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Home My WebLink About3318 185th Pl Ne Bldg Q_BLD1863_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 #: AA001 PERMIT #: 1863 DATE: 3/4/2019 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 Q - One Connection, Northwest Corner Reference Drawing(s): RFI 7 Item(s) Inspected Comments Base Material Condition Sound Concrete Drill Bit Type Hilti Hollow Drill Bit Hole Diameter/Depth 3/4" X 6" Hole Cleanliness Hilti Vacuum System Anchor Spacing/Edge Distance Per Plan Anchor Type Grade 60 Reinforcement Anchor Diameter/Length 5/8" X 42" Anchor Embedment 6" Adhesive Type Hilti Hit-HY 200 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 manufacturers 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 #: AA014 PERMIT #: 1857, 1858, 1863, 1862 DATE: 5/30/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Interior Wall Footing Reinforcing Steel Dowels Building K and L at Perimeter Foundation Intersections Holdown Anchor Bolts (5/8" X 14" w/9" Embed) Building Q and P, Center Party Wall (Non-Entry Side of Wall) Reference Drawing(s): RFI #7, Structural Drawings Item(s) Inspected Comments Base Material Condition Satisfactory , Dry Concrete. 57Âº Drill Bit Type Carbide Tip, Rotor Hammer w/Vacuum Hole Diameter/Depth 3/4" X 4" Hole Cleanliness Clean - Flushed with Water Until Clear/Brushed/Flushed Anchor Spacing/Edge Distance Per Plan Anchor Type Grade 60 Deformed Reinforcing Steel Anchor Diameter/Length 5/8", 44" Anchor Embedment 4" Adhesive Type Hilti HY200 R Adhesive Expiration Date 9/2019 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 epoxied dowels. The above dowels were found to conform with the project structural drawings and RFI #7. The dowels 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA018 PERMIT #: 1848, 1849, 1850, 1863 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 #: CB002 PERMIT #: 1864, 1863 DATE: 1/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Erik Fulmer Placement Location: Clubhouse Stem Walls, Building Q Sample Location: Second Truck, Mid Load at Approximately 15 Cubic Yards Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 7.50 20 Mix # 02550C Air Content, % (C231) NT NA Mix Description 5.5 Sack, M9 POLY 997 Unit Weight, pcf (C138) NT NA Truck/Ticket # C186 / 614985 Air/Mix Temp.,Â°F (C1064) 49 / 60 EF1 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 54/73 Quantity Placed, cy 77 Cure Method - Initial / Final Container / Water Tank Time Batched 11:52 AM Water Added on Job, gals 5 Time Sampled 12:25 PM Water Requested by Truck Driver Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 91436 7 01-24 54260 4.01 12.63 4300 TYPE 2: 91437 28 02-14 66390 4.01 12.63 5260 TYPE 2: 91438 28 02-14 70490 4.01 12.63 5580 TYPE 2: 91439 28 02-14 71540 4.01 12.63 5660 TYPE 2: 91440 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 provide sampling and testing of concrete placed. Concrete was placed via pump truck and was mechanically consolidated. AMENDED 2/15/19: Remarks regarding additional cylinders were remove as they were not applicable. 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 2 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB003 PERMIT #: 1862,1863 DATE: 1/24/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building Q Perimeter Stem Wall, Building P Continuous Wall Footings and Column Plinth Pads Sample Location: 1st Load, Place at the Stem Walls on the West Half of Building Q Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.50 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5sk. 7/8", WRA, 50% HW Unit Weight, pcf (C138) NT Truck/Ticket # C137 / 217512 Air/Mix Temp.,Â°F (C1064) 51 / 69 TM01 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 45/65 TM01 Quantity Placed, cy 70 Cure Method - Initial / Final Container / Moist Room Time Batched 11:16 A.M Water Added on Job, gals 8 Time Sampled 12:10 P.M Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 91679 7 01-31 61820 4.01 12.63 4890 TYPE 2: 91680 28 02-21 74990 4.02 12.69 5910 TYPE 3: 91681 28 02-21 75190 4.02 12.69 5930 TYPE 2: 91682 28 02-21 72560 4.02 12.69 5720 TYPE 3: 91683 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 locations. The reinforcing steel was in place and was found to be in conformance with the project structural drawings. The holdown anchor bolts were tied in place with the required embedment at building P continuous footing and the sill plate anchor bolts at building Q were wet set in the stem wall 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 #: CB003 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The photo was taken looking west down building P north side. As requested by the Arlington City Inspector: GeoTest verified that the reinforcement for Building's Q (and Building P) plinths was in place as detailed plus the contractor has placed additional vertical dowels for larger embed ties. 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 #: CB004 PERMIT #: 1862, 1863, 1860 DATE: 1/31/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building P, Stem Walls and Plinths Building Q, Plinths Building N, Perimeter Wall Footings and Plinth Footings Sample Location: 1st Load Placed at Building P, Stem Walls and Plinths West Half of Building Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.75 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5sk. 7/8", Pea. WRA Unit Weight, pcf (C138) NT Truck/Ticket # C116 / 615146 Air/Mix Temp.,Â°F (C1064) 52 / 62 TM02 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 37/71 TM02 Quantity Placed, cy Cure Method - Initial / Final Container / Water Tank Time Batched 11:47 A.M Water Added on Job, gals 15 Time Sampled 12:33 P.M Water Requested by Concrete Contrac Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 91861 7 02-07 54230 4.01 12.63 4290 TYPE 2: 91862 28 02-28 0 0.00 0.00 0 91863 28 02-28 0 0.00 0.00 0 91864 28 02-28 0 0.00 0.00 0 91865 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 locations. The reinforcing steel was in place and was found to be in conformance with project structural drawings. The concrete was placed using a boom pump and was mechanically consolidated. 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 2 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 #: CB004 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo shows the contractor placing and consolidating the concrete at Building P footings. Photo of the continuous footing reinforcement with one of the 'UFER' electrical grounding bars tied to one of the footing's continuous bars. Two of these were installed at the building's east end. 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 #: CB007 PERMIT #: 1863 DATE: 3/4/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Placement Location: Building Q - Exterior and Interior Slabs on Grade Sample Location: Second Truck, Mid-Pour, Directly From Chute, Exterior Slabs Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.50 9 Mix # 260A6C Air Content, % (C231) 5.5 1 Mix Description 6 SK, 7/8" Agg, Pea, MBAE 90, MB Poly 997, MB NC 534. Hot Water Unit Weight, pcf (C138) NT Truck/Ticket # C142 / 615268 Air/Mix Temp.,Â°F (C1064) 29 / 49 TC1 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 25/75 Quantity Placed, cy 30 Cure Method - Initial / Final Container / Water Tank Time Batched 7:37 AM Water Added on Job, gals 0 Time Sampled 8:30 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 92696 7 03-11 65940 4.01 12.63 5220 TYPE 2: Set 1 92697 28 04-01 78650 4.00 12.57 6260 TYPE 2: Set 1 92698 28 04-01 75600 4.00 12.57 6010 TYPE 2: Set 1 92699 28 04-01 78380 4.00 12.57 6240 TYPE 2: Set 1 92700 Hold 00-00 0 0.00 0.00 0 Set 1 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 was on-site as requested to provide concrete testing, inspection, and placement observation for the above locations. Concrete was placed via pump truck for both exterior and interior slabs on grade (two mix designs). Concrete was mechanically consolidated and hand finished. An additional sample was taken for the second mix design for the interior slab (Set 2). COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 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 #: CB007 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Sample Location: Fifth Truck, Mid-Pour, Directly from Chute, Eastern Half of Interior Slab Field Data: Truck/Ticket # C013 / 218555 Slump, in. (C143) 7.00 Time Batched 8:36 AM Air Content, % (C231) NT Time Sampled 9:20 AM Unit Weight, pcf (C138) NT Air Temperature,Â°F 32 Water Added on Job, gals 10 Mix Temp.Â°F(C1064) 61 Water Requested by Miles Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 92701 7 03-11 59430 4.01 12.63 4710 TYPE 2: Set 2 92702 28 04-01 71170 4.00 12.57 5660 TYPE 2: Set 2 92703 28 04-01 68350 4.00 12.57 5440 TYPE 2: Set 2 92704 28 04-01 69980 4.00 12.57 5570 TYPE 2: Set 2 92705 Hold 00-00 0 0.00 0.00 0 Set 2 Comments: This second set is of a different mix design meant for the interior slab on grade (Mix code: 2550C) . Both mixes have the same compressive strength requirement. This 5.5 sack mix contained 7/8" aggregate, pea gravel, MB Poly 997, MB NC 534, and hot water. 70 cubic yards of this mix were placed for the interior slab. Sample Location: Field Data: Truck/Ticket # / Slump, in. (C143) Time Batched Air Content, % (C231) Time Sampled Unit Weight, pcf (C138) Air Temperature,Â°F Water Added on Job, gals Mix Temp.Â°F(C1064) Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 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 #: CB007 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Figure 1. One of Building Q's exterior slabs on grade following placement and hand finishing of concrete (looking southwest). Figure 2. The placement and finishing process of concrete for Building Q's interior slab on grade (looking west). 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 #: CB008 PERMIT #: 1848, 1850 DATE: 3/7/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building A Stem Walls and Plinth Bases, Building C Perimeter and Plinth Footings Sample Location: Building A Stem Wall, Northeast Quadrant Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 15 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 Sack 7/8" Aggregate Unit Weight, pcf (C138) NT Truck/Ticket # C116 / 615309 Air/Mix Temp.,Â°F (C1064) 34 / 61 JM6 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 32/70 Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 7:26 AM Water Added on Job, gals 7 Time Sampled 8:15 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) 92810 7 03-14 56110 4.01 12.63 4440 TYPE 2: 92811 28 04-04 0 0.00 0.00 0 92812 28 04-04 0 0.00 0.00 0 92813 28 04-04 0 0.00 0.00 0 92814 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection NT n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest on site for inspection of concrete placed at the locations referenced above. Verified clearances prior to placement. All items inspected were in conformance with 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 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 #: CB008 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Placement of Concrete 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 #: IR004 PERMIT #: 1863 DATE: 3/4/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Dave Bufalini INSPECTION OF: Reinforcement - Slab-on-Grade and Thickened Footings - Building Q GeoTest was on-site to observe the reinforcement at the above-referenced location. Reinforcement was in-place, secure and found to conform to all applicable General Notes, Beam Schedule, Lap Splice Schedule as well as RFI 7 and RFI 34. 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 #: LF001 PERMIT #: BLD-1862, BLD-1863 DATE: 3/22/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Straps Beam to Top Plate Building P and Q, Level 1 ADA Units Floor Diaphragm, Sheathing Building Q, Level 2 Reference Drawings: Notes on S1.1, S1.2 and S2.1.1 and Details on S5.1 Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, T & G, 23/32", Exp.1 Shear wall/diaphragm length, location At Above Locations 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 See Comments .148 X *2-1/4" (Drawings Call for .148 X 3") Pneumatic or mechanically driven fasteners conform Nail heads driven flush Adequate 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: See comments on page 2. AMENDED 4/19/19: GeoTest was provided with RFI 044 accepting the use of .148 x 2.25" nails at glued down diaphragms. 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 #: LF001 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 GeoTest was on site as requested to inspect the above items. *The drawings call for the floor sheathing to be nailed using 10d common nails - .148" X 2-1/4 were used, Engineer approval pending. MST37 strap nailed to the top plate. For the ADA units added support beam connections. Nails connecting the diaphragm sheathing to an interior shear wall (blocking) spaced at 6" on center per plan. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF001 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 The photo was taken looking east across Building O 2nd level floor sheathing. 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 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF002 PERMIT #: BLD.1862 BLD.1863 DATE: 3/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building P, 2nd Level Shear Wall: Sheathing (Inspected Prior to Dens-Glass) Buildings P and Q, 1st Floor Stairway Walls Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D.Fir 2 Structural panel grade and thickness, glue Walls: Struct. 1, 15/32", Exp.1 / Floor: Rated Sheathing, 23/32", Exp.1 Shear wall/diaphragm length, location At Above Locations 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" (Nail Size is Acceptable Per Engineerâ€™s Email Dated 3/25/19) Pneumatic or mechanically driven fasteners conform Nail heads driven flush Adequate Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the items mentioned above. The items listed above were found to be in conformance with the approved 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 4 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 20527 67th Ave NE, Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF002 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Stairway Type SW6 Shear Wall Sheathing 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 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF003 PERMIT #: 1862 & 1863 DATE: 3/27/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Buildings P and Q, 2nd Level Stairway 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 At Above Locations Per Plan Panel edges bear on framing members Sheathing 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 .148 x 2-1/4", Per SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Adequate 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 shear walls prior to the installation of the Dens-Glass wallboard. The sheathing and fasteners 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 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 #: LF004 PERMIT #: BLD-1863 DATE: 3/29/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building Q, 2nd Level Perimeter 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 Panel edges bear on framing members Walls 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 .148" x 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 nailing of the sheathing was in progress. The above items were being installed as detailed in the structural drawings. A final inspection is required and GeoTest will return upon request. 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 #: LF007 PERMIT #: 1862 and 1863 DATE: 4/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing and Fasteners Buildings P and Q, 3rd Level Reference Drawings: S1.1, S1.2, S2.1.1, S2.1.2, S5.1, S5.2 Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 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", 2-1/4", 6" and 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 third level floor sheathing was 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 #: LF007 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 This photo was taken facing east standing on the west end of the 3rd-floor deck LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF008 PERMIT #: 1864. 1863 DATE: 4/10/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Walls: Sheathing Building Q, 3rd Level Walls at the 3 Stairs Shear Walls: Sheathing Rec. Building: Building North Walls Diaphragm: Sheathing Rec. Building Roof 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 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 & RFI #44 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 sheathing at the locations mentioned above. The above sheathing and fasteners were found to conform with the 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 #: 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 #: 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 #: LF013 PERMIT #: 1848, 1863 DATE: 4/22/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing and Straps Building Q, Exterior Wall, Level 1, 2 & 3 Shear Wall Sheathing Building A, (Level 2) Walls at 3 Stairs 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 Panels Were Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Only Exterior Side of Wall was Inspected 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 SW Schedule & EORâ€™s EMail Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Floor to Floor Straps Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. See the following page for comments. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF013 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The photo shows the north side of building Q The nailing of the sheathing and the installation of the floor to floor holdown straps at building Q were in progress. The contractor will schedule a follow-up inspection when the in-progress items are complete. The stair walls at the second level of building A were per plan. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF014 PERMIT #: 1860, 1862, 1863 DATE: 4/23/2019 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, 3rd Level Stair Walls Shear Wall Sheathing and Straps (In Progress) Building P and Q: Levels 1, 2 & 3 Exterior Shear Walls Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32" . EXP.1 Shear wall/diaphragm length, location Panel edges bear on framing members 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", Per Plan & RFI #44 Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location In Progress 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 continued comments. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF014 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The stair wall sheathing at building Nâ€™s three stairs was found to conform with the project drawings. The exterior shear wall at buildings P and Q were found to be still in progress. GeoTest walked both buildings with the framing contractor and determined the walls were not complete and that they need to conduct an inspection themselves prior to scheduling us to return for a follow-up inspection for these walls. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF019 PERMIT #: 1863 DATE: 5/2/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Roof Diaphragm Sheathing Building Q 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 Where Required Diaphragm chord, drag strut, braces and related Gable End Will be Braced Per Option B (3 on S6.1) no Brace Blocking 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" 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 sheathing at building Q roof. All items found were addressed prior to GeoTestâ€™s departure. 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 #: LF035 PERMIT #: 1863 DATE: 6/5/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear and Bearing Walls Interior Framing Buliding Q, Floors 1 to 3 Shear Wall Sheathing Building Q, Floors 1 to 3 Interior Shear 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 at Above Locations Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Per Plan at the Above Locations Connection of blocking to wall top plates A35 Clips 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 SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Per HD Schedule and Projects Plan View Drawing 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: Amended 6-14-2019: Please see GeoTestâ€™s Lateral Framing Inspection report LF039, dated 6-11-2019 for reinspection conformance. 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 #: LF035 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 GeoTest was on site as requested to inspect the above items. At Building Q, there were missing nails, break in top plates and trade damage. The contractor was notified of these items. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF037 PERMIT #: 1852, 1853, 1863 DATE: 6/7/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building F, 3rd Level Shear Walls: Sheathing Building E, 1st Level Entry Walls Final Framing (In Progress Inspection) Building Q, 1st, 2nd & 3rd Levels Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D-Fir #2 Structural panel grade and thickness, glue Per Plan Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per Framing Notes and SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The items listed on this report were found to be in conformance with the project drawings. Building Q is in progress. A follow-up inspection is required. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF038 PERMIT #: 1851, 1853. 1862, 1863 DATE: 6/10/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Buildings D and F, 3rd Floor Entry Walls Final Framing (In Progress Inspection) Building P, 1st Floor and Building Q all Levels Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Per SW Schedule Shear wall/diaphragm length, location As Detailed Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related As Detailed Connection of blocking to wall top plates A35 and LTP4 Clips Were in Place Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Per SW Schedule Nail diameter, length, number of lines, spacing Per SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location HDU, Per Plan Lag bolts/proper hole size At Stair Stringer to Landing Connections Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. See below for additional comments. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF038 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Many of the stud packs, which the holdown straps are connected to, were not nailed together per detail 3 on sheet S5.1 Some of the blocks connecting to the first joist were toenailed but the drawings require three 131 X 3" nails through the joist and into the end of the blocking. The contractor is in the process of adding the nails in accordance with detail 3 on sheet S5.2 of the project drawings. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF038 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Building Q: West End Wall Plate Damage: The top and bottom plates were damaged with drilled holes. The contractor has added CS16 strap at these damaged locations as per the project engineer directions. Along with the above three items, the floor joists adjacent to the center entry were installed at 16" on center, but the drawings require the joist at these locations to be spaced at 12" on center. The contractor will address this item. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: 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. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at Arlington - BLD Q JOB #: 18-0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 9-11-2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1863 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington - BLD Q 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 Field Density Moisture Reports FD014, FD016, â€¢ Earthwork FD017 & FD019 Concrete Break Reports CB002 â€“ CB004 & â€¢ Reinforced Concrete CB007 and Inspection Reports IR002, IR004 & IR005 Lateral Framing Inspection Reports LF001 â€“ â€¢ Lateral Framing LF004, LF007 â€“ LF009, LF012 â€“ LF015, LF019, LF035 & LF037 â€“ LF039 Adhesive Anchor Inspection Reports AA001 & â€¢ Proprietary Anchors AA014 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 Q 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 #: 1863 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: 2067934.40 Square Feet: 19040 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 $8,791.51 Building Plan Review Table 4-2 $148.88 Building Permit Table 4-1 $13,754.44 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 $73,147.35 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. Q Check #104500 Kristin Foster $8,791.51 10/11/2018 Fidelity National Title check #26379 Launa Black $64,355.84 Outstanding Balance $0.00 Uploaded Files Date File Name 12/23/2019 6021872-Villas Bldg. Q C of O.pdf 04/22/2019 4790747-1299_4-15-19 FL Inspection Bldg Q.pdf 11/01/2018 4145080-1863_Villas Building Permit.pdf 03/09/2018 3141700-Commercial Application - Building Q.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 11/21/18