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Home My WebLink About3318 185th Pl Ne Bldg N_BLD1860_2025 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA003 PERMIT #: 1860 DATE: 3/13/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Item(s) Inspected Location Concrete Footing Building N, All Cross Section Footings Reference Drawing(s): RFI 7 Item(s) Inspected Comments Base Material Condition Concrete, Dry Drill Bit Type Hollow Bit Roto-hammer Hole Diameter/Depth 3/4" X 4" Hole Cleanliness Clean Anchor Spacing/Edge Distance 5" On-Center Anchor Type #5 Rebar Anchor Diameter/Length 5/8" Anchor Embedment 4" Adhesive Type Hilti HY 200 Adhesive Expiration Date 9/2019 Adhesive ICC-ES Report 3187 and 3963 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest on-site for periodic inspection of epoxied bars installed for the Building N cross- sectional footings. Epoxy and installation were completed in accordance with RFI 7. Items inspected were in conformance with approved plans and drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 4 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA015 PERMIT #: 1860 DATE: 5/31/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Holdown Anchor Bolts Building N, Center Party Wall, Both Ends Reference Drawing(s): RFI #43 Item(s) Inspected Comments Base Material Condition Fully Cured Concrete Drill Bit Type Drilled Prior Hole Diameter/Depth 3/4", 9" Hole Cleanliness 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 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 installation of the above anchor bolts. The bolts were found to conform to RFI 43 and 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. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB004 PERMIT #: 1862, 1863, 1860 DATE: 1/31/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building P, Stem Walls and Plinths Building Q, Plinths Building N, Perimeter Wall Footings and Plinth Footings Sample Location: 1st Load Placed at Building P, Stem Walls and Plinths West Half of Building Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.75 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5sk. 7/8", Pea. WRA Unit Weight, pcf (C138) NT Truck/Ticket # C116 / 615146 Air/Mix Temp.,Â°F (C1064) 52 / 62 TM02 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 37/71 TM02 Quantity Placed, cy Cure Method - Initial / Final Container / Water Tank Time Batched 11:47 A.M Water Added on Job, gals 15 Time Sampled 12:33 P.M Water Requested by Concrete Contrac Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 91861 7 02-07 54230 4.01 12.63 4290 TYPE 2: 91862 28 02-28 0 0.00 0.00 0 91863 28 02-28 0 0.00 0.00 0 91864 28 02-28 0 0.00 0.00 0 91865 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest was on site as requested to inspect the concrete placement at the above locations. The reinforcing steel was in place and was found to be in conformance with project structural drawings. The concrete was placed using a boom pump and was mechanically consolidated. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cgengineering.com, jkim@avscommunities.com, kolander@arlingtonwa.gov, lpeterson@arlingtonwa.gov, Matthew.Breiner@alliantcapital.com ...and 2 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. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB004 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo shows the contractor placing and consolidating the concrete at Building P footings. Photo of the continuous footing reinforcement with one of the 'UFER' electrical grounding bars tied to one of the footing's continuous bars. Two of these were installed at the building's east end. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB005 PERMIT #: Bld.N-1860, Bld.O-1861 DATE: 2/22/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building N, Stem Walls and Plinths Building O, Continuous Footings and Spread Footing for Plinth/Timber Post Sample Location: 1st Load, Stem Walls at West Half of the Building N Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.50 19 Mix # 02550C Air Content, % (C231) NT Mix Description 5.5 sk. 7/8", WRA, 50% HW Unit Weight, pcf (C138) NT Truck/Ticket # C114 / 218087 Air/Mix Temp.,Â°F (C1064) 31 / 62 TM01 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F Quantity Placed, cy 70 Cure Method - Initial / Final Container / Water Tank Time Batched 11:16 AM Water Added on Job, gals 10 Time Sampled 12:15 PM Water Requested by Contractor Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 92386 7 03-01 53680 4.01 12.63 4250 TYPE 2: 92387 28 03-22 67330 4.01 12.63 5330 TYPE 3: 92388 28 03-22 68350 4.01 12.63 5410 TYPE 3: 92389 28 03-22 68350 4.01 12.63 5410 TYPE 4: 92390 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-mentioned locations. The reinforcing steel and holdown anchor bolts were inspected prior and were found to be in conformance with the structural notes on sheet S1.1, Foundation notes on S2.6.1, Schedules on S3.1 and details on S4.1 COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 4 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB005 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Snow was heavy for a short time. The contractor is shown placing and consolidating the concrete with the mixer truck discharging concrete into the boom pump hopper. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB011 PERMIT #: 1860 DATE: 3/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 3 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Placement Location: Slab on Grade and Exterior Patios/Entries for Building N Sample Location: Exterior Patios/Entries, Load 1, Middle of the Batch Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 5.00 15 Mix # 0260A6C Air Content, % (C231) 4.4 18 Mix Description 7/8" Agg. Unit Weight, pcf (C138) NT Truck/Ticket # C138 / 219151 Air/Mix Temp.,Â°F (C1064) 32 / 64 JM1 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 6:28 AM Water Added on Job, gals 0 Time Sampled 7:25 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 93290 7 03-25 80970 4.02 12.69 6380 TYPE 2: 93291 28 04-15 88460 4.01 12.63 7000 TYPE 2: 93292 28 04-15 93040 4.01 12.63 7370 TYPE 3: 93293 28 04-15 91070 4.01 12.63 7210 TYPE 3: 93294 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection Yes n/a: not applicable Specimen Size 4" X 8" Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: GeoTest on site for inspection of the above-referenced locations. Reviewed reinforcing steel in accordance with RFI 7. Concrete was placed by a pump and was consolidated through rodding. All items inspected were in conformance with approved plans and drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Compressive Strength Test Report * Continuation PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB011 CONTRACTOR: Exxel Pacific PAGE #: 2 of 3 Sample Location: Interior Slab on Grade Building N, Load 4, Middle of Batch Field Data: Truck/Ticket # C040 / 615419 Slump, in. (C143) 6.00 Time Batched 7:20 AM Air Content, % (C231) NT Time Sampled 8:15 AM Unit Weight, pcf (C138) NT Air Temperature,Â°F 38 Water Added on Job, gals 0 Mix Temp.Â°F(C1064) 63 Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 93295 7 03-25 51320 4.02 12.69 4040 TYPE 2: 93296 28 04-15 65450 4.01 12.63 5180 TYPE 3: 93297 28 04-15 64530 4.01 12.63 5110 93298 28 04-15 64980 4.01 12.63 5140 TYPE 2: 93299 Hold 00-00 0 0.00 0.00 0 Comments: This set represents Miles Mix 02550C, about 120 cubic yards were placed of this mix. 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 #: CB011 CONTRACTOR: Exxel Pacific PAGE #: 3 of 3 Concrete Placement in Progress Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB019 PERMIT #: 1860 DATE: 4/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building C Exterior Concrete: Patios, Entry Slabs on Grade Sample Location: Building North Side, 1st Load Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.50 19 Mix # 0260A6C Air Content, % (C231) 5.4 2 Mix Description 6sk .7/8", Pea, WRA, AEA, 1% NC Unit Weight, pcf (C138) NT Truck/Ticket # C116 / 615688 Air/Mix Temp.,Â°F (C1064) 44 / 59 TM06 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 45 / 71 Quantity Placed, cy 30 Cure Method - Initial / Final Container / Water Tank Time Batched 6:42 AM Water Added on Job, gals 5 Time Sampled 7:16 AM Water Requested by Pump Operator Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94171 7 04-15 51130 4.01 12.63 4050 TYPE 3: Exterior Mix 94172 28 05-06 0 0.00 0.00 0 Exterior Mix 94173 28 05-06 0 0.00 0.00 0 Exterior Mix 94174 28 05-06 0 0.00 0.00 0 Exterior Mix 94175 Hold 00-00 0 0.00 0.00 0 Exterior 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 reinforcing steel bars at the thickened edges were in place per plan. 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 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB019 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo of the contractor placing the concrete. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB020 PERMIT #: 1860 DATE: 4/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Placement Location: Building C: Interior Slab on Grade Sample Location: East End 1/3 Point of Slab, 4th Load Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 6.50 19 Mix # 2550C Air Content, % (C231) NT Mix Description 5.5sk. 7/8", PEA, WRA, 1% NC Unit Weight, pcf (C138) NT Truck/Ticket # C116 / 615698 Air/Mix Temp.,Â°F (C1064) 47 / 57 TM06 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 45 / 71 Quantity Placed, cy 120 Cure Method - Initial / Final Container / Water Tank Time Batched 8:21 AM Water Added on Job, gals 12 Time Sampled 9:20 AM Water Requested by Pump Operator Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94181 7 04-15 51130 4.01 12.63 4050 TYPE 3: Set #1 94182 28 05-06 63190 4.00 12.57 5030 TYPE 2: Set #1 94183 28 05-06 62300 4.00 12.57 4960 TYPE 2: Set #1 94184 28 05-06 65440 4.00 12.57 5210 TYPE 2: Set #1 94185 Hold 00-00 0 0.00 0.00 0 Set #1 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 and was found to conform with the structural drawings. 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. Concrete Compressive Strength Test Report * Continuation PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB020 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Sample Location: 8th Load, Place at the Western 1/3 Point of Slab Field Data: Truck/Ticket # CO59 / 615704 Slump, in. (C143) 6.75 Time Batched 9:28 AM Air Content, % (C231) NT Time Sampled 10:10 AM Unit Weight, pcf (C138) NT Air Temperature,Â°F 50 Water Added on Job, gals 10 Mix Temp.Â°F(C1064) 57 Water Requested by Pump Operator Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 94186 7 04-15 52770 4.01 12.63 4180 TYPE 3: Set #2 94187 28 05-06 59760 4.00 12.57 4750 TYPE 2: Set #2 94188 28 05-06 60360 4.00 12.57 4800 TYPE 2: Set #2 94189 28 05-06 59390 4.00 12.57 4720 TYPE 2: Set #2 94190 Hold 00-00 0 0.00 0.00 0 Set #2 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) 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: FD038 PERMIT #: 1860 DATE: 3/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Compaction Of: Native Subgrade for Building N Slab on Grade Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS Density Moisture Density Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 East Half FSG 12 114.8 14.1 100.6 1 97 95 P 2 Center FSG 12 118.3 14.6 103.2 1 100 95 P 3 West Half FSG 12 112.5 11.4 101.0 1 97 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4274A Native On-Site Stockpile 103.7 13.4 3 ASTM D1557 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: InstroTek/3500/BG164 M/D Standard Count: 409/3166 Comments: FSG - Finished Subgrade GeoTest on site for nuclear density testing of native subgrade for the Building N slab on grade. The subgrade was compacted with a heavy vibratory plate wacker. Soils appeared to be firm and stable. Elevation was the top of the subgrade. All tests met 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 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: FD038 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Native subgrade at the time of testing. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF005 PERMIT #: BLD-1860 DATE: 4/1/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building N, 2nd Level Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing 23/32", T&G Exp.1 Shear wall/diaphragm length, location Per Plan at the Above Locations Panel edges bear on framing members Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" x 2-1/4", 6 & 10" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: 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 4 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 #: LF005 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Comments: GeoTest was on site as requested to inspect the above items. See Figure 1 - With the exception of this item, the 2nd level floor diaphragm sheathing at building N is in accordance with the project drawings. Figure 1: At a couple of locations, a 3-6" strip was nailed into the rim plate at the required 6" on center. The minimum size of a filler sheet is 24" unless the seam is blocked and edge nailed at both sides per the Engineer of Record. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF006 PERMIT #: 1860 DATE: 4/4/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location SW-6 Shear Wall Sheathing Building N, Shear Wall SW-6 at the 2nd Level Stair Locations Reference Drawings: S2.5.1, S3.1, S5.1 Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Walls Inspected Prior to Installation Panel edges bear on framing members All Edges Were 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 .148", 2-1/4", 6" & 12" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The sheathing was inspected prior to the installation of the Dens-Glass wall board. 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 #: LF006 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The sheathing and fasteners at the six stair second-floor shear walls mentioned above were found to be in accordance with the project structural drawings. The nailing of the panel's edges and the fasteners into the top and bottom plates require inspection after the walls are installed. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF009 PERMIT #: 1848, 1860, 1861, 1862. 1863, 1864 DATE: 4/11/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Walls: Sheathing Rec. Bld. at all Shear Wall Locations Except for SW2 Wall Shear Walls: Sheathing East Wall at Buildings N & O, West Walls at Buildings P & Q MST37 Straps Nailed to Wall Top Plate Building A (5) Locations, ADA Units Closets 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 See Comments Panel edges bear on framing members All Edges Were 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 .148", 2-1/4", Per 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 shear wall sheathing and straps at the above locations. 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 #: LF009 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The MST37 straps were fastened to the wall top plate using 148 X 2-1/2" nails. In this picture, the door on the left is not shown on the structural drawings. The contractor will reach out to the project engineer regarding moving the holdown location to the other side of the door. The sheathing and the nailing of the sheathing at the locations mentioned in this report were found to be in conformance with the structural drawings. The contractor plans to sheath the interior side of the SW2 shear wall at the buildings east side as directed by the project structural engineer. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF011 PERMIT #: 1860, 1848 DATE: 4/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing and Fasteners Building N, 3rd Level, Building A, 2nd Level (Rim Locations) Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated OSB (T&G) Sheathing, 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 2-1/4", 6 and 10" On Center Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The sheathing and fasteners 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 #: LF012 PERMIT #: 1860, 1861, 1863 DATE: 4/18/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building N, Level 2 Walls at Each of (3) Stair Locations Shear Wall Sheathing Building O, Level 2 Walls at Each of (3) Stair Locations Post Bolted Connections to Foundation Embed Building Q, 1st Level at (6) C8 Column Locations Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Walls Were Inspected Prior to Being Installed Into Building Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148, 2-1/4", 6 & 12" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: Geotest was on site as requested to inspect the above items. The items inspected were found to be in conformance with the project structural drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF012 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Post Connection: One of the six columns to foundation connections at Building Q. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF014 PERMIT #: 1860, 1862, 1863 DATE: 4/23/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Wall Sheathing Building N, 3rd Level Stair Walls Shear Wall Sheathing and Straps (In Progress) Building P and Q: Levels 1, 2 & 3 Exterior Shear Walls Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32" . EXP.1 Shear wall/diaphragm length, location Panel edges bear on framing members Yes Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 x 2-1/4", Per Plan & RFI #44 Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location In Progress Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. See the following page for continued 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 #: LF014 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The stair wall sheathing at building Nâ€™s three stairs was found to conform with the project drawings. The exterior shear wall at buildings P and Q were found to be still in progress. GeoTest walked both buildings with the framing contractor and determined the walls were not complete and that they need to conduct an inspection themselves prior to scheduling us to return for a follow-up inspection for these walls. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF023 PERMIT #: 1860 DATE: 5/16/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Roof Diaphragm: Sheathing Building N Exterior Shear Walls: Sheathing Building N, Floors 1, 2, 3 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 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 Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148, 2-1/4", Per SW Schedule Roof .131", 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 In The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. Building N roof sheathing was found to be in conformance with the project drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF023 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 At a few locations of the sheathing at Building N shear walls, nails were missing and one floor to floor strap was missing nails. The contractor was informed of our inspection results and each item was marked at its location with yellow paint. GeoTest will verify that all nonconforming items have been addressed in accordance with the project structural drawings when requested. AMENDED 5/21/19: Please see LF024 for conforming reinspection. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF024 PERMIT #: C-1850 N-1860 DATE: 5/17/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Shear Walls Sheathing Building C, 1st Floor Entry Walls Shear Walls Sheathing and HD Straps Reinspection Building N, Floors 1, 2 & 3 Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Panel edges bear on framing members Yes Fully Blocked Per Plan Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown 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", Spacing Per SW Schedule 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 above items. The items listed above were found 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 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF024 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 This floor to floor holdown strap was listed as non-conforming due to the missing nails on our previous report LF023. The contractor has installed the correct size and number of nails. This item is now in conformance The is one of the locations in our previous report IR023, nails were missing to the shear wall sheathing. This location as with the other locations at the building exterior shear walls - nails were found missing are now addressed in accordance with the project structural drawings. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF045 PERMIT #: 1860 DATE: 6/19/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Final Framing and Interior Shear Wall Sheathing Building N (In Progress Inspection Follow-up Needed) Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D-Fir #1 & #2 Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members SW are Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Clips Were Installed Per SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown In Progress Foundation plates or sills on concrete are treated Yes Base-plate bolting complies Yes Nail diameter, length, number of lines, spacing Pneumatic or mechanically driven fasteners conform In Progress Nail heads driven flush 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 conduct a final framing inspection of building N. The items found during our inspection were marked at its location and the issue was described. 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 #: LF052 PERMIT #: 1860 DATE: 7/3/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Interior Framing (Follow-Up Inspection-See Report LF045) Building N Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members SWâ€™s are Fully Blocked Diaphragm chord, drag strut, braces and related Per Plan Connection of blocking to wall top plates Clips are in Per SW Schedule Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated 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 Per Plan at Stairs 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. Items found prior on GeoTestâ€™s Lateral Framing Inspection report LF045, dated 6/19/19, were now 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. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at Arlington - BLD N JOB #: 18-0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 9-11-2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1860 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington - BLD N project located in Arlington, Washington. GeoTestâ€™s services took place from October 9, 2018 through September 11, 2019. Our testing and inspections included the following scope of work: TEST/INSPECTION ITEM REFERENCE Field Density Moisture Reports FD014 & â€¢ Earthwork FD038 Concrete Break Reports CB004, CB005 & â€¢ Reinforced Concrete CB011 Lateral Framing Inspection Reports LF005, â€¢ Lateral Framing LF006, LF009, LF011, LF012, LF014, LF015, LF023, LF024, LF045 & LF052 Adhesive Anchor Inspection Reports AA003 & â€¢ Proprietary Anchors AA015 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 Arlington - BLD N 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. Sieve Analysis Test Report - ASTM C136/C117 6 in. 3 in. 2 in. 1Â½ in. 1 in. Â¾ in. Â½ in. 3/8 in. #4 #10 #20 #30 #40 #60 #100 #140 #200 100 WSDOT-16 9-03.14(2) Select Borrow 90 80 70 60 50 40 PERCENT FINER 30 20 10 0 100 10 1 0.1 GRAIN SIZE - mm. % Gravel % Sand % Fines % +3" Coarse Fine Coarse Medium Fine Silt 0 6 11 6 36 36 5 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) WSDOT 9-03.14(2) Select Borrow 6" 100 99 - 100 Structural Fill Material 3" 100 75 - 100 poorly graded sand with gravel 1-1/2" 99 Atterberg Limits 3/4" 94 PL= LL= PI= 5/8 93 1/2" 90 Coefficients 3/8" 88 D90= 12.0496 D85= 6.4622 D60= 0.6990 #4 83 D50= 0.5228 D30= 0.3335 D15= 0.2237 #10 77 D10= 0.1697 Cu= 4.12 Cc= 0.94 #20 65 Classification #40 41 0 - 50 USCS= SP AASHTO= #60 18 #100 9 Remarks #200 4.7 0.0 - 10 Sample meets SE but does not meet 4.5.2 sieve specification. Percent Passing #200 based on #4: 5.7% (Spec: 5% max) Sand Equivalent: 62 (Spec: 30 min) * WSDOT-16 9-03.14(2) Select Borrow Location: Lenz Enterprises Pit (D-255) - Sampled from site stockpile Sample Number: 4332A Date: 2-22-19 Client: Villas at Arlington Partners LLC Project: The Villas at Arlington 18506 Smokey Point Boulevard, Arlington, WA, 98223 This report may not be reproduced, except in full, without the prior written approval of GeoTest Services, Inc.Project No: 18-0760 Figure SP009 Tested By: JP Checked By: BF Moisture-Density (Proctor) Test Report 133 128 9.6%, 127.2 pcf 123 11.4%, 121.4 pcf Dry density, pcf 118 ZAV for Sp.G. = 2.65 113 108 4 6 8 10 12 14 16 Water content, % - Rock Corrected - Uncorrected Test specification: ASTM D 1557-12 Method A Modified ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Classification Nat. % > % < Sp.G. LL PI Depth USCS AASHTO Moist. #4 No.200 SP 17 4.7 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION WSDOT 9-03.14(2) Select Borrow Maximum dry density = 127.2 pcf 121.4 pcf Structural Fill Material Optimum moisture = 9.6 % 11.4 % poorly graded sand with gravel Project No. 18-0760 Client: Villas at Arlington Partners LLC Remarks: Project: The Villas at Arlington SPG: Assumed 18506 Smokey Point Boulevard, Arlington, WA, 98223 Date: 2-22-19 Loc.: Lenz Enterprises Pit (D-255) - Sampled from site stockpile This report may not be reproduced, except in full, without the prior written approval of GeoTest Services, Inc.Figure SP009 Tested By: JP Checked By: BF Permit #: 1860 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 Alliant Capital Ltd. 18506 Bldg. N 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 12/23/2019 6021884-Villas Bldg. N C of O.pdf 04/22/2019 4790733-1299_4-16-19 FL Inspection Bldg A,O,N.pdf 11/01/2018 4145077-1860_Villas Building Permit.pdf 03/09/2018 3141663-Commercial Application - Building N.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