The URL can be used to link to this page

Home My WebLink About3318 185th Pl Ne Bldg E_BLD1852_2025 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA008 PERMIT #: 1852 DATE: 4/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Devin Murphy Item(s) Inspected Location Slab-on-Grade Dowels Into Perimeter Foundation Building E Reference Drawing(s): RFI #7 Item(s) Inspected Comments Base Material Condition Sound Concrete Drill Bit Type Hilti Carbide Tip Hole Diameter/Depth 3/4", 4" Hole Cleanliness Clean/Drilled Anchor Spacing/Edge Distance 3 Per Location Anchor Type Grade 60 Deformed Reinforcing Steel Anchor Diameter/Length 5/8", 44" Anchor Embedment 4" Adhesive Type Hilti HY-200 R Adhesive Expiration Date 09/2019 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the installation of the above epoxied reinforcing steel dowels. The dowels were found to conform with RFI #7, the project structural drawings and with the manufacturer instructions. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: AA008 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Image of epoxy application. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA019 PERMIT #: 1851, 1852, 1853, 1854, 1856 DATE: 8/19/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Epoxied Anchor Bolts for Holdowns Building D, E, F, G, J (Each End of Entry Party Walls) Reference Drawing(s): RFI #43, Structural Drawings Item(s) Inspected Comments Base Material Condition Fully Cured Concrete, 63Âº Drill Bit Type Drilled Prior Hole Diameter/Depth 3/4", 9" Hole Cleanliness Blown, Brushed & Blown Clean Anchor Spacing/Edge Distance NA Anchor Type Threaded Rod Anchor Diameter/Length 5/8", 14" Anchor Embedment 9" Adhesive Type Hilti Hit HY-200 R Adhesive Expiration Date 2/2020 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 anchor bolts. The contractor followed the manufacturerâ€™s published instructions. The anchors were found to conform with the RFI and 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 #: LF078 PERMIT #: 1849, 1850, 1851, 1852, 1859, 1877, 1878 DATE: 8/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Gable Truss Reinforcing Sheathing for Roof Anchors Building B, C, D, E Shear Wall Sheathing (Sheathing in Progress) Building M, All Perimeter Shear Walls Wall Sheathing Garage #13 and #14, all Wall Locations Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members All Walls Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The above items, (not in-progress) were found to be in conformance with the project drawings. A few locations were marked at building M for correction. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF022 PERMIT #: 1850, 1852 DATE: 5/14/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm Sheathing Building E, 2nd Floor Shear Wall Sheathing Building C, 3 Floor Walls at 3 Entries Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32" (23/32" at Floor), Exp.1 Shear wall/diaphragm length, location Floor Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Walls Were Inspected Prior to Being Installed Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148", 2-1/4" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: Geotest was on site as requested to inspect the sheathing at the above locations. The sheathing and fasteners and were found to be in conformance with the project structural drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF022 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Entry Walls: The picture shows one of the entry walls. All walls were inspected laying on the third-floor deck prior to being installed into the building. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB012 PERMIT #: 1852, 1849 DATE: 3/21/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Kevin Richardson Placement Location: Building B Stem Walls Including 6 F4 Plinths and Building E Continuous Perimeter Footings Including 6 F4 Plinth Footings Sample Location: 3rd Truck, Mid Load at Chute (Placed at East Side of Building) Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.75 9 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 SK, 7/8" Agg., Pea, Poly 997 Unit Weight, pcf (C138) NT Truck/Ticket # C189 / 615519 Air/Mix Temp.,Â°F (C1064) 64 / 64 AS01 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Dead battery Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 1:57 PM Water Added on Job, gals 0 Time Sampled 2:50 PM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 93481 7 03-28 60230 4.02 12.69 4750 TYPE 2: 93482 28 04-18 74560 4.01 12.63 5900 TYPE 3: 93483 28 04-18 73140 4.01 12.63 5790 TYPE 5: 93484 28 04-18 72680 4.01 12.63 5750 TYPE 5: 93485 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site to perform a special inspection of reinforced concrete placed at the locations noted on page 2. Concrete was placed via boom pump and mechanically vibrated. Work was found to conform to the approved plans. The contractor was made aware of our results prior to departing the site. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB012 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1: Photo of stem walls prior to the pour at Building B. Figure 2: Footing pour in progress at Building E. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB015 PERMIT #: 1851, 1852 DATE: 3/28/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building D Perimeter Footings and Plinth Footings, Building E Stem Walls and Plinth Bases Sample Location: Building D Footings, Truck Load 4, Middle of Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.50 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Aggregate Unit Weight, pcf (C138) NT Truck/Ticket # C084 / 219757 Air/Mix Temp.,Â°F (C1064) 59 / 58 JM4 Strength Required 4000 psi at 28 days Field Cure Temperature, Â°F 47/74 Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 10:43 AM Water Added on Job, gals 0 Time Sampled 11:20 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 93804 7 04-04 65600 4.01 12.63 5190 TYPE 3: 93805 28 04-25 0 0.00 0.00 0 93806 28 04-25 0 0.00 0.00 0 93807 28 04-25 0 0.00 0.00 0 93808 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest on site for inspection of the above-referenced items. Reinforcing steel was reviewed in accordance with structural drawings. Placement of concrete was done by pump and consolidated through mechanical vibration. 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 4 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB015 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Placement and Consolidation of Concrete in Progress Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB025 PERMIT #: 1852 DATE: 4/23/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Exterior Patios and Entrances Building E Sample Location: Southwest Patios, Truck Load 1, Middle of the Batch Field Data: Eq. No. Supplier Cadman Concrete Slump, in. (C143) 6.00 15 Mix # 0260A6C Air Content, % (C231) 4.5 8 Mix Description 7/8" Aggregate, 6 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C184 / 221182 Air/Mix Temp.,Â°F (C1064) 50 / 59 JM5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 35 Cure Method - Initial / Final Container / Water Tank Time Batched 6:28 AM Water Added on Job, gals 0 Time Sampled 7:15 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94922 7 04-30 72860 4.00 12.57 5800 TYPE 3: 94923 28 05-21 87460 4.00 12.57 6960 TYPE 2: 94924 28 05-21 84270 4.00 12.57 6700 TYPE 3: 94925 28 05-21 84320 4.00 12.57 6710 TYPE 2: 94926 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 above-referenced items. A separate set of concrete was tested in report CB026 for the un-entrained mix placed for the interior slab on grade. All items were in conformance with approved plans and drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB025 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Concrete Placement in Progress Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB026 PERMIT #: 1852 DATE: 4/23/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building E Slab on Grade Sample Location: East Half of Slab, First Truck of the Mix, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.50 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Aggregate, 5.5 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C062 / 221193 Air/Mix Temp.,Â°F (C1064) 50 / 60 JM5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 95 Cure Method - Initial / Final Container / Water Tank Time Batched 7:17 AM Water Added on Job, gals 0 Time Sampled 8:05 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94861 7 04-30 59560 4.00 12.57 4740 TYPE 2: Set 2 94862 28 05-21 77090 4.00 12.57 6130 TYPE 2: Set 2 94863 28 05-21 73420 4.00 12.57 5840 TYPE 3: Set 2 94864 28 05-21 76840 4.00 12.57 6110 TYPE 2: Set 2 94865 Hold 00-00 0 0.00 0.00 0 Set 2 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest on site for inspection of the slab on grade referenced above. Reinforcing steel was reviewed in accordance with RFI 34. Concrete was placed by pump and consolidated through rodding. All items inspected this day were in conformance with approved plans and drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB026 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Rebar Layout for the Interior Slab on Grade 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 #: FD035 PERMIT #: 1862, 1852 DATE: 3/1/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Compaction Of: Pads for Buildings E and G 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 BLDG G, N Half FSG 12 136.7 8.0 126.6 1 100 95 P 2 BLDG G, S Half FSG 12 134.5 7.6 125.0 1 98 95 P 3 BLDG E, W Half FSG 12 133.2 6.7 124.8 1 98 95 P 4 BLDG E, E Half FSG 12 131.3 5.9 125.4 1 99 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4332A Select Borrow Lenz Enterprises 127.2 9.6 17 ASTM D1557 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: InstroTek/3500/BG164 M/D Standard Count: 420/3147 Comments: GeoTest on site for nuclear density testing of compacted soils for the pad of building G and E. Material appeared to have been compacted using a smooth drum vibratory roller. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD039 PERMIT #: 1852, 1855 DATE: 3/13/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Compaction Of: Building E Footing Cuts, Building H - Vault 15 Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 NE Corner, Bldg E -2 12 118.8 8.7 109.3 1 97 95 P 2 North-Center, Bldg E -2 12 111.2 10.4 100.7 3 97 95 P 3 North Face of Vault 15 -.3 12 138.4 8.7 127.0 2 100 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4282A Native Excavated soil 112.6 13.9 5 ASTM D1557 2-4332A Select Borrow Lenz Enterprises 127.2 9.6 17 ASTM D1557 3-4274A Native Excavated soil 103.7 13.4 3 ASTM D1557 Gauge Make/Model/Serial#: Troxler/3440P/62856 M/D Standard Count: 643/2305 Comments: GeoTest on site for nuclear density testing for the above-referenced locations. Elevation was measured from the top of the building pad for tests 1 and 2. Test 3â€™s elevation was measured from the top of the vault. Compaction was applied with a ho-pack for all areas tested this day. 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 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 #: FD039 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 North - Center Footing Cut NE Corner Footing Cut FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD047 PERMIT #: 1852 DATE: 4/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Suzie Miller Compaction Of: Building E Subgrade Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 See Figure 1 TOG DT/6 111.3 6.6 104.4 1 101 95 P 2 See Figure 1 TOG DT/6 132.3 6.8 123.9 3 104 95 P 3 See Figure 1 TOG DT/6 122.1 6.9 114.3 2 102 95 P 4 See Figure 1 TOG DT/8 119.0 7.7 106.6 2 95 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4274A Poorly Graded Sand Native - Infiltration Trench 102 103.7 13.4 3 ASTM D1557 2-4282A Poorly Graded Sand Native 112.6 13.9 5 ASTM D1557 3-4283A Poorly Graded Sand w/Gravel Native 119.6 8.7 20 ASTM D1557 Gauge Make/Model/Serial#: Instrotek/3500/2082 M/D Standard Count: 405/3171 Comments: 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 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 #: FD047 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 TOG - Top of Grade GeoTest was onsite, as requested to provide in-place density testing at the above location. Prior to Geotestâ€™s arrival, the fill had been placed and compacted. It is GeoTestâ€™s understanding that the fill is a mixture of native and imported. All tests met compaction requirements. The subgrade was firm and unyielding. The geotechnical engineer of record from PBS was onsite and confirmed the fill was firm and unyielding. Figure 1 - Approximate test locations. FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD047 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Figure 2 - Building pad subgrade. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF025 PERMIT #: E-1852 B-1849 DATE: 5/20/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Buildings B and E, Entry Walls at 1st Floor Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan at Above Locations Panel edges bear on framing members Yes Fully Blocked Per Plan Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" X 2-1/4", 6 & 12" On Center Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The items listed on this report were found to be in conformance with the project structural drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF026 PERMIT #: B-1849, D-1851, E-1852, F-1853 DATE: 5/21/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm, Sheathing Buildings B, D and F 3rd Floor Shear Wall Sheathing Building E, 2nd Level Entry Wall Reference Drawings: Structural Drawing Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Sturdi-Floor, 23/32", Exp.1 (Walls Rated Sheathing 15/32" Exp.1) Shear wall/diaphragm length, location Per Plan at Above Locations Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" X 2-1/4", 6 & 10" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: Geotest was on site as requested to inspect the above items. The sheathing at the locations was found to be in conformance with the project structural drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF027 PERMIT #: 1848, 1852 DATE: 5/23/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building E, 3rd Floor Entry Shear Walls Diaphragm Sheathing Building A, Roof Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1, Floor Stirdi-Floor, 23/32" Shear wall/diaphragm length, location Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" X 2-1/4", 6 & 10" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The sheathing and the sheathing fasteners were found to be in conformance with the project structural drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF032 PERMIT #: 1861, 1852 DATE: 5/31/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Diaphragm Sheathing Building O Roof, and Building E - 3rd Floor Verification of Items on Engineer Report Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Per Plan Shear wall/diaphragm length, location Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148", 2-1/4",. Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. See the following page for additional comments. The items noted in this report were found to conform to the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF034 PERMIT #: 1852, 1861 DATE: 6/4/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building E, 3rd Floor Entry Walls Shear Wall Sheathing and Straps Building O, 1st, 2nd and 3rd Floors (In Progress) Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the items noted above. Building E, 3rd-floor entry walls were constructed as detailed. See the following page for Building O, southwest inspection results. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF034 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Building O: Areas that had an item which will need to be addressed were marked with red arrows and the issue was written at the location with a paint pen. GeoTest will return to verify the marked items have been addressed as scheduled. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF036 PERMIT #: 1850, 1851, 1852 DATE: 6/6/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Roof Diaphragm: Sheathing Building C Floor Diaphragm: Sheathing Building D, 3rd Floor Shear Wall: Sheathing Building E, 1st Floor Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Per Plan Shear wall/diaphragm length, location Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The contractor corrected all items GeoTest discovered on site. Above items were in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF037 PERMIT #: 1852, 1853, 1863 DATE: 6/7/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building F, 3rd Level Shear Walls: Sheathing Building E, 1st Level Entry Walls Final Framing (In Progress Inspection) Building Q, 1st, 2nd & 3rd Levels Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D-Fir #2 Structural panel grade and thickness, glue Per Plan Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per Framing Notes and SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The items listed on this report were found to be in conformance with the project drawings. Building Q is in progress. A follow-up inspection is required. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF044 PERMIT #: 1849, 1852 DATE: 6/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building B, All Exterior Walls Roof Diaphragm Sheathing Building E Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 x 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. All items inspected today were in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF047 PERMIT #: E-1852 DATE: 6/24/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing and HD Strapping Building E, All Exterior Locations Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Panel edges bear on framing members SWâ€™s are Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 x 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location 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 above items. All nonconformance items were marked at the locations. AMENDED 6/27/19: Please see LF048 for conforming reinspection. 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 #: LF048 PERMIT #: E-1852 DATE: 6/25/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Reinspection of Shear Sheathing and Straps Building E, All Exterior Locations Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Panel edges bear on framing members SWâ€™s are Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location MST37 & 48 Floor to Floor Straps and CMST48 at Perf. SWâ€™s 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 correction made at the above locations. The items mentioned as nonconforming on GeoTestâ€™s Lateral Framing Inspection report LF047, dated 6/24/19 are now 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 #: LF076 PERMIT #: 1879, 1880, 1852, 1858 DATE: 8/20/2019 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 Building E, 1st Floor Shear Wall Sheathing and Straps- Re-Inspection Building L, Exterior Walls Roof Diaphragm and Shear Wall Sheathing Garage #15 and #16 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 Connection of blocking to wall top plates 1st Floor at Building E, A35 Clips In Placed Per Plan 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 Plan/ SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location BLDG. E HDU Were Per Plan, BLDG. L MST Straps are Now Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the items mentioned above. 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 #: LF076 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Building L: Reinspection of Exterior Sheathing and Straps. The items listed on report LF075 (dated 8/19/19) have been addressed. The edge nailing and the wrong HD straps have been corrected and are now in conformance with the project's structural drawings. Building E: 1st Floor Framing and Interior Shear Walls. The contractor has addressed all items found prior to our leaving the project. Interior shear walls and framing at the 1st floor of building E was found to be in accordance with the project's drawings. Garage #15 & #16. Shear Wall and Roof Diaphragm Sheathing was found to be in conformance with the project's drawings. All items found were addressed by the contractor. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF077 PERMIT #: B-1849, E-1852 DATE: 8/23/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing and Interior Shear Walls- Reinspection Building B - Levels 1, 2 and 3 Final Framing and Interior Shear Walls Building E - Levels 2 and 3 Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D-Fir #2 Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members SWâ€™s are Fully Blocked Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Clips are in Per SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Where Required Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. Building B: Framing has been completed in accordance with the project drawings. Building E: Building is in progress. A final framing re-inspection is required. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF080 PERMIT #: 1865, 1866, 1867 DATE: 9/5/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Garage 1, 2 & 3 Roof Sheathing Garage 1, 2 & 3 Reference Drawings: GS Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related 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 items mentioned above. The sheathing at the above locations was 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 #: LF081 PERMIT #: 1852 DATE: 9/6/2019 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 E 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 SW are Fully Blocked 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 Yes Base-plate bolting complies Yes With Plan and RFI Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location HDU and MST Holdowns in Place 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. The contractor addressed all items prior to GeoTestâ€™s departure. Building E framing and interior SW Sheathing is in conformance with the 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. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at ArlingtonÂ â€Â BLD E JOB #: 18â€0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10â€22â€2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1852 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington â€“ BLD E project located in Arlington, Washington. GeoTestâ€™s services took place from October 9, 2018 through October 22, 2019. Our testing and inspections included the following scope of work: TEST/INSPECTION ITEM REFERENCE Field Density Moisture Reports FD023, FD035, ï‚· Earthwork FD039 & FD047 Concrete Break Reports CB012, CB015, CB025 ï‚· Reinforced Concrete & CB026 Lateral Framing Inspection Reports LF022, ï‚· Lateral Framing LF025 â€“ LF027, LF032, LF034, LF036, LF037, LF044, LF047, LF048, LF076 â€“ LF078 & LF081 Adhesive Anchor Inspection Reports AA009 & ï‚· Proprietary Anchors AA019 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 E 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 #: 1852 Permit Date: 03/09/18 Permit Type: MULTI-FAMILY Project Name: Villas at Arlington Applicant Name: Villas at Arlington, LLLP Applicant Address: 105 Cresent Bay Drive, Suite D Applicant, City, State, Zip: Laguna Beach, CA 92651 Contact: Carmel Gregory Phone: 425-778-8500 Email: carmelg@cgengineering.com Scope of Work: New Multi-Family Development Valuation: 2071084.09 Square Feet: 19069 Number of Stories: 3 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/01/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel # Address Legal Description Owner Name Owner Phone Zoning VILLAS AT 137 Multiple Family 31052000100800 3318 185TH PLACE NE ARLINGTON 101 - 200 Units Contractors Contractor Primary Contact Phone Address Contractor Type License License # 323A CONSTRUCTION EXXEL PACIFIC INC 360-734-2872 UBI 601 175 198 TELEGRAPH RD CONTRACTOR 323A CONSTRUCTION Labor and EXXEL PACIFIC INC 360-734-2872 EXXELPI073KN TELEGRAPH RD CONTRACTOR Industries Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 03/09/2018 BUILDING BUILDING Fees Fee Description Notes Amount Building Plan Review Table 4-2 $8,802.10 Building Plan Review Table 4-2 $149.08 Building Permit Table 4-1 $13,771.04 Park - Community MF Multi-family $26,946.00 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 $73,174.74 Attached Letters Date Letter Description 09/19/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/08/2018 Alliant Capital Ltd. 18506 Bldg. E Check #104500 Kristin Foster $8,802.10 03/08/2018 Alliant Capital Ltd. 18506 Bldg. E Check #104500 Kristin Foster $149.08 10/11/2018 Fidelity National Title check #26379 Launa Black $64,223.56 Outstanding Balance $0.00 Uploaded Files Date File Name 10/13/2021 9884935-1852_IC 1.31.2020.pdf 02/04/2020 6195066-1852_Bldg. E C of O.pdf 04/22/2019 4790690-1299_ 4-16-19 Fire Line Inspection Card.pdf 11/01/2018 4145049-1852_Villas Building Permit.pdf 03/09/2018 3141538-Commercial Application - Building E.pdf SUBMITTAL PACKAGE Page 1 DATE: 1/14/2019 Your Logo Here FOR APPROVAL PACKAGE NUM: 36 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€œ36â€, Revision: â€œ0â€ Description: â€œPrefabricated Wood Trusses - Buildings E & Jâ€ 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 E & Shop Drawings J Sincerely, Nick Santini EXXEL PACIFIC, INC. 323 TELEGRAPH RD. BELLINGHAM, WA 98226 âœ” REVIEWED BY Nick Santini DATE 1/14/2019 SUBMITTAL# 36 SPEC 061753