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Home My WebLink About3318 185th Pl Ne Bldg C_BLD1850_2025 ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA006 PERMIT #: 1850 DATE: 4/3/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder Item(s) Inspected Location Footing to Slab on Grade Connection Building C Reference Drawing(s): RFI 7 Item(s) Inspected Comments Base Material Condition Concrete, Dry Drill Bit Type Rotohammer Hole Diameter/Depth 3/4"x4" Hole Cleanliness Clean Anchor Spacing/Edge Distance 3 Per Footing 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 Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site for inspection of the items referenced above. GeoTest verified hole depth and cleanliness prior to anchor and epoxy installation. All items were in conformance with the 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 CLIENT: Villas at Arlington Partners LLLP REPORT #: AA006 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Installed #5 Dowels ADHESIVE ANCHOR INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: AA018 PERMIT #: 1848, 1849, 1850, 1861 DATE: 6/25/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Holdown Anchor Bolts Buildings A, B, C and O (Each End of Entry Party Walls) Reference Drawing(s): Structural Drawings, RFI #43 Item(s) Inspected Comments Base Material Condition Dry Fully Cured Concrete Drill Bit Type Drilled Prior Hole Diameter/Depth 3/4", 9" Hole Cleanliness Blown, Brushed, Blown Clean Anchor Spacing/Edge Distance Per Plan 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 above items. The dowels were installed as per the project engineer instructions, project drawings and as recommended by the product manufacturers published instructions. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF078 PERMIT #: 1849, 1850, 1851, 1852, 1859, 1877, 1878 DATE: 8/26/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 1 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Gable Truss Reinforcing Sheathing for Roof Anchors Building B, C, D, E Shear Wall Sheathing (Sheathing in Progress) Building M, All Perimeter Shear Walls Wall Sheathing Garage #13 and #14, all Wall Locations Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32", Exp.1 Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members All Walls Fully Blocked Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Yes and Yes Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148 X 2-1/4", Per Plan Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: GeoTest was on site as requested to inspect the above items. The above items, (not in-progress) were found to be in conformance with the project drawings. A few locations were marked at building M for correction. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF022 PERMIT #: 1850, 1852 DATE: 5/14/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm Sheathing Building E, 2nd Floor Shear Wall Sheathing Building C, 3 Floor Walls at 3 Entries Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing, 15/32" (23/32" at Floor), Exp.1 Shear wall/diaphragm length, location Floor Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Walls Were Inspected Prior to Being Installed Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148", 2-1/4" Pneumatic or mechanically driven fasteners conform Nail heads driven flush Satisfactory Hold down, type, location Lag bolts/proper hole size Cold-formed framing-proper size, gage, spacing Screw type, spacing, driven flush Cold-formed welding conforms (AWS D1.1 and D1.3) Other The above items were conforming Nonconforming Items (see below) Comments: Geotest was on site as requested to inspect the sheathing at the above locations. The sheathing and fasteners and were found to be in conformance with the project structural drawings. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF022 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Entry Walls: The picture shows one of the entry walls. All walls were inspected laying on the third-floor deck prior to being installed into the building. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB019 PERMIT #: 1850 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 68070 4.00 12.57 5420 TYPE 2: Exterior Mix 94173 28 05-06 68180 4.00 12.57 5420 TYPE 3: Exterior Mix 94174 28 05-06 65240 4.00 12.57 5190 TYPE 2: 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 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 #: CB019 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo of the contractor placing the concrete. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20527 67th Ave NE, 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 #: FD043 PERMIT #: 1850 DATE: 3/28/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Kevin Richardson Compaction Of: Native Structural Fill for Slab-On-Grade at Building C (Below Cap Break) Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS DensityMoistureDensity Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 See Figure 1 TOG DT/12 125.0 5.5 118.5 1 99 95 P 2 See Figure 1 TOG DT/12 123.3 5.3 117.1 1 98 95 P 3 See Figure 1 TOG DT/10 120.8 6.5 113.4 1 95 95 P Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4283A Poorly Graded Sand w/ Gravel Native - Site Stockpile 119.6 8.7% 20 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instrotek/3500/3052 M/D Standard Count: 420/3122 Comments: GeoTest was on site as requested to perform compaction testing at Building C. Some initial tests didnâ€™t meet compaction requirements of 95% or greater per ASTM D1557/D4718. Contractor re-compacted areas with a jumping jack while GeoTest was on site. Additionally, PBS was on site and contractor re-compacted some areas (mostly around plumbing pipes). Final tests indicated 95% or greater per ASTM D1557/D4718. Exxel Pacific and TayEx were notified of our results prior to departing the site. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 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 20527 67th Ave NE, 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 #: FD043 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Figure 1: Approximate final test locations. Figure 2: Building C prior to placement of capillary break rock. Contractor in the process of digging out thickened interior footings. 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 Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: IR005 PERMIT #: 1848, 1850 DATE: 3/6/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Joel Morder INSPECTION OF: Building A Stem Walls and Plinth Bases, Building C Perimeter and Plinth Footings GeoTest on site for inspection of reinforcing steel for the locations referenced above. Reinforcing for the stem walls and plinth bases was inspected with reference to S4.1. Footings were inspected per the footing schedule on S3.1. Work was found to be in conformance with the approved plans and specifications. Plinth Footing Rebar Layout 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. 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 Inspection Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: IR005 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Stem Wall Bar Layout, Building A LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF021 PERMIT #: 1849, 1850, 1862 DATE: 5/8/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Floor Diaphragm: Sheathing Building C, 3rd Floor Shear Wall Sheathing Building B, 3rd Floor Entry Walls (Each Side of Stairs) Roof Diaphragm: Sheathing Building P Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Structural panel grade and thickness, glue Rated Sheathing (Sturd-I-Floor at Building B), 15/32" (23/32 at Bld B) Exp.1 Shear wall/diaphragm length, location Per Plan at Above Locations Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Connection of blocking to wall top plates Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Base-plate bolting complies Nail diameter, length, number of lines, spacing .148" X 2-1/4", 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. All items found were corrected prior to our leaving the project. Sheathing and fasteners were per plan. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF021 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 Photo of Building (P) roof was taken looking east across the south half. 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 #: 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 #: LF072 PERMIT #: 1850 DATE: 8/12/2019 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 C Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size D. First 2, Structural panel grade and thickness, glue Rated Sturd-i-Floor, 23/32" (Rated Sheathing15/32") 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 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 Per SW Schedule 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/ 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 conduct a final framing and interior shear wall inspection at Building C. All items found have been addressed, the framing and interior shear walls are completed per plan. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 5 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. SPECIAL INSPECTION SUMMARY PROJECT: The Villas at Arlington - BLD C JOB #: 18-0760 ADDRESS: 18506 Smokey Point Blvd, Arlington, WA 98223 DATE: 10-22-2019 CLIENT: Villas at Arlington Partners LLLP PERMIT #: 1850 CONTRACTOR: Exxel Pacific PAGE: 1 of 1 This letter summarizes our special inspection and testing efforts for The Villas at Arlington - BLD C 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 â€¢ Earthwork Field Density Moisture Report FD013 Concrete Break Reports CB008, CB010, CB019 â€¢ Reinforced Concrete & CB020 Lateral Framing Inspection Reports LF015, â€¢ Lateral Framing LF016, LF021, LF022, LF024, LF036, LF040, LF043, LF072 & LF078 Adhesive Anchor Inspection Reports AA006, â€¢ Proprietary Anchors AA013 & AA018 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 C 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 #: 1850 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: 2503351.89 Square Feet: 23049 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 $10,254.61 Building Plan Review Table 4-2 $177.30 Building Permit Table 4-1 $16,049.09 Park - Community MF Multi-family $35,928.00 Processing/Technology $25.00 State Surcharge - Commercial Commercial Only $25.00 State Surcharge - add'l DU Residential Additional Units $48.00 Traffic Mitigation - C/MF Commercial/Multi-family $31,227.36 Total $93,734.36 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. C Check #104500 Kristin Foster $10,254.61 03/08/2018 Alliant Capital Ltd. 18506 Bldg. C Check #104500 Kristin Foster $177.30 10/11/2018 Fidelity National Title check #26379 Launa Black $83,302.45 Outstanding Balance $0.00 Uploaded Files Date File Name 02/21/2020 6266988-Villas Bldg. C C of O.pdf 04/22/2019 4790689-1299_ 4-16-19 Fire Line Inspection Card.pdf 11/01/2018 4145044-1850_Villas Building Permit.pdf 03/09/2018 3141503-Commercial Application - Building C.pdf SUBMITTAL PACKAGE Page 1 DATE: 1/14/2019 Your Logo Here FOR APPROVAL PACKAGE NUM: 35 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€œ35â€, Revision: â€œ0â€ Description: â€œPrefabricated Wood Trusses - Buildings C, D, K & Lâ€ 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 C, Shop Drawings D, K & L Sincerely, Nick Santini EXXEL PACIFIC, INC. 323 TELEGRAPH RD. BELLINGHAM, WA 98226 âœ” REVIEWED BY Nick Santini DATE 1/14/2019 SUBMITTAL# 35 SPEC 061753