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Home My WebLink About3318 185th Pl Ne Bldg H_BLD1855_2025 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA016 PERMIT #: 1855 DATE: 6/4/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Reinforcing Steel Dowels Building H, Interior Footing and Perimeter Foundation Intersections Reference Drawing(s): RFI #7 Item(s) Inspected Comments Base Material Condition Satisfactory, Dry Concrete Drill Bit Type See Photo Below Hole Diameter/Depth 3/4", 4" Hole Cleanliness Clean Anchor Spacing/Edge Distance Per Plan Anchor Type Deformed Grade 60 Reinforcing Steel Anchor Diameter/Length 5/8", 44" Anchor Embedment 4" Adhesive Type Hilti Hit HY200 R Adhesive Expiration Date 9/19 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the epoxied reinforcing steel dowels at the above locations. The epoxied dowels at the locations mentioned in this report were found to conform with the RFI, project structural drawings and were installed as recommended by the manufacturerâ€™s published recommendations. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 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 #: AA016 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The contractor is shown drilling one of the holes for this interior footing/perimeter stem wall tee intersection. The contractor is cleaning the hole as it's being drilled. The hollow bit and a vacuum remove any dust as the hole is being dilled. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA020 PERMIT #: H-1855, L-1857, K-1858, M-1859 DATE: 9/13/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Anchor Bolts for HDU2 Holdowns at Interior Shear Walls (4) Bolts at Building H, K, & L (6) at Building M Reference Drawing(s): Structural Drawings and RFI #43 Item(s) Inspected Comments Base Material Condition Fully Cured Concrete, Dry, 65Âº Drill Bit Type Drilled Prior Hole Diameter/Depth 3/4", 9" Hole Cleanliness Blown, Brushed and Blown Clean Anchor Spacing/Edge Distance Per Plan Anchor Type Galvanized Threaded Rod Anchor Diameter/Length 5/8", 14" Anchor Embedment 9" Adhesive Type Hilti Hit HY-200 R Adhesive Expiration Date 6/2020 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the installation of the epoxied anchor for the interior shear walls at the buildings mentioned above. The anchor bolts were found to conform with the project drawings, RFI and the manufacturerâ€™s published instructions. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: AA020 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Photo showing the contractor using compressed air to clean one of the drilled holes at Building L. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: AA020 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 The photo shows the contractor injecting the epoxy into one of the drilled holes at Building K. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: 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 #: CB040 PERMIT #: J-1856, H-1855, SB1-1886 DATE: 5/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building J Interior Slab on Grade With Continuous Wall Footings and Spread Footings, Building H Stem Walls and Column Plinths, Storage Building #1 Continuous Footing Sample Location: South Half of Building J, Continuous Wall Footings, 1st Load Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.50 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5sk. 7/8", Pea. WRA, NC Accel. Unit Weight, pcf (C138) NT Truck/Ticket # C183 / 222659 Air/Mix Temp.,Â°F (C1064) 50 / 60 TM06 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 56 / 76 TM06 Quantity Placed, cy 118 Cure Method - Initial / Final Container / Water Tank Time Batched 8:23 AM Water Added on Job, gals 10 Time Sampled 9:32 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) 96237 7 05-24 52180 4.00 12.57 4150 TYPE 2: 96238 28 06-14 63890 4.01 12.63 5060 TYPE 2: 96239 28 06-14 60100 4.01 12.63 4760 TYPE 2: 96240 28 06-14 64910 4.01 12.63 5140 TYPE 2: 96241 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 locations mentioned above. The reinforcing steel was in place and was found to be in conformance with the projects structural drawings. Concrete placement at the slab occurred during a light rain. 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 Compressive Strength Test Report * Continuation PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB040 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Sample Location: 80 Yards Placed at North End of Slab Field Data: Truck/Ticket # C113 / 222677 Slump, in. (C143) 5.75 Time Batched 9:52 AM Air Content, % (C231) NT Time Sampled 11:04 AM Unit Weight, pcf (C138) NT Air Temperature,Â°F 51 Water Added on Job, gals 15 Mix Temp.Â°F(C1064) 59 Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 96242 7 05-24 54950 4.00 12.57 4370 TYPE 2: 96243 28 06-14 71310 4.01 12.63 5650 TYPE 2: 96244 28 06-14 71900 4.01 12.63 5690 TYPE 2: 96245 28 06-14 70680 4.01 12.63 5600 TYPE 2: 96246 Hold 00-00 0 0.00 0.00 0 Comments: Sample Location: Field Data: Truck/Ticket # / Slump, in. (C143) Time Batched Air Content, % (C231) Time Sampled Unit Weight, pcf (C138) Air Temperature,Â°F Water Added on Job, gals Mix Temp.Â°F(C1064) Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) Concrete Compressive Strength Test Report * Continuation PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB040 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Concrete Placement This picture was taken looking north across Building J slab. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB049 PERMIT #: 1855 DATE: 6/7/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building H, Exterior Patios and Entry Slabs on Grade Sample Location: 1st Load, Placed at Thickened Edges of All Patios Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.00 19 Mix # 0260AC Air Content, % (C231) 5.0 2 Mix Description 6sk. 7/8", WRA, AEA, NC 1/2% Unit Weight, pcf (C138) NT Truck/Ticket # C143 / 616337 Air/Mix Temp.,Â°F (C1064) 52 / 66 TM07 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Quantity Placed, cy 30 Cure Method - Initial / Final Container / Water Tank Time Batched 7:19 A.M Water Added on Job, gals 0 Time Sampled 8:22 A.M Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 97168 7 06-14 63680 4.01 12.63 5040 TYPE 2: Air Mix 97169 28 07-05 78670 3.99 12.50 6290 TYPE 2: Air Mix 97170 28 07-05 75800 3.99 12.50 6060 TYPE 2: Air Mix 97171 28 07-05 81210 3.99 12.50 6500 TYPE 2: Air Mix 97172 Hold 00-00 0 0.00 0.00 0 Air Mix 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 two number five bars at the patio thickened edges were in place per plan. The concrete was placed using a boom pump and was mechanically consolidated. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB050 PERMIT #: 1855, 1865 DATE: 6/7/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building H, Interior Slab on Grade With Continuous Wall Footings and Column Pads, Garage 1, Continuous Footings Sample Location: 4th Load, Placed at Slabs South End Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 19 Mix # 0255C Air Content, % (C231) NT Mix Description 5.5sk. 7/8", Pea. WRA Unit Weight, pcf (C138) NT Truck/Ticket # C143 / 616341 Air/Mix Temp.,Â°F (C1064) 54 / 63 TM07 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 9:08 A.M Water Added on Job, gals 0 Time Sampled 9:56 A.M Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 97173 7 06-14 46340 4.01 12.63 3670 TYPE 2: No Air 97174 28 07-05 69020 3.99 12.50 5520 TYPE 2: No Air 97175 28 07-05 63680 3.99 12.50 5090 TYPE 2: No Air 97176 28 07-05 67230 3.99 12.50 5380 TYPE 2: No Air 97177 Hold 00-00 0 0.00 0.00 0 No Air Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the above locations. The reinforcing steel was in place per RFI #34 and 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 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 #: CB050 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The photo shows the contractor placing the concrete at the north end of Building H using a boom pump. 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 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 #: IR020 PERMIT #: 1855 DATE: 6/5/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Dave Bufalini INSPECTION OF: Building H - Slab-on Grade Reinforcement GeoTest was on-site to observe the reinforcement within Building H. All reinforcement was in-place, secure and found to conform to the approved contract documents. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF051 PERMIT #: 1851, 1853, 1855, 1857 DATE: 7/2/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm Sheathing Buildings H & K, 2nd Level Roof Diaphragm Sheathing Buildings D & F Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sturd-i-Floor, 23/32" , T&G, Exp.1 . Roof Sheathing, 15/32" Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Roof Sheathing: Contractor Added Nails at Over-Driven Locations Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on-site as requested to inspect the items mentioned above. All items found were addressed prior to our leaving the project. The above items were found to be in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF053 PERMIT #: 1855 DATE: 7/5/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: John Silk Item(s) Inspected Location Shear Wall Sheathing Building H 2nd Floor Entry Shear Walls Reference Drawings: S2.5.1 Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per Shearwall Schedule Pneumatic or mechanically driven fasteners conform Per Shearwall Schedule Nail heads driven flush Acceptable Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on-site as requested to inspect the above items. Building H - 2nd-floor entry walls were assembled per plan. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF053 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: 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 #: LF062 PERMIT #: G-1854, H-1855, J-1856, K-1857 DATE: 7/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Buildings, G, H, J, 1st Level Floor Diaphragm Sheathing Building K, 3rd Level Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Per Plan Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" X 2-1/4" (2-1/2" at Diaphragm), Per Plan/SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The above items were found to be in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: 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 #: LF067 PERMIT #: 1854, 1858, 1855, 1848 DATE: 7/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing and HD Strapping Building G, All Exterior Locations Shear Wall Sheathing Building L, 3rd Level Entry Walls Column Connections to the Foundation Building G and H East Side of the Building at Entry Interior Framing Building A Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D.Fir #2 Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Clips are in Per SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Per Framing Notes and SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: See comments on Page 2. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF067 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 GeoTest was on site as requested to inspect the above items. The column connections at Building G & H and walls at Building L were found to conform with the project drawings. Building G - Exterior Shear Wall Sheathing: The items inspected will require corrections and marked at the location. Building A - Interior Framing: Items still requiring corrections, are as follows; holes in the shear wall top plates, plumbing, and electrical and oversized holes require strapping. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: 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 #: LF086 PERMIT #: 1855, 1856 DATE: 9/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing and Interior Shear Walls Building H Level 1 and J Level 1 Reference Drawings: S5.09 Items Inspected Comments Lumber grade, species, size D-Fir #2, Hem Fir #2 Structural panel grade and thickness, glue Rated Sheathing, 5/8", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members SW Fully Blocked Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Clips in Per 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 Sill Plates Treated Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Per Framing Notes and SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location See Comments 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. This was an in-progress inspection. Items found were marked include an HDU2 holdown where an HDU5 is called out. 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 #: LF087 PERMIT #: 1855, 1856 DATE: 9/19/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing Buildings J and H, Level 1 All Perimeter SW Locations Final Framing: Interior SW Sheathing and Framing Buildings J and H, Level 1 All Interior Wall SW Locations 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 Sheathing Was Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Sheathing Lapped at Rim or A35 Clips in Place Per SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Per SW Schedule Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Per SW Schedule & General Notes Nail diameter, length, number of lines, spacing Per Notes and SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location HDU and MST Holdowns Found to Conform with HD Schedule Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the items listed above. This was an in-progress inspection. Items found were marked and will require 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 #: LF088 PERMIT #: 1856, 1855, 1883, 1885 DATE: 9/20/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing of Perimeter Shear Walls Buildings J and H, 2nd & 3rd Floors Sheathing and Framing Covered Sitting Area & Maint./Stor. Building, Roof & Walls Interior Shear Walls, Sheathing and Framing Buildings J and H, 2nd & 3rd Floors Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D, Fir Structural panel grade and thickness, glue Rated Sheathing, 15/32" Shear wall/diaphragm length, location Per Plan at Above locations Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Per Plan and SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location MST Straps Conform with HD Schedule 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 maintenance/ storage building and covered seating area structure were in conformance with the project drawings. The framing at buildings J and 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 #: 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 H JOB #: 18â€0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10â€22â€2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1855 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington â€“ BLD H 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, FD039, ï‚· Earthwork FD049 â€“ FD051 and Soil Observation Reports SO011, SO012 & SO014 Concrete Break Reports CB037, CB040, CB049 ï‚· Reinforced Concrete & CB050 and Inspection Reports IR014 & IR020 Lateral Framing Inspection Reports LF051, ï‚· Lateral Framing LF053, LF059, LF062, LF064, LF067, LF070 & LF086 â€“ LF088 & LF093 Adhesive Anchor Inspection Reports AA016 & 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 H 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 #: 1855 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: 1991907.40 Square Feet: 18340 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 $8,536.05 Building Plan Review Table 4-2 $143.91 Building Permit Table 4-1 $13,353.78 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 $72,486.26 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. H Check #104500 Kristin Foster $8,536.05 10/11/2018 Fidelity National Title check #26379 Launa Black $63,950.21 Outstanding Balance $0.00 Uploaded Files Date File Name 03/11/2020 6373786-Villas Bldg. H C of O.pdf 11/01/2018 4145051-1855_Villas Building Permit.pdf 03/09/2018 3141583-Commercial Application - Building H.pdf SUBMITTAL PACKAGE Page 1 DATE: 11/27/2018 Your Logo Here FOR APPROVAL PACKAGE NUM: 9 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€œ9â€, Revision: â€œ0â€ Description: â€œPrefabricated Wood Trusses - Buildings F, G, H & Nâ€ for your review, intended to be compliant with contract Specification Number: â€œ061753â€. Please review and respond to: Nick Santini, by: 12/11/2018 in accordance with the contract documents. Additional Notes: Spec Number Submittal Description Submittal Details 1. 061753 Prefabricated Wood Trusses - Buildings F, Shop Drawings G, H & N SUBMITTAL REVIEW Sincerely, â–¡ NO EXCEPTION TAKEN â–¡ MAKE CORRECTION NOTED â–¡ REJECTED â–¡âœ” REVISE AND RESUBMIT â–¡ SUBMIT SPECIFIED ITEM Nick Santini 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 EXXEL PACIFIC, INC. 323 TELEGRAPH RD. BELLINGHAM, WA 98226 âœ” REVIEWED BY Nick Santini DATE 11/21/2018 SUBMITTAL# 9 SPEC 067153