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Home My WebLink About3318 185th Pl Ne Bldg O_BLD1861_2025 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 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA004 PERMIT #: Bld.O-1861 DATE: 3/20/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Dave Bufalini Item(s) Inspected Location Thickened Footing to Stem Wall Rebar Dowels Building O - One Connection, NW Corner Thickened Footing to Stem Wall Rebar Dowels Building O - One Connection, SW Corner Reference Drawing(s): RFI 7 Item(s) Inspected Comments Base Material Condition Sound Concrete Drill Bit Type Hollow Bit Roto-Hammer Hole Diameter Hole Diameter/Depth 3/4" X 4" Hole Cleanliness Acceptable Anchor Spacing/Edge Distance 5" On-Center Anchor Type Grade 60 Reinforcement Anchor Diameter/Length 5/8" x 40" Anchor Embedment 4" Adhesive Type Hilti Hit-HY 200-R Adhesive Expiration Date 9/2019 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: Work was found to conform to the above referenced RFI as well as the manufacturerâ€™s installation recommendations. 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 4 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA013 PERMIT #: O-1861, P-1862, CH-1864 DATE: 5/23/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Threaded Rod for HDU5 Holdowns BLD P, O (2) Bolt at West & East Party Wall & 1 at Center Wall Threaded Rod Anchor Bolt w/ 27" of Embed Depth for HDU5 Clubhouse, North Wall at Basketball Court West Side of Wall Threaded Rod for HDU5 Holdowns Clubhouse, 6 Bolts Total at Interior Shear Walls Reference Drawing(s): Engineer Revised Sketches Item(s) Inspected Comments Base Material Condition 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", 16" Anchor Embedment 9 to 10" Adhesive Type Hilti HY-200R Adhesive Expiration Date 12/19 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 anchor bolts were found to be in conformance with the engineers revised sketches 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 #: AA013 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The photo shows the framing contractor using compressed air to clean one of the drilled holes at the clubhouse. 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. 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 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB005 PERMIT #: Bld.N-1860, Bld.O-1861 DATE: 2/22/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building N, Stem Walls and Plinths Building O, Continuous Footings and Spread Footing for Plinth/Timber Post Sample Location: 1st Load, Stem Walls at West Half of the Building N Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.50 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 sk. 7/8", WRA, 50% HW Unit Weight, pcf (C138) NT Truck/Ticket # C114 / 218087 Air/Mix Temp.,Â°F (C1064) 31 / 62 TM01 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 11:16 AM Water Added on Job, gals 10 Time Sampled 12:15 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) 92386 7 03-01 53680 4.01 12.63 4250 TYPE 2: 92387 28 03-22 67330 4.01 12.63 5330 TYPE 3: 92388 28 03-22 68350 4.01 12.63 5410 TYPE 3: 92389 28 03-22 68350 4.01 12.63 5410 TYPE 4: 92390 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 as requested to inspect the concrete placement at the above-mentioned locations. The reinforcing steel and holdown anchor bolts were inspected prior and were found to be in conformance with the structural notes on sheet S1.1, Foundation notes on S2.6.1, Schedules on S3.1 and details on S4.1 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 4 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 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB005 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Snow was heavy for a short time. The contractor is shown placing and consolidating the concrete with the mixer truck discharging concrete into the boom pump hopper. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20527 67th Ave NE, Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB006 PERMIT #: 1864, 1861, 1848 DATE: 2/28/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Recreation Building Slab on Grade Exterior Breezeway Sample Location: Breezeway, Rec Building Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 15 Mix # 0260A6C Air Content, % (C231) 5.5 18 Mix Description Fiber Mesh, Air Entrained Unit Weight, pcf (C138) NT Truck/Ticket # C143 / 218428 Air/Mix Temp.,Â°F (C1064) 30 / 64 JM4 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 38/67 Quantity Placed, cy 15 Cure Method - Initial / Final Container / Water Tank Time Batched 7:27 AM Water Added on Job, gals 10 Time Sampled 8:20 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) 92583 7 03-07 65360 4.02 12.69 5150 TYPE 2: 92584 28 03-28 71360 4.02 12.69 5620 TYPE 2: 92585 28 03-28 75080 4.02 12.69 5920 TYPE 2: 92586 28 03-28 49050 4.02 12.69 3870 TYPE 2: 92587 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 to monitor placement of concrete for the locations referenced above. For the recreation building, the concrete was mixed with fiber mesh, which was verbally approved by CG Engineers. 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 4 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 Compressive Strength Test Report * Continuation PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB006 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Sample Location: Southern Half of Recreation Building Interior Slab on Grade Field Data: Truck/Ticket # C138 / 218436 Slump, in. (C143) 5.50 Time Batched 8:20 AM Air Content, % (C231) NT Time Sampled 8:58 AM Unit Weight, pcf (C138) NT Air Temperature,Â°F 33 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 63 Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 92588 7 03-07 59310 4.02 12.69 4670 TYPE 2: 92589 28 03-28 72060 4.02 12.69 5680 TYPE 2: 92590 28 03-28 70560 4.02 12.69 5560 TYPE 2: 92591 28 03-28 75490 4.02 12.69 5950 TYPE 2: 92592 Hold 00-00 0 0.00 0.00 0 Comments: Set 2 concrete placed at interior SOG for the recreation building, not entrained with air. The mix was provided by Miles and was design 02550C. A total of 160 cubic yards of this mix was placed. Sample Location: Building O Stem Walls and Plinth Bases and Building A Plinth and Perimeter Footings Field Data: Truck/Ticket # C188 / 218465 Slump, in. (C143) 6.00 Time Batched 12:07 PM Air Content, % (C231) NT Time Sampled 12:55 PM Unit Weight, pcf (C138) NT Air Temperature,Â°F 43 Water Added on Job, gals 5 Mix Temp.Â°F(C1064) 66 Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 92593 7 03-07 58440 4.02 12.69 4610 TYPE 2: 92594 28 03-28 72800 4.02 12.69 5740 TYPE 2: 92595 28 03-28 70330 4.02 12.69 5540 TYPE 2: 92596 28 03-28 73970 4.02 12.69 5830 TYPE 2: 92597 Hold 00-00 0 0.00 0.00 0 Comments: This set represents non-fiber mesh concrete placed for the locations referenced above. Miles mix design 02550C. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20527 67th Ave NE, Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 Concrete Compressive Strength Test Report * Continuation PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB006 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Placement of Concrete in Progress Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB013 PERMIT #: BLD-1861 DATE: 3/22/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building 0 Exterior Slab on Grade Sample Location: 1st Truck at 10 Cubic Yard Load Placed at the Buildings North Side Patios Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 19 Mix # 0260A6C Air Content, % (C231) 5.4 2 Mix Description 6sk. 7/8", Pea. WRA, AEA, 1% NC Unit Weight, pcf (C138) NT Truck/Ticket # CO59 / 615534 Air/Mix Temp.,Â°F (C1064) 46 / 59 TM06 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 30 Cure Method - Initial / Final Container / Water Tank Time Batched 7:19 AM Water Added on Job, gals 20 Time Sampled 8:22 AM Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 93549 7 03-29 49030 4.01 12.63 3880 TYPE 3: Exterior Mix 93550 28 04-19 70490 4.01 12.63 5580 TYPE 2: Exterior Mix 93551 28 04-19 68840 4.01 12.63 5450 TYPE 2: Exterior Mix 93552 28 04-19 69990 4.01 12.63 5540 TYPE 2: Exterior Mix 93553 Hold 00-00 0 0.00 0.00 0 Exterior Mix 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 as requested to inspect the placement of the concrete at the buildingâ€™s exterior slab on grade locations. The concrete was placed using a boom pump. 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 #: CB013 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The contractor is shown placing the concrete at one of the buildings north side patios. The contractor "wet-set" two number five bars at the patio's thickened edges. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB014 PERMIT #: BLD-1861 DATE: 3/22/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building O Interior Slab on Grade and Footings Sample Location: 1st Load placed at the Buildings West End Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 Sack 7/8", Pea, WRA, 1% NC Unit Weight, pcf (C138) NT Truck/Ticket # C189 / 219441 Air/Mix Temp.,Â°F (C1064) 48 / 57 TM06 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 60 Cure Method - Initial / Final Container / Water Tank Time Batched 8:15 AM Water Added on Job, gals 10 Time Sampled 9:06 AM Water Requested by Supplierâ€™s QC Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 93554 7 03-29 63910 4.01 12.63 5060 TYPE 3: Interior Mix 93555 28 04-19 73360 4.01 12.63 5810 TYPE 2: Interior Mix 93556 28 04-19 70790 4.01 12.63 5600 TYPE 2: Interior Mix 93557 28 04-19 75920 4.01 12.63 6010 TYPE 2: Interior Mix 93558 Hold 00-00 0 0.00 0.00 0 Interior Mix 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 as requested to inspect the concrete placement of the slab on grade and interior footings for Building O. The reinforcing steel was inspected on 3/21/19 and again prior to todayâ€™s pour and was placed in accordance with the project drawings. The concrete was placed using a boom pump. 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 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 0 0.00 0.00 0 Stripped on the date of casting* 94407 28 05-10 0 0.00 0.00 0 Stripped on the date of casting* 94408 28 05-10 0 0.00 0.00 0 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 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 #: CB022 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Concrete Placement 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 #: FD040 PERMIT #: 1861 DATE: 3/15/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Suzie Miller Compaction Of: Building O Subgrade 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/12 132.8 7.0 124.0 1 97 95 P 2 See Figure 1 TOG DT/12 139.7 7.2 130.4 1 103 95 P 3 See Figure 1 TOG DT/2 147.6 7.5 137.4 2 98 95 P 4 See Figure 1 TOG DT/12 145.0 8.3 133.8 2 95 95 P 5 See Figure 1 TOG DT/12 130.8 7.4 121.8 1 96 95 P 6 See Figure 1 TOG DT/12 129.4 5.4 122.9 1 97 95 P 7 See Figure 1 TOG DT/12 120.6 7.5 112.1 3 108 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4332A Select Barrow Lenz Enterprises (D-255) 127.2 9.6 17 ASTM D1557/D4718 2-4264A Select Barrow East Valley Sand and Gravel 140.8 7.0 36 ASTM D1557 3-4274A Poorly Graded Sand Native 103.7 13.4 3 None Gauge Make/Model/Serial#: Instrotek/3500/2082 M/D Standard Count: 408/3162 Comments: TOG - Top of Grade GeoTest was onsite, as requested to provide in-place density testing of the subgrade for Building O. Prior to GeoTestâ€™s arrival, all fill had been placed and compacted. It is GeoTestâ€™s understanding that several areas along the footing on the north side of the pad were excavated and new fill was placed. All tests met compaction requirements. 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 #: FD040 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1 - Approximate location of tests. Figure 2 - Building pad O, looking southwest. Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: IR003 PERMIT #: 1848, 1864, 1861 DATE: 2/27/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder INSPECTION OF: Clubhouse Building Slab on Grade, Building O Plinth Bases and Stem Walls, Building A Perimeter and Plinth Footings GeoTest on site for inspection of the recreation room slab on grade reinforcing steel. GeoTest received verbal confirmation from CG Engineers that #3 bar at 24" on center each way is acceptable for this slab. GeoTest inspected Building O stem walls as well as the plinth bases, which were built in accordance with details 7/S4.1 and 12/S4.1. The perimeter and plinth footings for building A were inspected according to the footing schedule on S3.1. Recreation Building Slab on Grade COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: IR003 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Plinth Base in Building O Stem Wall in Building O 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 Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: IR007 PERMIT #: 1861 DATE: 3/21/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Kevin Richardson INSPECTION OF: Reinforcing Steel for Building O - Slab-On-Grade and Interior Footings GeoTest performed a special inspection of reinforcing steel at the slab-on-grade for Building O. Reinforcement was found to conform with S3.1 and RFI #034. The slab is scheduled to be poured on 3/22/19. Contractor was made aware of our results while on site. Slab-On-Grade at Building O 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 4 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 #: LF009 PERMIT #: 1848, 1860, 1861, 1862. 1863, 1864 DATE: 4/11/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Walls: Sheathing Rec. Bld. at all Shear Wall Locations Except for SW2 Wall Shear Walls: Sheathing East Wall at Buildings N & O, West Walls at Buildings P & Q MST37 Straps Nailed to Wall Top Plate Building A (5) Locations, ADA Units Closets 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 See Comments Panel edges bear on framing members All Edges Were 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 Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148", 2-1/4", Per 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 shear wall sheathing and straps at the above locations. 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 #: LF009 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The MST37 straps were fastened to the wall top plate using 148 X 2-1/2" nails. In this picture, the door on the left is not shown on the structural drawings. The contractor will reach out to the project engineer regarding moving the holdown location to the other side of the door. The sheathing and the nailing of the sheathing at the locations mentioned in this report were found to be in conformance with the structural drawings. The contractor plans to sheath the interior side of the SW2 shear wall at the buildings east side 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 #: LF010 PERMIT #: 1848, 1861 DATE: 4/16/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Buildings A (All 2nd Floor Locations Except. Rim) Floor Diaphragm: Sheathing Building O, 3rd Floor Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated T&G OSB, 23/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4", 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 and at the locations mentioned. GeoTest was on site as requested to inspect the above items. The sheathing and fasteners at the above-mentioned locations 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 #: LF012 PERMIT #: 1860, 1861, 1863 DATE: 4/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building N, Level 2 Walls at Each of (3) Stair Locations Shear Wall Sheathing Building O, Level 2 Walls at Each of (3) Stair Locations Post Bolted Connections to Foundation Embed Building Q, 1st Level at (6) C8 Column 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 Walls Were Inspected Prior to Being Installed Into Building Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148, 2-1/4", 6 & 12" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: Geotest was on site as requested to inspect the above items. The items inspected 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 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF012 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Post Connection: One of the six columns to foundation connections at Building Q. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF018 PERMIT #: 1848, 1861 DATE: 5/1/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building A, 3rd Floor Entry (Stair) Walls Floor Diaphragm Sheathing Building O, 3rd Floor Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing/Stirdi-Floor, 15/32" - 23/32", Exp.1 Shear wall/diaphragm length, location Diaphragm 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, 2-1/2" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: Geotest was on site as requested to inspect the above items. The items listed on this report were found to conform with the 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 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF018 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 This picture shows an SW6 shear wall prior to standing at a third level entry (stair) of Building A. 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 #: LF032 PERMIT #: 1861, 1852 DATE: 5/31/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Diaphragm Sheathing Building O Roof, and Building E - 3rd Floor Verification of Items on Engineer Report Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Per Plan 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 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", 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. See the following page for additional comments. The items noted in this report were found to conform to 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 #: LF034 PERMIT #: 1852, 1861 DATE: 6/4/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building E, 3rd Floor Entry Walls Shear Wall Sheathing and Straps Building O, 1st, 2nd and 3rd Floors (In Progress) 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 Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4" 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 items noted above. Building E, 3rd-floor entry walls were constructed as detailed. See the following page for Building O, southwest 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. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF034 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Building O: Areas that had an item which will need to be addressed were marked with red arrows and the issue was written at the location with a paint pen. GeoTest will return to verify the marked items have been addressed as scheduled. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF039 PERMIT #: 1861, 1863 DATE: 6/11/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing and HD Strapping (Reinspection) Building O, All Exterior Shear Walls Final Framing and Interior Shear Walls (Reinspection) Building Q, All 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 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 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 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 exterior sheathing at Building O is in accordance 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 #: LF039 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Building Q Final Framing: The contractor has addressed the framing items in GeoTest's Lateral Framing Inspection Report LF035, dated 6-5-2019. In addition to the above items, the contractor has removed the 2nd and 3rd level floor joist in the rooms adjacent to the center entry; these were spaced at 16" on center and were replaced at the correct spacing of 12" on center. Framing and interior shear wall sheathing at Building Q is complete and has been found to be in accordance with the project drawings. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF050 PERMIT #: J-1856, O-1861 DATE: 6/27/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Framing Building O, All 1st Level Locations Shear Wall Sheathing Building J, 3rd Floor 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 Per Plan Panel edges bear on framing members SWâ€™s are 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 Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush 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. Building Jâ€™s 3rd-floor entry wall was per plan. The framing at Building O is in progress. 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 #: LF064 PERMIT #: 1855, 1856, 1857, 1859, 1861 DATE: 7/22/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Sean Rogerson Item(s) Inspected Location Shearwall Sheathing (Nailing, Sheathing) Building J & H Entry Walls, Level 1 Shearwall Sheathing (Nailing, Sheathing) Building K Entry Walls, Level 3 Shearwall Sheathing (Nailing, Sheathing) Building M Entry Walls, Level 2 Previously Noted Discrepancies Building O, Entire Building Reference Drawings: Approved Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue 15/32" APA Rated OSB, Exposure 1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Acceptable 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 SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Acceptable Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other Previous GeoTest Reports/Ongoing Inspection Checklist The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site to provide special inspection of lateral framing items as noted above. All items were found to be in conformance with the project plans. Building O had been previously inspected and at this time all remaining checklist items are complete. 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 Arlington - BLD O JOB #: 18-0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 9-11-2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1861 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington - BLD O project located in Arlington, Washington. GeoTestâ€™s services took place from October 9, 2018 through September 11, 2019. Our testing and inspections included the following scope of work: TEST/INSPECTION ITEM REFERENCE â€¢ Earthwork Field Density Moisture Report FD040 Concrete Break Reports CB005, CB013 & â€¢ Reinforced Concrete CB014 and Inspection Reports IR003 & IR007 Lateral Framing Inspection Reports LF009, â€¢ Lateral Framing LF010, LF012, LF015, LF018, LF020, LF032, LF034, LF039, LF050 & LF064 Adhesive Anchor Inspection Reports AA004, â€¢ Proprietary Anchors AA013 & 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 Arlington - BLD O 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 #: 1861 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: 2071084.09 Square Feet: 19069 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 $8,802.10 Building Plan Review Table 4-2 $149.08 Building Permit Table 4-1 $13,771.04 Park - Community MF Multi-family $26,946.00 State Surcharge - add'l DU Residential Additional Units $36.00 Processing/Technology $25.00 State Surcharge - Commercial Commercial Only $25.00 Traffic Mitigation - C/MF Commercial/Multi-family $23,420.52 Total $73,174.74 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. O Check #104500 Kristin Foster $8,802.10 10/11/2018 Fidelity National Title check #26379 Launa Black $64,372.64 Outstanding Balance $0.00 Uploaded Files Date File Name 12/23/2019 6021824-Villas Bldg. O C of O.pdf 04/22/2019 4790732-1299_4-16-19 FL Inspection Bldg A,O,N.pdf 11/01/2018 4145078-1861_Villas Building Permit.pdf 03/09/2018 3141674-Commercial Application - Building O.pdf SUBMITTAL REVIEW â–¡ NO EXCEPTION TAKEN â–¡âœ” MAKE CORRECTION NOTED â–¡ REJECTED â–¡ REVISE AND RESUBMIT â–¡ SUBMIT SPECIFIED ITEM THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR REMAINS RESPONSIBLE FOR FULL COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. DIMENSIONS AND QUANTITIES WERE NOT REVIEWED AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. BY Morgan Kruse DATE 12/07/18