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Home My WebLink About3318 185th Pl Ne Bldg M_BLD1859_2025 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA007 PERMIT #: 1859 DATE: 4/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Continuous Footing Dowels Into Perimeter Foundation BLD B: At All Interior Footing/Perimeter Foundation Intersections Reference Drawing(s): RFI #7 Item(s) Inspected Comments Base Material Condition Satisfactory, Dry Concrete, 49Âº Drill Bit Type Hilti Carbide Tip Hole Diameter/Depth 3/4", 4" Hole Cleanliness Clean/Drilled Anchor Spacing/Edge Distance 3 Per Intersection 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 12/2019 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 #: AA007 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo of the contractor drilling one of the holes with a vacuum cleaning the hole as it's being drilled. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA017 PERMIT #: 1859 DATE: 6/14/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Reinforcing Steel Dowels Building M, Intersections of Interior Wall Footings & Perimeter Foundation Reference Drawing(s): RFI #7 Item(s) Inspected Comments Base Material Condition Satisfactory, Dry, 66Âº Drill Bit Type Carbide Tip (Hollow w/ Vac.) Hole Diameter/Depth 3/4", 4" Hole Cleanliness Clean Anchor Spacing/Edge Distance Per Plan Anchor Type Grade 60 Deformed Reinforcing Steel Anchor Diameter/Length 5/8", 50" Anchor Embedment 4" Adhesive Type Hilti Hit HY-200 R Adhesive Expiration Date 9/19 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site to inspect the installation of the interior wall footing dowels at the building perimeter foundation. The dowels 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 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. 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. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB033 PERMIT #: 1858, 1859 DATE: 5/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building L, Perimeter Stem Walls, and Entry Column Plinths Building M, Perimeter Wall Footings and Column Plinth Footings Sample Location: 1st Load, Building M, Placed at West End of the South Side of the Building Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5sk, 7/8", Pea, WRA Unit Weight, pcf (C138) NT Truck/Ticket # C139 / 222121 Air/Mix Temp.,Â°F (C1064) 71 / 70 TM06 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 75 Cure Method - Initial / Final Container / Water Tank Time Batched 11:39 A.M Water Added on Job, gals 20 Time Sampled 12:05 P.M Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 95764 7 05-15 51430 4.00 12.57 4090 TYPE 2: 95765 28 06-05 71960 4.01 12.63 5700 TYPE 2: 95766 28 06-05 68490 4.01 12.63 5420 TYPE 2: 95767 28 06-05 72560 4.01 12.63 5750 TYPE 2: 95768 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the above locations. The reinforcing steel was inspected and was found to be in conformance with the project structural drawings. AMENDED 6/7/19: GeoTest was provided with email acceptance of the HDâ€™s below as-installed from CG engineering. 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 #: CB033 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Note at Building L two holdown anchor bolts at the building west side were at the wrong location. The contractor added the two pictured 7/8" anchor bolts. The drawings call for the holdown anchor bolts to be cast into both the footing and the stem wall. Engineer approval is required. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB037 PERMIT #: 1855, 1859 DATE: 5/14/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building H Plinth and Perimeter Footings, Building M Stemwalls and Plinth Bases Sample Location: Building H Footings, First Load, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Aggregate, 5.5 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C055 / 222431 Air/Mix Temp.,Â°F (C1064) 54 / 65 JM5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 7:36 AM Water Added on Job, gals 0 Time Sampled 8:25 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 96012 7 05-21 65530 4.00 12.57 5210 TYPE 2: 96013 28 06-11 0 0.00 0.00 0 96014 28 06-11 0 0.00 0.00 0 96015 28 06-11 0 0.00 0.00 0 96016 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 items referenced above. Reinforcing steel was previously inspected and in conformance with approved plans and drawings. Concrete was placed by pump and consolidated by mechanical vibration. All elements 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 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB051 PERMIT #: 1859 DATE: 6/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building M Exterior Patios and Entrances Sample Location: First Load, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 15 Mix # 0260A6C Air Content, % (C231) 4.9 8 Mix Description 7/8" Agg., 6 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C143 / 616484 Air/Mix Temp.,Â°F (C1064) 56 / 67 JM2 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 30 Cure Method - Initial / Final Field Cure / Water Tank Time Batched 6:16 AM Water Added on Job, gals 5 Time Sampled 7:10 AM Water Requested by Pump Operator Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 97630 7 06-25 45570 3.99 12.50 3650 TYPE 2: 97631 28 07-16 75060 3.99 12.50 6000 TYPE 2: 97632 28 07-16 66450 3.99 12.50 5320 TYPE 2: 97633 28 07-16 62910 3.99 12.50 5030 TYPE 2: 97634 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection NT n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest on site for inspection of the exterior slabs for building M. Concrete was placed by pump and consolidated through rodding. 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 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB052 PERMIT #: 1859 DATE: 6/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building M Slab on Grade Sample Location: East Half of the Slab, First Load, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Agg, 5.5 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C060 / 616487 Air/Mix Temp.,Â°F (C1064) 57 / 71 JM2 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 120 Cure Method - Initial / Final Field Cure / Water Tank Time Batched 7:05 AM Water Added on Job, gals 14 Time Sampled 7:55 AM Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 97635 7 06-25 51760 3.99 12.50 4140 TYPE 2: 97636 28 07-16 72610 3.99 12.50 5810 TYPE 2: 97637 28 07-16 70920 3.99 12.50 5670 TYPE 2: 97638 28 07-16 75920 3.99 12.50 6070 TYPE 2: 97639 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 Building M slab on grade. Reviewed reinforcing steel per RFI 34. Concrete was placed by a pump and was consolidated through rodding. All elements 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 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 #: CB052 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 #: CB054 PERMIT #: 13-1877 14-1878 15-1879 16-1880 1859 DATE: 7/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Zach Click Placement Location: Garage 1, 13, 14, 15, 15 Slab on Grade Sample Location: Mid Load of 2nd Truck Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 14 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 Sack, 7/8" Agg., MBPOLY997 Unit Weight, pcf (C138) NT Truck/Ticket # C115 / 225404 Air/Mix Temp.,Â°F (C1064) 57 / 68 Z02 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 58-102 Quantity Placed, cy 68.75 Cure Method - Initial / Final Container / Water Tank Time Batched 6:31 AM Water Added on Job, gals 10 Time Sampled 7:15 AM Water Requested by Pump Operator Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 98557 7 07-15 54120 4.00 12.57 4310 TYPE 2: 98558 28 08-05 64440 4.00 12.57 5130 TYPE 2: 98559 28 08-05 64940 4.00 12.57 5170 TYPE 2: 98560 28 08-05 66280 4.00 12.57 5270 TYPE 2: 98561 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 perform concrete testing and to inspect steel reinforcement for the above-noted slab locations. Reinforcement was found to conform to project documents. Concrete was placed via boom truck. 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. Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: IR014 PERMIT #: 1855, 1856, 1859 DATE: 5/13/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin INSPECTION OF: Reinforcing Steel Placement GeoTest was on site as requested to inspect the placement of the reinforcing steel at the following locations. Building H, Perimeter Wall Footing and Column Plinth Footings. Building J, Slab on Grade with Interior Wall Footings and Column Pads. Building M, Perimeter Stem Wall, and Column Plinths. The reinforcing steel was in place at the above locations and was found to have been installed as detailed on sheet S4.1, in accordance with the notes and schedules and notes on sheets S1.1, S2.4.1 S2.5.1, S2.6.1, and S3.1. This photo of the reinforcing steel at building J was taken looking in a southwest direction across the slab. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: IR022 PERMIT #: 1859 DATE: 6/17/2019 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 M - Slab on grade with interior wall footings and column pads. The reinforcing steel was in place and was found to conform with RFI #34 and 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 #: LF059 PERMIT #: 1855, 1859 DATE: 7/15/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building M, 2nd Level Floor Diaphragm: Sheathing Building H, 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 mentioned above. The items inspected today and listed on this report were found to conform with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. 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 #: LF069 PERMIT #: 1856, 1859 DATE: 7/31/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm Sheathing Building M, 3rd Level Shear Wall Sheathing and HD Strapping Building J, Exterior All Levels Shear Wall Sheathing Building M, 1st Level Entry Walls 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 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 Floor), 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 floor and entry wall sheathing was per plan. The sheathing at Building J was marked at locations which will need to be addressed. 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 #: LF070 PERMIT #: 1855, 1859 DATE: 8/2/2019 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 H, Roof Shear Wall Sheathing and HD Strapping Building H, All Exterior Shear Walls Shear Wall Sheathing Building M, 3rd 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 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 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. The walls at Building M and the floor sheathing at Building H were complete and per plan. Wall sheathing at Building H was in progress. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF079 PERMIT #: 1859, 1877, 1878, 1884 DATE: 8/29/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing - Reinspection Building M, All Exterior Locations Roof Diaphragm Sheathing Building M, Garage 13 & 14 Roof and Wall Sheathing Mailbox Enclosure 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 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 items mentioned above. See the following page 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 #: LF079 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Exterior Sheathing Reinspection: Building M (exterior sheathing) was noted in report LF078 (dated 8/22/19) as in progress. The exterior sheathing and straps are now complete and are in accordance with the project structural drawings. Items mentioned in our earlier report LF078 have been addressed and are now in conformance with the project drawings. Wall and Roof Sheathing Inspection: The wall sheathing at garage 13 & 14, roof sheathing at building M and the roof and wall sheathing at the mailbox enclosure were found to be in conformance with the project drawings. 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. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB037 PERMIT #: 1855, 1859 DATE: 5/14/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Building H Plinth and Perimeter Footings, Building M Stemwalls and Plinth Bases Sample Location: Building H Footings, First Load, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 15 Mix # 02550C Air Content, % (C231) NT Mix Description 7/8" Aggregate, 5.5 Sack Unit Weight, pcf (C138) NT Truck/Ticket # C055 / 222431 Air/Mix Temp.,Â°F (C1064) 54 / 65 JM5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F NT Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 7:36 AM Water Added on Job, gals 0 Time Sampled 8:25 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 96012 7 05-21 65530 4.00 12.57 5210 TYPE 2: 96013 28 06-11 79710 4.01 12.63 6310 TYPE 2: 96014 28 06-11 77500 4.01 12.63 6140 TYPE 2: 96015 28 06-11 75100 4.01 12.63 5950 TYPE 2: 96016 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 items referenced above. Reinforcing steel was previously inspected and in conformance with approved plans and drawings. Concrete was placed by pump and consolidated by mechanical vibration. All elements 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 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. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at ArlingtonÂ â€Â BLD M JOB #: 18â€0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10â€22â€2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1859 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington â€“ BLD M 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 Concrete Break Reports CB033, CB037, CB051 ï‚· Reinforced Concrete & CB052 and Inspection Reports IR014 & IR022 Lateral Framing Inspection Reports LF059, ï‚· Lateral Framing LF064, LF069, LF070, LF079 & LF093 Adhesive Anchor Inspection Reports AA017 & 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 M 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 #: 1859 Permit Date: 03/09/18 Permit Type: MULTI-FAMILY Project Name: Villas at Arlington Applicant Name: Villas at Arlington, LLLP Applicant Address: 105 Cresent Bay Drive, Suite D Applicant, City, State, Zip: Laguna Beach, CA 92651 Contact: Carmel Gregory Phone: 425-778-8500 Email: carmelg@cgengineering.com Scope of Work: New Multi-Family Development Valuation: 2071084.09 Square Feet: 19069 Number of Stories: 3 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/01/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel # Address Legal Description Owner Name Owner Phone Zoning VILLAS AT 137 Multiple Family 31052000100800 3318 185TH PLACE NE ARLINGTON 101 - 200 Units Contractors Contractor Primary Contact Phone Address Contractor Type License License # 323A CONSTRUCTION EXXEL PACIFIC INC 360-734-2872 UBI 601 175 198 TELEGRAPH RD CONTRACTOR 323A CONSTRUCTION Labor and EXXEL PACIFIC INC 360-734-2872 EXXELPI073KN TELEGRAPH RD CONTRACTOR Industries Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL 03/09/2018 BUILDING BUILDING Fees Fee Description Notes Amount Building Plan Review Table 4-2 $8,802.10 Building Plan Review Table 4-2 $149.08 Building Permit Table 4-1 $13,771.04 Park - Community MF Multi-family $26,946.00 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 Check #104500 18506 Bldg. M Check #104500 Kristin Foster $8,802.10 10/11/2018 Fidelity National Title check #26379 Launa Black $64,372.64 Outstanding Balance $0.00 Notes Date Note Created By: 05/05/2020 Issued a conditioned Temp CO Kristin Foster Uploaded Files Date File Name 05/06/2020 6621829-Villas Bldg. M Temp. C of O IBC 2015.pdf 11/01/2018 4145076-1859_Villas Building Permit.pdf 03/09/2018 3141652-Commercial Application - Building M.pdf SUBMITTAL REVIEW â–¡ NO EXCEPTION TAKEN â–¡âœ” MAKE CORRECTION NOTED â–¡ REJECTED â–¡ REVISE AND RESUBMIT â–¡ SUBMIT SPECIFIED ITEM THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR REMAINS RESPONSIBLE FOR FULL COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. DIMENSIONS AND QUANTITIES WERE NOT REVIEWED AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. BY Morgan Kruse DATE 12/07/18