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Home My WebLink About3318 185th Pl Ne Bldg K_BLD1857_2025 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 #: AA020 PERMIT #: H-1855, L-1857, K-1858, M-1859 DATE: 9/13/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Anchor Bolts for HDU2 Holdowns at Interior Shear Walls (4) Bolts at Building H, K, & L (6) at Building M Reference Drawing(s): Structural Drawings and RFI #43 Item(s) Inspected Comments Base Material Condition Fully Cured Concrete, Dry, 65Âº Drill Bit Type Drilled Prior Hole Diameter/Depth 3/4", 9" Hole Cleanliness Blown, Brushed and Blown Clean Anchor Spacing/Edge Distance Per Plan Anchor Type Galvanized Threaded Rod Anchor Diameter/Length 5/8", 14" Anchor Embedment 9" Adhesive Type Hilti Hit HY-200 R Adhesive Expiration Date 6/2020 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the installation of the epoxied anchor for the interior shear walls at the buildings mentioned above. The anchor bolts were found to conform with the project drawings, RFI and 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 #: AA020 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Photo showing the contractor using compressed air to clean one of the drilled holes at Building L. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: AA020 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 The photo shows the contractor injecting the epoxy into one of the drilled holes at Building K. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB027 PERMIT #: 1856, 1857 DATE: 4/24/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Placement Location: Building J Stem Walls, Building K Stem Wall, and Plinth Footings Sample Location: Second Truck, Mid-Pour, Directly From Chute, Southern Perimeter of Building J Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 9 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 SK, 7/8" Agg, pea Agg, MB Poly 997, Hot Water Unit Weight, pcf (C138) NT Truck/Ticket # C183 / 221304 Air/Mix Temp.,Â°F (C1064) 52 / 60 TC5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 53-83 Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 8:41 AM Water Added on Job, gals 15 Time Sampled 9:15 AM Water Requested by Miles Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94917 7 05-01 58730 4.00 12.57 4670 TYPE 3: 94918 28 05-22 78040 4.00 12.57 6210 TYPE 2: 94919 28 05-22 77070 4.00 12.57 6130 TYPE 2: 94920 28 05-22 75980 4.00 12.57 6040 TYPE 2: 94921 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 was on site as requested to provide concrete placement observation as well as concrete testing. Concrete was placed via pump truck, mechanically consolidated, and was hand finished for both buildings pours. For reinforcement inspection, please refer to report IR010. GeoTest will return for further inspection and observation as requested. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB027 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1. Building J stem wall placement (looking north). Figure 2. Building K stem wall and plinth footing placement (looking southeast). Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB030 PERMIT #: 1857, 1858 DATE: 5/1/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building K, Stem Walls, and Column Plinths, Building L, Continuous Footings & Plinth Spread Footings Sample Location: 2nd Load, Placed at South Half of Building K Stem Walls Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 8.00 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 sk. 7/8", Pea. WRA Unit Weight, pcf (C138) NT Truck/Ticket # C143 / 615944 Air/Mix Temp.,Â°F (C1064) 53 / 61 TM07 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Quantity Placed, cy 78.5 Cure Method - Initial / Final Container / Water Tank Time Batched 10:42 A.M Water Added on Job, gals 0 Time Sampled 11:38 A.M Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 95331 7 05-08 48640 4.00 12.57 3870 TYPE 2: 95332 28 05-29 59680 4.00 12.57 4750 TYPE 2: 95333 28 05-29 57980 4.00 12.57 4610 TYPE 2: 95334 28 05-29 62600 4.00 12.57 4980 TYPE 2: 95335 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 above items. Except for the following item the reinforcing steel was in place and was found to conform with the 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 davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB030 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The continuous stem wall reinforcement at building K was not continuous at the entry walls due to a block-out being install for a large pipe. This needs approval from the project engineer. AMENDED 5/31/19: GeoTest was provided with RFI 56 response accepting the discontinous rebar. GeoTest will verify during framing inspections that sill anchorage is installed per RFI 56 and code minimums. Plinth Footing Reinforcement at Building L Continuous Footing Reinforcement at Building L Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB045 PERMIT #: BLDG - 1857 DATE: 5/31/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Placement Location: Building K Exterior Slabs on Grade Sample Location: First Truck, Mid-Load, Directly From Truck Chute Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 9 Mix # 0260A6C Air Content, % (C231) 5.2 1 Mix Description 6 sk, 7/8" agg, Pea agg, MB Poly 997, MBAE 90, MB NC 534, Hot water Unit Weight, pcf (C138) NT Truck/Ticket # C139 / 223505 Air/Mix Temp.,Â°F (C1064) 54 / 70 TC03 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NA, 57-80 Quantity Placed, cy 30 Cure Method - Initial / Final Container / Water Tank Time Batched 6:29 AM Water Added on Job, gals 10 Time Sampled 7:20 AM Water Requested by Miles Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 96849 7 06-07 54430 4.01 12.63 4310 TYPE 2: interior 96850 28 06-28 67280 4.00 12.57 5350 TYPE 5: interior 96851 28 06-28 66090 4.00 12.57 5260 TYPE 3: interior 96852 28 06-28 67920 4.00 12.57 5400 TYPE 2: interior 96853 Hold 00-00 0 0.00 0.00 0 interior 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 placement and testing inspection services. All locations are approximate and were provided by the contractor. All concrete was placed via boom truck and hand finished. For our reinforcement inspection, please refer to report IR017, dated 5/30/2019. GeoTest will return for further inspection and observation as requested. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB045 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1. Placement and hand finishing process of exterior slabs on grade concrete (looking southwest). Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB046 PERMIT #: BLDG, 1857, 1877, 1878, 1879, 1880 DATE: 5/31/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Placement Location: Building K Interior Slab on Grade, Garage 13 & 14 Footings, Garage 15 & 16 Stem Walls Sample Location: Second Truck, Mid-Load, Directly From Chute, Western Edge of Slab Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.50 9 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 Sack, 7/8" Agg., Pea Agg., MB Poly 997, Hot Water Unit Weight, pcf (C138) NT Truck/Ticket # C144 / 223518 Air/Mix Temp.,Â°F (C1064) 57 / 67 TC03 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NA Quantity Placed, cy 130 Cure Method - Initial / Final Container / Water Tank Time Batched 7:38 AM Water Added on Job, gals 10 Time Sampled 8:41 AM Water Requested by Miles Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 96854 7 06-07 58940 4.01 12.63 4670 TYPE 2: 96855 28 06-28 69360 4.00 12.57 5520 TYPE 3: 96856 28 06-28 70500 4.00 12.57 5610 TYPE 2: 96857 28 06-28 69460 4.00 12.57 5530 TYPE 3: 96858 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 was on site as requested to provide concrete placement, inspection, and testing services. All locations are approximate and were provided by the contractor. All concrete was placed via boom truck and hand finished. For our reinforcement inspections, please refer to reports IR017 and IR018, dated May 30th and 31st, 2019. GeoTest will return for further inspection and observation as requested. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB046 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1. The placement and hand finishing process of interior slab on grade concrete (looking southwest). FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD054 PERMIT #: 1857 DATE: 5/15/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 4 CONTRACTOR: Exxel Pacific INSPECTOR: Anna Sigel Compaction Of: Building K Slab-on-Grade 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 TOS DT/10 144.8 5.4 137.4 1 98 95 P 2 See Figure 1 TOS DT/10 151.7 7.9 140.6 1 100 95 P 3 See Figure 1 TOS DT/6 152.9 6.4 143.7 1 102 95 P 4 See Figure 1 TOS DT/12 148.3 8.3 136.9 1 97 95 P 5 See Figure 1 TOS DT/12 148.3 8.7 136.4 1 97 95 P 6 See Figure 1 TOS DT/6 143.7 7.9 133.2 1 95 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4264A Structural Fill East Valley S & G Pit (D-355) 140.8 7.0 36 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instrotek/3500/2082 M/D Standard Count: 404/3175 Comments: See comments on page 2. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 7 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD054 CONTRACTOR: Exxel Pacific PAGE #: 2 of 4 TOS - Top of Subgrade GeoTest was on-site as requested to provide in-place density testing for the slab-on-grade of Building K. All locations are approximate. The fill was placed in lifts and compacted prior to GeoTestâ€™s arrival. All tests met compaction requirements. Due to local variations in the soils, one test location attained over 100%. GeoTest was also onsite to inspect the curb subgrade at the northwest corners of 31st Ave NE and 184th PL NE, and 31st Ave NE and 185th PL NE. The soils exhibited 0.5 to 1.0-inch of penetration from a T-probe and were firm and unyielding. See Figures 1 through 4. Figure 1: Approximate locations of the soil density tests. FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD054 CONTRACTOR: Exxel Pacific PAGE #: 3 of 4 Figure 2: A photo of the compacted subgrade for Building K. Figure 3: A photo of the curb subgrade at the intersection of 31st Ave. NE and 184th PL NE. The photo was taken facing east. FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD054 CONTRACTOR: Exxel Pacific PAGE #: 4 of 4 Figure 4: A photo of the curb subgrade at the corner of 31st Ave. NE and 185th PL NE. The photo was taken facing northeast. Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: IR017 PERMIT #: 1857 DATE: 5/30/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin INSPECTION OF: Reinforcing Steel Placement Comments: GeoTest was on site as requested to inspect the placement of the reinforcing steel at the following locations. Building K, interior wall footings, column pads, and slab on grade. The reinforcing steel was in place and was found to be in conformance with RFI #34 and the project structural drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF051 PERMIT #: 1851, 1853, 1855, 1857 DATE: 7/2/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm Sheathing Buildings H & K, 2nd Level Roof Diaphragm Sheathing Buildings D & F Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sturd-i-Floor, 23/32" , T&G, Exp.1 . Roof Sheathing, 15/32" Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Roof Sheathing: Contractor Added Nails at Over-Driven Locations Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on-site as requested to inspect the items mentioned above. All items found were addressed prior to our leaving the project. The above items were found to be in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF054 PERMIT #: 1857 DATE: 7/5/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: John Silk Item(s) Inspected Location Shear Wall Sheathing Building K, 2nd Floor Entry Walls Reference Drawings: S2.3.1 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 Structural Plan 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 Per Shearwall Schedule Pneumatic or mechanically driven fasteners conform Per Shearwall Schedule Nail heads driven flush Acceptable Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on-site as requested to inspect the above items. Building K - 2nd-floor entry walls were assembled 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 #: LF054 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF056 PERMIT #: D-1851, L-1857 DATE: 7/9/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building L, 2nd Level Shear Wall Sheathing and HD Strapping Building D, Levels 1 to 3 Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size 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 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 3", 3, 4 and 12" On center Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location MST37 and 48 HD Straps, CMST14 Perf. SW 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 items mentioned above. 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 #: LF056 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Building L 2nd level floor sheathing was found to be in conformance with the project structural drawings. Building D exterior shear walls were in progress. All areas were marked at the location describing the issue and correction. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF058 PERMIT #: 1857 DATE: 7/12/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building L: 2nd Level Entry Walls Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Inspected Prior 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", 6" & 12" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Yes Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect sheathing at the above shear walls. The sheathing and fasteners were found to conform to the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF061 PERMIT #: 1857 DATE: 7/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm Sheathing Building L, 3rd Level Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Strdi-Floor, 23/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/2", 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 items listed above. The sheathing and fasteners at the above locations were found to conform with the project structural drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF062 PERMIT #: G-1854, H-1855, J-1856, K-1857 DATE: 7/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Buildings, G, H, J, 1st Level Floor Diaphragm Sheathing Building K, 3rd Level Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size 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 .148" X 2-1/4" (2-1/2" at Diaphragm), Per Plan/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 items were found to be in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF063 PERMIT #: 1857 DATE: 7/19/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Walls Sheathing Building L, 1st Level Entry Walls Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Panel edges bear on framing members 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", 6 and 12" On Center Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above item. The contractor addressed all items found prior to our leaving the project. Above items were 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF064 PERMIT #: 1855, 1856, 1857, 1859, 1861 DATE: 7/22/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Sean Rogerson Item(s) Inspected Location Shearwall Sheathing (Nailing, Sheathing) Building J & H Entry Walls, Level 1 Shearwall Sheathing (Nailing, Sheathing) Building K Entry Walls, Level 3 Shearwall Sheathing (Nailing, Sheathing) Building M Entry Walls, Level 2 Previously Noted Discrepancies Building O, Entire Building Reference Drawings: Approved Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue 15/32" APA Rated OSB, Exposure 1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Acceptable Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Acceptable Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other Previous GeoTest Reports/Ongoing Inspection Checklist The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site to provide special inspection of lateral framing items as noted above. All items were found to be in conformance with the project plans. Building O had been previously inspected and at this time all remaining checklist items are complete. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF065 PERMIT #: 1856, 1857, 1858 DATE: 7/23/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 4 CONTRACTOR: Exxel Pacific INSPECTOR: John Silk Item(s) Inspected Location Shear Walls Buildings L & K Roof Sheathing Building J Reference Drawings: Approved 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 Structural Plan 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 Per Shearwall Schedule Pneumatic or mechanically driven fasteners conform Per General Notes Nail heads driven flush Acceptable Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above item. The contractor addressed all items found prior to our leaving the project. Above items were 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 #: LF065 CONTRACTOR: Exxel Pacific PAGE #: 2 of 4 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF065 CONTRACTOR: Exxel Pacific PAGE #: 3 of 4 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF065 CONTRACTOR: Exxel Pacific PAGE #: 4 of 4 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF066 PERMIT #: 1857 DATE: 7/24/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Diaphragm Sheathing and Fasteners Building L, 3rd Level Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Strdi-Floor, 23/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/2", 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 mentioned items. The sheathing and fasteners at the above floor diaphragm were in accordance with the projectâ€™s 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 #: LF067 PERMIT #: 1848, 1854, 1855, 1857 DATE: 7/26/2019 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 Building G, All Exterior Locations Shear Wall Sheathing Building L, 3rd Level Entry Walls Column Connections to the Foundation Building G and H East Side of the Building at Entry Interior Framing Building A Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D.Fir #2 Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Clips are in Per SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Per Framing Notes and SW Schedule 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: See comments on Page 2. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 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 #: LF067 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 GeoTest was on site as requested to inspect the above items. The column connections at Building G & H and walls at Building L were found to conform with the project drawings. Building G - Exterior Shear Wall Sheathing: The items inspected will require corrections and marked at the location. Building A - Interior Framing: Items still requiring corrections, are as follows; holes in the shear wall top plates, plumbing, and electrical and oversized holes require strapping. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF073 PERMIT #: 1857, 1886 DATE: 8/13/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Roof Diaphragm Sheathing Building K Roof Diaphragm and Wall Sheathing Storage Building Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The above sheathing was found to be in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF074 PERMIT #: J-1856, K-1858, L-1857 DATE: 8/15/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Roof Diaphragm Sheathing Building L Shear Wall Sheathing & Floor- Floor Straps, Final Inspection Building J, K 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 Drawings Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" x 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Over-Driven Nails Were Corrected Hold down, type, location Floor to Floor and Perf. SW Straps Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. All nonconforming items were addressed prior to our leaving the job site. Above items were in 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF093 PERMIT #: Permits Listed Below DATE: 10/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing and Interior Shear Walls - Reinspection Buildings G, H, J / Permits - 1854, 1855 & 1856 Final Framing and Interior Shear Walls Buildings K, L, M / Permits - 1857, 1858 & 1859 Wall and Roof Sheathing and Framing Garage 10, 11 & 12 / Permits - 1874, 1875, & 1876 BBQ Enclosure Framing - Reinspection BBQ Enclosures 1 & 2 / Permits - 1881 & 1882 Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue APA Rated Sheathing, 15/32" (23/32") at Floors) Exp.1 Shear wall/diaphragm length, location Per Plan at Above Shear Walls Panel edges bear on framing members Fully Blocked Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Per Plan SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes 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 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 #: LF093 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The photo shows the now installed flat blocking at the BBQ enclosure. Both BBQ enclosures are in conformance with the project drawings. This item was noted in report LF091 (dated 10/2/19) as nonconforming. The contractor has addressed all outstanding items found during GeoTest's previous inspections and all items found this date during the final framing/interior shear wall inspection of buildings K, L and M. At the locations on page one of this report; the lateral framing was found to be in conformance with the project drawings. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at ArlingtonÂ â€Â BLD K JOB #: 18â€0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10â€22â€2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1857 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington â€“ BLD K project located in Arlington, Washington. GeoTestâ€™s services took place from October 9, 2018 through October 22, 2019. Our testing and inspections included the following scope of work: TEST/INSPECTION ITEM REFERENCE Field Density Moisture Report FD054 and Soil ï‚· Earthwork Observation Report SO003 Concrete Break Reports CB027, CB030, CB045 ï‚· Reinforced Concrete & CB046 and Inspection Reports IR010 & IR017 Lateral Framing Inspection Reports LF051, ï‚· Lateral Framing LF054, LF062, LF064, LF065, LF073, LF074 & LF093 Adhesive Anchor Inspection Reports AA014 & ï‚· Proprietary Anchors AA020 All work requiring special inspection for the project to date has been completed. To the best of our knowledge the inspected work is in conformance with the approved project plans and specifications and the applicable workmanship provisions of the International Building Code. All related laboratory tests performed by GeoTest have met or exceeded the minimum test requirements. This is GeoTestâ€™s final special inspection and testing submittal for The Villas at ArlingtonÂ â€Â BLD K 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 #: 1857 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: 253351.89 Square Feet: 23049 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 $10,254.61 Building Plan Review Table 4-2 $177.30 Building Permit Table 4-1 $16,049.09 Park - Community MF Multi-family $35,928.00 Processing/Technology $25.00 State Surcharge - Commercial Commercial Only $25.00 State Surcharge - add'l DU Residential Additional Units $48.00 Traffic Mitigation - C/MF Commercial/Multi-family $31,227.36 Total $93,734.36 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. K Check #104500 Kristin Foster $10,254.61 10/11/2018 Fidelity National Title check #26379 Launa Black $83,479.75 Outstanding Balance $0.00 Uploaded Files Date File Name 10/13/2021 9884947-1857_IC 4.2.2020.pdf 04/15/2020 6521229-Villas Bldg K C of O Signed.pdf 11/01/2018 4145054-1857_Villas Building Permit.pdf 03/09/2018 3141592-Commercial Application - Building K.pdf SUBMITTAL PACKAGE Page 1 DATE: 1/14/2019 Your Logo Here FOR APPROVAL PACKAGE NUM: 35 PACKAGE REV: 0 Exxel Pacific, Inc. SPEC #: 061753 201808. - Villas at Arlington To: Dennis Titus From: Nick Santini CG Engineering PLLC Exxel Pacific, Inc. 250 4th Ave South #200 323 Telegraph Road Edmonds, WA 98020 Bellingham, WA 98226 We are transmitting the following Submittal Package Number: â€œ35â€, Revision: â€œ0â€ Description: â€œPrefabricated Wood Trusses - Buildings C, D, K & Lâ€ for your review, intended to be compliant with contract Specification Number: â€œ061753â€. Please review and respond to: Nick Santini, by: 1/28/2019 in accordance with the contract documents. Additional Notes: Spec Number Submittal Description Submittal Details 1. 061753 Prefabricated Wood Trusses - Buildings C, Shop Drawings D, K & L Sincerely, Nick Santini EXXEL PACIFIC, INC. 323 TELEGRAPH RD. BELLINGHAM, WA 98226 âœ” REVIEWED BY Nick Santini DATE 1/14/2019 SUBMITTAL# 35 SPEC 061753