The URL can be used to link to this page

Home My WebLink About3318 185th Pl Ne Bldg J_BLD1856_2025 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA012 PERMIT #: 1856 DATE: 5/10/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Item(s) Inspected Location Concrete Footing Building J Reference Drawing(s): RFI 7 Item(s) Inspected Comments Base Material Condition Concrete, dry Drill Bit Type Rotohammer Hole Diameter/Depth 3/4" X 4" Hole Cleanliness Clean Anchor Spacing/Edge Distance 3 Per Footing, Each Side Anchor Type #5 Rebar Anchor Diameter/Length 5/8" Anchor Embedment 4" Adhesive Type Hilti HY 200R Adhesive Expiration Date 9-2019 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest on-site for periodic inspection of the items referenced above. Hole cleanliness and depth was verified prior to epoxy activities. Anchor installation was completed in accordance with approved plans and drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: AA012 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Anchor Installation in Progress ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA019 PERMIT #: 1851, 1852, 1853, 1854, 1856 DATE: 8/19/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Epoxied Anchor Bolts for Holdowns Building D, E, F, G, J (Each End of Entry Party Walls) Reference Drawing(s): RFI #43, Structural Drawings Item(s) Inspected Comments Base Material Condition Fully Cured Concrete, 63Âº Drill Bit Type Drilled Prior Hole Diameter/Depth 3/4", 9" Hole Cleanliness Blown, Brushed & Blown Clean Anchor Spacing/Edge Distance NA Anchor Type Threaded Rod Anchor Diameter/Length 5/8", 14" Anchor Embedment 9" Adhesive Type Hilti Hit HY-200 R Adhesive Expiration Date 2/2020 Adhesive ICC-ES Report 3187 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the installation of the anchor bolts. The contractor followed the manufacturerâ€™s published instructions. The anchors were found to conform with the RFI and with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB024 PERMIT #: 1854, 1856 DATE: 4/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Devin Murphy Placement Location: Building G Stem Walls and Plinth Bases, Building J Perimeter and Plinth Footings Sample Location: Building J, Sampled Mid of a 10 CY Load at 10 CY Total Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.50 29 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 Sk, 7/8" Agg, MB polly 997, Hot water Unit Weight, pcf (C138) NT Truck/Ticket # C082 / 220912 Air/Mix Temp.,Â°F (C1064) 52 / 59 DM6 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 49.1/75.0 Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 10:06 AM Water Added on Job, gals 10 Time Sampled 10:35 AM Water Requested by Miles Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94583 7 04-24 66110 4.01 12.63 5230 TYPE 2: 94584 28 05-15 75760 4.00 12.57 6030 TYPE 3: 94585 28 05-15 74570 4.00 12.57 5930 TYPE 3: 94586 28 05-15 80010 4.00 12.57 6370 TYPE 3: 94587 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: As requested, GeoTest was onsite to provided concrete testing and steel reinforcement inspection at the locations stated above. The concrete was placed via boom pump and was mechanically consolidated. The steel reinforcement was found to conform to the approved project 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 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 #: CB027 PERMIT #: 1856, 1857 DATE: 4/24/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tristan Coragiulo Placement Location: Building J Stem Walls, Building K Stem Wall, and Plinth Footings Sample Location: Second Truck, Mid-Pour, Directly From Chute, Southern Perimeter of Building J Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.00 9 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 SK, 7/8" Agg, pea Agg, MB Poly 997, Hot Water Unit Weight, pcf (C138) NT Truck/Ticket # C183 / 221304 Air/Mix Temp.,Â°F (C1064) 52 / 60 TC5 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 53-83 Quantity Placed, cy 80 Cure Method - Initial / Final Container / Water Tank Time Batched 8:41 AM Water Added on Job, gals 15 Time Sampled 9:15 AM Water Requested by Miles Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94917 7 05-01 58730 4.00 12.57 4670 TYPE 3: 94918 28 05-22 78040 4.00 12.57 6210 TYPE 2: 94919 28 05-22 77070 4.00 12.57 6130 TYPE 2: 94920 28 05-22 75980 4.00 12.57 6040 TYPE 2: 94921 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection NT n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to provide concrete placement observation as well as concrete testing. Concrete was placed via pump truck, mechanically consolidated, and was hand finished for both buildings pours. For reinforcement inspection, please refer to report IR010. GeoTest will return for further inspection and observation as requested. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB027 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1. Building J stem wall placement (looking north). Figure 2. Building K stem wall and plinth footing placement (looking southeast). Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: 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 #: CB041 PERMIT #: 1856 DATE: 5/20/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building J, Exterior Slabs on Grade, Patios, and Entryways Sample Location: Footings for East Side Patios and South Entry Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.50 19 Mix # 0260A6C Air Content, % (C231) 4.9 2 Mix Description 6sk. 7/8", WRA, AEA Unit Weight, pcf (C138) NT Truck/Ticket # C145 / 616205 Air/Mix Temp.,Â°F (C1064) 52 / 57 TM06 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 53 / 71 Quantity Placed, cy 21 Cure Method - Initial / Final Container / Water Tank Time Batched 7:27 A.M Water Added on Job, gals 8 Time Sampled 8:15 A.M Water Requested by Conc. Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 96269 7 05-27 58910 4.00 12.57 4690 TYPE 5: 96270 28 06-17 74130 4.00 12.57 5900 TYPE 2: 96271 28 06-17 74510 4.00 12.57 5930 TYPE 2: 96272 28 06-17 76630 4.00 12.57 6100 TYPE 2: 96273 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 two #5 bars were wet-set into the thickened edges. The concrete was placed using a boom pump. 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. FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD053 PERMIT #: BLDG Permit #1856 DATE: 5/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Suzie Miller Compaction Of: Building J Slab Subgrade Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 See Figure 1 TOG DT/8 131.4 6.9 122.9 1 97 95 P 2 See Figure 1 TOG DT/8 141.9 6.6 133.1 1 105 95 P 3 See Figure 1 TOG DT/6 140.8 7.0 131.6 1 103 95 P 4 See Figure 1 TOG DT/8 128.3 5.3 121.9 1 96 95 P 5 See Figure 1 TOG DT/6 132.4 6.7 124.1 1 98 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4332A PGS w/ Gravel Lenz Enterprises Pit (D-255) 127.2 9.6 17 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instrotek/3500/2082 M/D Standard Count: 399/3179 Comments: TOG Top of Grade GeoTest was onsite, as requested to provide in-place density testing at the above location. Prior to GeoTestâ€™s arrival, the material had been placed and compacted. Initial tests resulted in failing tests on the north end of the building pad. The contractor was informed of the failing result. The area was recompacted with a jumping jack and plate compactor. All tests met or exceeded compaction requirements. 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 #: FD053 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1 - Test Locations Figure 2 - Compaction with jumping jack. 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. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF040 PERMIT #: 1950, 1956 DATE: 6/12/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm Sheathing Building J, 2nd Floor Level Shear Wall Sheathing and HD Strapping (In Progress) Building C, Exterior Shear Walls 1st, 2nd & 3rd Floor Levels 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 Per Framing Notes and SW Schedule Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The completed items listed above were found to conform to 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 #: LF043 PERMIT #: 1849, 1850, 1854, 1856 DATE: 6/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Roof Diaphragm Sheathing Building B Floor Diaphragm Sheathing Building G, 3rd Level Shear Wall Sheathing Building J, 2nd Level (Entry Walls) Exterior Sheathing and Straps Final Inspection Building C Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Rated Sturd-i-Floor, 23/32" (SW-15/32") , T&G, Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Clips are in 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 Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the items listed above. All the above items and at the locations mentioned 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 #: LF049 PERMIT #: J-1856 DATE: 6/26/2019 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 J, 3rd Level 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 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 Yes Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the sheathing and fasteners for the above floor diaphragm. All items found were addressed prior to our leaving the project. Above items were in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF050 PERMIT #: J-1856, O-1861 DATE: 6/27/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Framing Building O, All 1st Level Locations Shear Wall Sheathing Building J, 3rd Floor 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 Per Plan Panel edges bear on framing members SWâ€™s are Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. Building Jâ€™s 3rd-floor entry wall was per plan. The framing at Building O is 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 #: 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 #: LF065 PERMIT #: 1856, 1857, 1858 DATE: 7/23/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 4 CONTRACTOR: Exxel Pacific INSPECTOR: John Silk Item(s) Inspected Location Shear Walls Buildings L & K Roof Sheathing Building J Reference Drawings: Approved Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Structural Plan Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing Per Shearwall Schedule Pneumatic or mechanically driven fasteners conform Per General Notes Nail heads driven flush Acceptable Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above item. The contractor addressed all items found prior to our leaving the project. Above items were in accordance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF065 CONTRACTOR: Exxel Pacific PAGE #: 2 of 4 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF065 CONTRACTOR: Exxel Pacific PAGE #: 3 of 4 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF065 CONTRACTOR: Exxel Pacific PAGE #: 4 of 4 LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: 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 #: LF074 PERMIT #: J-1856, K-1858, L-1857 DATE: 8/15/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Roof Diaphragm Sheathing Building L Shear Wall Sheathing & Floor- Floor Straps, Final Inspection Building J, K Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Drawings Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" x 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Over-Driven Nails Were Corrected Hold down, type, location Floor to Floor and Perf. SW Straps Per Plan Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. All nonconforming items were addressed prior to our leaving the job site. Above items were in conformance. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: 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. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at ArlingtonÂ â€Â BLD J JOB #: 18â€0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10â€22â€2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1856 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington â€“ BLD J 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 ï‚· Earthwork Field Density Moisture Report FD053 Concrete Break Reports CB024, CB027, CB040 ï‚· Reinforced Concrete & CB041 and Inspection Reports IR010 & IR014 Lateral Framing Inspection Reports LF040, ï‚· Lateral Framing LF043, LF049, LF050, LF062, LF064, LF065, LF069, LF074, LF086 â€“ LF088 & LF093 Adhesive Anchor Inspection Reports AA012 & ï‚· Proprietary Anchors AA019 All work requiring special inspection for the project to date has been completed. To the best of our knowledge the inspected work is in conformance with the approved project plans and specifications and the applicable workmanship provisions of the International Building Code. All related laboratory tests performed by GeoTest have met or exceeded the minimum test requirements. This is GeoTestâ€™s final special inspection and testing submittal for The Villas at ArlingtonÂ â€Â BLD J 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 #: 1856 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 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 Processing/Technology $25.00 Total $73,174.74 Attached Letters Date Letter Description 09/19/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/08/2018 Alliant Capital Ltd. 18506 Bldg. J Check #104500 Kristin Foster $8,802.10 10/11/2018 Fidelity National Title check #26379 Launa Black $64,372.64 Outstanding Balance $0.00 Uploaded Files Date File Name 03/11/2020 6373804-Villas Bldg. J C of O.pdf 11/01/2018 4145053-1856_Villas Building Permit.pdf 03/09/2018 3141587-Commercial Application - Building J.pdf SUBMITTAL PACKAGE Page 1 DATE: 1/14/2019 Your Logo Here FOR APPROVAL PACKAGE NUM: 36 PACKAGE REV: 0 Exxel Pacific, Inc. SPEC #: 061753 201808. - Villas at Arlington To: Dennis Titus From: Nick Santini CG Engineering PLLC Exxel Pacific, Inc. 250 4th Ave South #200 323 Telegraph Road Edmonds, WA 98020 Bellingham, WA 98226 We are transmitting the following Submittal Package Number: â€œ36â€, Revision: â€œ0â€ Description: â€œPrefabricated Wood Trusses - Buildings E & Jâ€ for your review, intended to be compliant with contract Specification Number: â€œ061753â€. Please review and respond to: Nick Santini, by: 1/28/2019 in accordance with the contract documents. Additional Notes: Spec Number Submittal Description Submittal Details 1. 061753 Prefabricated Wood Trusses - Buildings E & Shop Drawings J Sincerely, Nick Santini EXXEL PACIFIC, INC. 323 TELEGRAPH RD. BELLINGHAM, WA 98226 âœ” REVIEWED BY Nick Santini DATE 1/14/2019 SUBMITTAL# 36 SPEC 061753