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Home My WebLink About3318 185th Pl Ne Bldg P_BLD1862_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 #: AA002 PERMIT #: 1862 DATE: 3/5/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Item(s) Inspected Location Building P Footing Stem Wall - Footing at All Locations of Building P Reference Drawing(s): RFI 7 Item(s) Inspected Comments Base Material Condition Concrete, dry Drill Bit Type Hollow Bit Roto-hammer Hole Diameter/Depth 3/4" X 4" Hole Cleanliness Clean Anchor Spacing/Edge Distance 5" On-Center Anchor Type #5 Rebar Anchor Diameter/Length 5/8" Anchor Embedment 4" Adhesive Type Hilti HY 200 Adhesive Expiration Date 9/2019 Adhesive ICC-ES Report 3187 and 3963 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest on site for inspection of the epoxied bar for the above-referenced locations. Reviewed hole depth, spacing, and size in accordance with RFI 7. Verified cleanliness prior to epoxy installation. 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 #: 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. 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 5.5 Sack 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. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB009 PERMIT #: 1862 DATE: 3/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Slab on Grade, Building P Sample Location: Exterior Patios of Slab on Grade, Middle of Truck Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.50 15 Mix # 0260A6C Air Content, % (C231) 5.5 18 Mix Description 7/8" Agg. Unit Weight, pcf (C138) NT Truck/Ticket # C116 / 615313 Air/Mix Temp.,Â°F (C1064) 33 / 58 JM6 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 35/63 Quantity Placed, cy 20 Cure Method - Initial / Final Container / Water Tank Time Batched 7:16 AM Water Added on Job, gals 0 Time Sampled 8:00 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 92956 7 03-15 58940 4.01 12.63 4670 TYPE 2: 92957 28 04-05 75120 4.00 12.57 5980 TYPE 2: 92958 28 04-05 75580 4.00 12.57 6010 TYPE 2: 92959 28 04-05 74960 4.00 12.57 5960 TYPE 2: 92960 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 for the Building P slab on grade. Verified final clearances and debris removal prior to concrete activities. All items inspected were in conformance with approved plans and drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 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 Compressive Strength Test Report * Continuation PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB009 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Sample Location: Interior Slab on Grade, West Half, Middle of Truck Batch Field Data: Truck/Ticket # C060 / 615316 Slump, in. (C143) 6.00 Time Batched 8:06 AM Air Content, % (C231) NT Time Sampled 9:10 AM Unit Weight, pcf (C138) NT Air Temperature,Â°F 35 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 60 Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 92961 7 03-15 54430 4.01 12.63 4310 TYPE 2: 92962 28 04-05 72320 4.00 12.57 5750 TYPE 2: 92963 28 04-05 67290 4.00 12.57 5350 TYPE 2: 92964 28 04-05 74150 4.00 12.57 5900 TYPE 2: 92965 Hold 00-00 0 0.00 0.00 0 Comments: This set represents Miles mix 02550C, which is not entrained with air. 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) Concrete Compressive Strength Test Report * Continuation PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB009 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Concrete Placement and Consolidation in Progress 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD036 PERMIT #: 1853, 1854, 1862 DATE: 3/4/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Compaction Of: Building Pads F, G, and P Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 See Figure 1 TOG DT/12 127.3 10.8 114.9 1 102 95 P 2 See Figure 1 TOG DT/12 117.9 9.1 108.1 1 96 95 P 3 See Figure 1 TOG DT/12 126.8 12.4 112.8 1 100 95 P 4 See Figure 1 TOG DT/12 120.9 9.6 110.3 1 98 95 P 5 Building F, Eastern Third TOG DT/12 135.2 6.7 126.6 2 100 95 P 6 Building F, Middle Third -.5 DT/12 132.2 8.1 122.2 2 96 95 P 7 Building G, NW Quadrant -2 DT/12 132.6 5.9 125.2 2 98 95 P 8 Building G, NE Quadrant -2 DT/12 131.3 6.7 123.1 2 97 95 P 9 Building G, SE Quadrant -2.5 DT/12 129.9 6.9 121.5 2 96 95 P 10 Building G, SW Quadrant -2.5 DT/12 131.0 7.1 122.3 2 96 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4282A SP Native 112.6 13.9 5 ASTM D1557/D4718 2-4332A SP with Gravel Lenz Enterprises Pit (D-255) 127.2 9.6 17 ASTM D1557/D4718 3- 0.0 None Gauge Make/Model/Serial#: Instro/3500/2082 M/D Standard Count: 403/3174 Comments: Please see page 2 for comments. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD036 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 TOG -Top of Grade GeoTest was on-site as requested to provide in-place density testing at the above locations. All locations and elevations are approximate and were provided by the contractor. Tests 1 - 4 were taken at the request of the contractor on Building Pad P (Figure1). Prior to our arrival, the soil in these areas had been re-worked and compacted with a plate compactor, per the contractor. The material that was tested was comprised of mostly native fill. Tests 5-10 were taken on imported, graded, and compacted structural fill for Building Pads F and G. Compaction was achieved in these areas with a single-drum vibratory roller. All tests taken on this date met compaction requirements. These compacted soils exhibited firm and unyielding conditions with optimum moisture contents. GeoTest will return for further inspection and observation as requested. Figure 1. In-place density testing locations of re-worked structural fill for Building P. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: IR006 PERMIT #: 1862 DATE: 3/7/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder INSPECTION OF: Slab on Grade, Building P Comments: GeoTest on site for inspection of the building P slab on grade. Reviewed reinforcing steel in accordance with RFI 34, which approves substituting wire mesh with #3 rebar spaced at 18" on center each way. Work was found to conform with the approved plans and specifications. 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 #: 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 #: 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 #: 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 #: LF021 PERMIT #: 1849, 1850, 1862 DATE: 5/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building C, 3rd Floor Shear Wall Sheathing Building B, 3rd Floor Entry Walls (Each Side of Stairs) Roof Diaphragm: Sheathing Building P Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing (Sturd-I-Floor at Building B), 15/32" (23/32 at Bld B) Exp.1 Shear wall/diaphragm length, location Per Plan at Above Locations Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" X 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: Geotest was on site as requested to inspect the above items. All items found were corrected prior to our leaving the project. Sheathing and fasteners were per plan. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF021 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo of Building (P) roof was taken looking east across the south half. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: 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 #: LF041 PERMIT #: 1862 DATE: 6/13/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing and Interior Shear Wall Sheathing Building P, 3rd Floor Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Rated Sturd-i-Floor, 23/32" (SW-15/32") , T&G, Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Clips are in Progress Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to conduct a final framing inspection at the above locations. The above locations are in progress, these locations will need to be reinspected prior to cover. 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 #: LF042 PERMIT #: 1862 DATE: 6/14/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing and Interior Shear Walls Building P, Floors 2 and 3 Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Per Plan Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Clips are in Per SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated 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 above interior framing and shear wall sheathing have been found to conform 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. 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 Soil Observation Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: SO010 PERMIT #: 1862 DATE: 3/1/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder OBSERVATION OF: Building P Slab Sub-base GeoTest on site for inspection of the sub-base for the building P Slab on Grade. The contractor had placed a mix of various soils with varied proctors, as such the ground was probed with a 3/8" T-probe. Soils appeared to be firm and stable with an average penetration of about 4" into the subgrade. Soils of the Sub-base for Building P 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. GeoTest's representatives are on-site to observe, test and provide recommendations. The Contractor retains sole responsibility for the methods, operations and sequences of construction, including obtaining approval from the design authority and owner prior to proceeding with any change in the work scope and/or any associated costs. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at Arlington - BLD P JOB #: 18-0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 9-11-2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1862 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington - BLD P 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, FD019, â€¢ Earthwork & FD036 and Soil Observation Report SO010 Concrete Break Reports CB003, CB004 & â€¢ Reinforced Concrete CB009 and Inspection Report IR009 Lateral Framing Inspection Reports LF001 â€“ â€¢ Lateral Framing LF003, LF007, LF009, LF014, LF015, LF021, LF038, LF041 & LF042 Adhesive Anchor Inspection Reports AA002, â€¢ Proprietary Anchors AA013 & 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 P 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. Sieve Analysis Test Report - ASTM C136/C117 6 in. 3 in. 2 in. 1Â½ in. 1 in. Â¾ in. Â½ in. 3/8 in. #4 #10 #20 #30 #40 #60 #100 #140 #200 100 WSDOT-16 9-03.14(2) Select Borrow 90 80 70 60 50 40 PERCENT FINER 30 20 10 0 100 10 1 0.1 GRAIN SIZE - mm. % Gravel % Sand % Fines % +3" Coarse Fine Coarse Medium Fine Silt 0 5 42 11 22 15 5 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) WSDOT 9-03.14(2) Select Borrow 6" 100 99 - 100 Structural fill material 3" 100 75 - 100 poorly graded sand with silt and gravel 1-1/2" 100 Atterberg Limits 3/4" 95 PL= LL= PI= 5/8" 91 1/2" 84 Coefficients 3/8" 74 D90= 15.3228 D85= 13.1481 D60= 6.2296 1/4" 61 D50= 4.1113 D30= 0.8428 D15= 0.2961 #4 53 D10= 0.1946 Cu= 32.02 Cc= 0.59 #10 42 Classification #20 30 USCS= AASHTO= #40 20 0 - 50 #60 13 Remarks #100 8 Sample does not meet gradation but meets SE spec. #200 5.4 0.0 - 10 Percent Passing #200 based on #4: 10.2% (Spec: 5% Max) Sand Equivalent: 37 (Spec: 30 min) * WSDOT-16 9-03.14(2) Select Borrow Location: East Valley Sand & Gravel - East Valley Sand & Gravel Pit (D-355) Sample Number: 4327A Date: 2-6-19 Client: Villas at Arlington Partners LLC Project: The Villas at Arlington 18506 Smokey Point Boulevard, Arlington, WA, 98223 This report may not be reproduced, except in full, without the prior written approval of GeoTest Services, Inc.Project No: 18-0760 Figure SP007 Tested By: JP/AH Checked By: BF Moisture-Density (Proctor) Test Report 145 142.5 6.9%, 142.0 pcf 7.2%, 141.0 pcf 140 Dry density, pcf 137.5 135 ZAV for Sp.G. = 2.75 132.5 3 4.5 6 7.5 9 10.5 12 Water content, % - Rock Corrected - Uncorrected Test specification: ASTM D 1557-12 Method C Modified ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Classification Nat. % > % < Sp.G. LL PI Depth USCS AASHTO Moist. 3/4 in. No.200 5 5.4 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION WSDOT 9-03.14(2) Select Borrow Maximum dry density = 142.0 pcf 141.0 pcf Structural fill material Optimum moisture = 6.9 % 7.2 % poorly graded sand with silt and gravel Project No. 18-0760 Client: Villas at Arlington Partners LLC Remarks: Project: The Villas at Arlington SPG: Assumed 18506 Smokey Point Boulevard, Arlington, WA, 98223 Date: 2-6-19 Loc.: East Valley Sand & Gravel - East Valley Sand & Gravel Pit (D-355) This report may not be reproduced, except in full, without the prior written approval of GeoTest Services, Inc.Figure SP007 Tested By: AH Checked By: BF Permit #: 1862 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. P 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 6021844-Villas Bldg. P C of O.pdf 04/22/2019 4790934-1299_4-15-19 FL Inspection Bldg P.pdf 11/01/2018 4145079-1862_Villas Building Permit.pdf 03/09/2018 3141691-Commercial Application - Building P.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