pcf (C138) NT Truck/Ticket # C137 / 220659 Air/Mix Temp.,Â°F (C1064) 46 / 58 JM4 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 50-60 Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 7:47 AM Water Added on Job, gals 0 Time Sampled 8:25 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94415 7 04-19 64120 4.01 12.63 5080 TYPE 2: Stripped on the date of casting* 94416 28 05-10 81410 4.01 12.63 6450 TYPE 2: Stripped on the date of casting* 94417 28 05-10 86280 4.01 12.63 6830 TYPE 2: Stripped on the date of casting* 94418 28 05-10 80490 4.01 12.63 6370 TYPE 2: Stripped on the date of casting* 94419 Hold 00-00 0 0.00 0.00 0 Stripped on the date of casting* 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 rebar in accordance with structural drawings and RFI 3. Concrete was placed by pump and consolidated through rodding. All items 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 #: FD025 PERMIT #: BLDG-1849 DATE: 2/6/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Compaction Of: Building B Structural Fill 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 -1 DT/12 147.3 9.9 134.5 1 95 95 P 2 See Figure 1 -1 DT/12 149.8 10.5 135.6 1 95 95 P 3 See Figure 1 -1 DT/12 150.3 11.4 134.9 1 95 95 P 4 See Figure 1 -1 DT/12 151.2 11.1 136.1 1 96 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4327A SP w/ Silt & Gravel East Valley S & G Pit (D-355) 142.0 6.9 47 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instro/3500/3053 M/D Standard Count: 422/3129 Comments: Please see page 2 for comments. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cgengineering.com, jkim@avscommunities.com, kolander@arlingtonwa.gov, lpeterson@arlingtonwa.gov, Matthew.Breiner@alliantcapital.com ...and 4 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 #: FD025 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 GeoTest was on-site as requested to provide in-place density testing on imported structural fill for Building Bâ€™s building pad (Figure 1). All locations and elevations are approximate and were provided by the contractor. Elevations are relative to slab subgrade. Material from East Valley S & G (D-355) was placed via dump-truck, graded with a dozer, and compacted with a medium sized vibratory roller in 12-inch lifts (Figure 2). Sample 4327A was taken on-site from these stockpiles for laboratory testing (Figure 3). It should be noted that the moisture contents of the imported material were above optimum upon its arrival to the site. With satisfying in-place density results, some areas of the pad exhibitted signs of yielding due to saturation as well as vibratory rolling. The contractor is aware of these field conditions. It is GeoTest's recommendation that these soils be allowed time to dry and become firmer prior to placement of slabs on grade. Stem wall footing pads will be excavated through this material into native soils and therefore not dependent on imported fill in most areas. These areas will be inspected by a different entity. GeoTest will return for further inspection and observation as requested. Figure 1. Map view of in-place density test locations on this date. 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 #: FD025 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Figure 2. Compaction efforts of Buidling B structural fill (looking southwest). Figure 3. The stockpiles in which sample 4327A was taken for laboratory testing (looking southwest). 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 #: FD026 PERMIT #: BLDG-1849 DATE: 2/7/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Compaction Of: Building B Structural Fill 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 FG DT/12 146.2 8.5 134.7 1 95 95 P 2 See Figure 1 FG DT/12 148.1 7.3 138.1 1 97 95 P 3 See Figure 1 FG DT/12 149.8 8.7 137.8 1 97 95 P 4 See Figure 1 FG DT/12 146.6 7.8 136.0 1 96 95 P 5 See Figure 1 FG DT/12 151.5 9.8 137.9 1 97 95 P 6 See Figure 1 FG DT/12 147.8 9.1 135.3 1 95 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4327A SP w/ Silt & Gravel East Valley S & G Pit (D-355) 142.0 6.9 47 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instro/3500/3053 M/D Standard Count: 425/3143 Comments: Please see page 2 for comments. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cgengineering.com, jkim@avscommunities.com, kolander@arlingtonwa.gov, lpeterson@arlingtonwa.gov, Matthew.Breiner@alliantcapital.com ...and 4 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 #: FD026 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 FG - Finshed grade prior to slab on grade concrete. GeoTest was on-site as requested to provide in-place density testing on imported structural fill for Building Bâ€™s building pad (Figure 1). All locations and elevations are approximate and were provided by the contractor. Material from East Valley S & G (D-355) was placed via dump-truck, graded with a dozer, and compacted with a medium sized vibratory roller in 12-inch lifts (Figure 2). Sample 4327A was taken on-site from these stockpiles for laboratory testing (Figure 3). It should be noted that the moisture contents of the imported material were above optimum upon its arrival to the site. With satisfying in-place density results, some areas of the pad exhibitted signs of yielding due to saturation as well as vibratory rolling. The contractor is aware of these field conditions. It is GeoTest's recommendation that these soils be allowed time to dry and become firmer prior to placement of slabs on grade. Stem wall footing pads will be excavated through this material into native soils and therefore not dependent on imported fill in most areas. These areas will be inspected by a different entity. GeoTest will return for further inspection and observation as requested. Figure 1. Map view of in-place density testing locations on this date. 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 #: FD026 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Figure 2. Placement, grading, and compaction process for building B's imported structural fill (looking southwest). 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 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD046 PERMIT #: 1849 DATE: 4/3/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Compaction Of: Slab on Grade, Building B 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 Half -10" 6 133.0 6.8 124.5 1 98 95 P 2 Center -10" 6 133.3 6.7 124.9 1 98 95 P 3 East Half -10" 6 135.4 7.6 125.9 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#: Troxler/3440P/62856 M/D Standard Count: 647/2325 Comments: GeoTest was on site for nuclear density testing of building B slab on grade soils. Elevation was measured from the top of the stem walls. All tests met the minimum compaction requirements and load bearing soils appeared to be firm and stable. 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. FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD046 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Building B Slab on Grade Base Prior to Capillary Break Being Added LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF020 PERMIT #: 1849, 1861 DATE: 5/6/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm Building B Shear Wall Sheathing Building O Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing (Sturd-I-Floor at Building B), 15/32" (23/32 at Bld B) 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", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Yes 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 listed above. The nailing of the sheathing at the locations listed on this report were 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 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF020 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The contractor added blocking and nailed both sides of the seam at all edge strips less than 24" wide; as directed by the project structural engineer. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF021 PERMIT #: 1849, 1850, 1862 DATE: 5/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building C, 3rd Floor Shear Wall Sheathing Building B, 3rd Floor Entry Walls (Each Side of Stairs) Roof Diaphragm: Sheathing Building P Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing (Sturd-I-Floor at Building B), 15/32" (23/32 at Bld B) 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", 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. All items found were corrected prior to our leaving the project. Sheathing and fasteners were per plan. 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 #: LF021 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo of Building (P) roof was taken looking east across the south half. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF025 PERMIT #: E-1852 B-1849 DATE: 5/20/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Buildings B and E, Entry Walls at 1st Floor 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 at Above Locations Panel edges bear on framing members Yes Fully Blocked Per Plan 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 & 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 items listed on this report 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 #: 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 #: 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 #: LF044 PERMIT #: 1849, 1852 DATE: 6/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building B, All Exterior Walls Roof Diaphragm Sheathing Building E 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 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 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 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. All items inspected today were 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 #: LF075 PERMIT #: 1849, 1858 DATE: 8/19/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing and Interior Shearwalls Building B, All Levels Final Shear Wall Sheathing and Straps Building L, All Exterior Walls 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 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 Where Required Base-plate bolting complies Per SW Schedule 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 See Comments 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. See below for additional comments and photo. AMENDED 8/23/19: Notes on page 2 edited for accuracy. Items noted were reinspected in LF076 and are conforming. 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 #: LF075 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Building L: The exterior sheathing and straps were per plan except for two wrong sized HD straps and one shear wall was missing edge nails. Building B: At the interior shear walls and framing a few items were found and marked. The contractor was notified of all items. GeoTest will return and reinspect all nonconformances when scheduled. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF077 PERMIT #: B-1849, E-1852 DATE: 8/23/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing and Interior Shear Walls- Reinspection Building B - Levels 1, 2 and 3 Final Framing and Interior Shear Walls Building E - Levels 2 and 3 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 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 Where Required 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 above items. Building B: Framing has been completed in accordance with the project drawings. Building E: Building is in progress. A final framing re-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 #: LF078 PERMIT #: 1849, 1850, 1851, 1852, 1859, 1877, 1878 DATE: 8/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Gable Truss Reinforcing Sheathing for Roof Anchors Building B, C, D, E Shear Wall Sheathing (Sheathing in Progress) Building M, All Perimeter Shear Walls Wall Sheathing Garage #13 and #14, all Wall 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 All Walls Fully Blocked 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 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 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, (not in-progress) were found to be in conformance with the project drawings. A few locations were marked at building M for correction. 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 B JOB #: 18â€0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10â€11â€2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1849 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington â€“ BLD B 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 FD025, FD026, ï‚· Earthwork FD037 & FD046 Concrete Break Reports CB010, CB012 & ï‚· Reinforced Concrete CB021 â€“ CB023 Lateral Framing Inspection Reports LF020, ï‚· Lateral Framing LF021, LF026, LF026, LF043, LF044, LF075, LF077 & LF078 Adhesive Anchor Inspection Reports AA007 & ï‚· Proprietary Anchors AA018 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 B project. If we can be of further assistance, please contact the undersigned. B 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 #: 1849 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: 2069454.94 Square Feet: 19054 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 $8,796.62 Building Plan Review Table 4-2 $148.98 Building Permit Table 4-1 $13,762.46 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 $73,160.58 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. B Check #104500 Kristin Foster $8,796.62 03/08/2018 Alliant Capital Ltd. 18506 Bldg. B Check #104500 Kristin Foster $148.98 10/11/2018 Fidelity National Title check #26379 Launa Black $64,214.98 Outstanding Balance $0.00 Uploaded Files Date File Name 02/04/2020 6195089-1849_Bldg. B C of O.pdf 04/22/2019 4790665-1299_ 4-16-19 Fire Line Inspection Card.pdf 11/01/2018 4145043-1849_Villas Building Permit.pdf 03/09/2018 3141490-Commercial Application - Building B.pdf