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Home My WebLink About3318 185th Pl Ne Covered BBQ 1_BLD1881_2025 Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: CB060 PERMIT #: 1881, 1882 DATE: 8/13/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Gunnar Sterlington Placement Location: Counter Weights for BBQ Pit Structures One and Two Sample Location: First Truck Middle of load Field Data: Eq. No. Supplier Miles Sand and Gravel Company Slump, in. (C143) 4.50 Mix # 02550C Air Content, % (C231) NA Mix Description 4 SK, 7/8" Unit Weight, pcf (C138) NA Truck/Ticket # C142 / 617402 Air/Mix Temp.,Â°F (C1064) 78 / 78 Strength Required 3000 psi at 28 days Field Cure Temperature, Â°F 71-106 Quantity Placed, cy 15 Cure Method - Initial / Final Container / Water Tank Time Batched 10:55 AM Water Added on Job, gals 0 Time Sampled 11:49 AM Water Requested by Laboratory Data: Lab Test Age Test Total Load Avg.D Area Compressive No. (Days) Date (lbs) (in) (inÂ²) Strength (psi) 100067 7 08-20 52180 4.00 12.57 4150 TYPE 2: 100068 28 09-10 62260 4.00 12.57 4950 TYPE 2: 100069 28 09-10 60970 4.00 12.57 4850 TYPE 2: 100070 28 09-10 60660 4.00 12.57 4830 TYPE 2: 100071 Hold 00-00 0 0.00 0.00 0 Reinforcement Inspection NT n/a: not applicable Specimen Size NA Reinforcement Conforms NT n/t: not tested Test Reference ASTM C31/C39/C1231 Comments: Concrete was poured in 58" deep holes for support of a cover over the BBQ pits. Concrete was poured from the truck directly to the hole and manually consolidated. COPIES: brian.j.anderson7@gmail.com, charliesr@cmaarch.com, chumphrey@safebuilt.com, cobyj@exxelpacific.com, Reviewed by davidb@exxelpacific.com, davidh@exxelpacific.com, dennist@cgengineering.com, dspencer@safebuilt.com, jaredu@cg engineering.com, jkim@avscommunities.com, jonr@exxelpacific.com ...and 6 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate to the sample (or location) tested. Concrete Inspection & Compressive Strength Test Report PROJECT: The Villas at Arlington JOB #: 18-0760 CLIENT: Villas at Arlington Partners LLLP REPORT #: CB060 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 BBQ Pit Cover Base LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF091 PERMIT #: 1871, 1872, 1873, 1881, 1882 DATE: 10/2/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Framing and Sheathing of Walls Garages 7, 8 and 9 Framing BBQ Enclosures Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Rated Sheathing (Car Decking @ BBQ) Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Gable Ends and Interior Wall at the Garages , Bracing Per Plan Connection of blocking to wall top plates Yes at Garages Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Yes at Garages 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 HDU2 Holdowns at Garages Were In Place Per Plan Lag bolts/proper hole size Lag Bolts at BBQ Were Installed Earlier 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 additional comments. AMENDED 10/14/19: Please see LF093 for conforming 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 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF091 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The contractor addressed all nonconforming items found prior to our leaving the site except for the missing flat blocking at both BBQ enclosures. The project's drawings show in addition to the vertical blocking shown in this photo flat blocking at the top of the beam is needed between each roof joist. The contractor was informed of this item. LATERAL FRAMING INSPECTION REPORT PROJECT: The Villas at Arlington JOB #: 18-0760 ADDRESS: 18506 Smokey Point Boulevard, Arlington, WA REPORT #: LF091 PERMIT #: 1871, 1872, 1873, 1881, 1882 DATE: 10/2/2019 CLIENT: Villas at Arlington Partners LLLP PAGE #: 1 of 2 CONTRACTOR: Exxel Pacific INSPECTOR: Tim Martin Item(s) Inspected Location Framing and Sheathing of Walls Garages 7, 8 and 9 Framing BBQ Enclosures Reference Drawings: Structural Drawings Items Inspected Comments Lumber grade, species, size Per Plan Structural panel grade and thickness, glue Rated Sheathing (Car Decking @ BBQ) Shear wall/diaphragm length, location Per Plan Panel edges bear on framing members Where Required Diaphragm chord, drag strut, braces and related Gable Ends and Interior Wall at the Garages , Bracing Per Plan Connection of blocking to wall top plates Yes at Garages Gypsum board with wood framing conforms 3" nom. framing in place, nails staggered where shown Foundation plates or sills on concrete are treated Yes at Garages 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 HDU2 Holdowns at Garages Were In Place Per Plan Lag bolts/proper hole size Lag Bolts at BBQ Were Installed Earlier 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 additional comments. AMENDED 10/14/19: Please see LF093 for conforming 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 CLIENT: Villas at Arlington Partners LLLP REPORT #: LF091 CONTRACTOR: Exxel Pacific PAGE #: 2 of 2 The contractor addressed all nonconforming items found prior to our leaving the site except for the missing flat blocking at both BBQ enclosures. The project's drawings show in addition to the vertical blocking shown in this photo flat blocking at the top of the beam is needed between each roof joist. The contractor was informed of this item. 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. Permit #: 1881 Permit Date: 03/09/18 Permit Type: COMMERCIAL BUILDING 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: Covered BBQ Area for Multi-Family Development Valuation: 36710.40 Square Feet: 768 Number of Stories: 1 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 $464.16 Building Plan Review Table 4-2 $13.74 Building Permit Table 4-1 $735.24 Processing/Technology $25.00 State Surcharge - Commercial Commercial Only $25.00 Total $1,263.14 Attached Letters Date Letter Description 09/20/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/08/2018 Alliant Capital Ltd. 18506 BBQ 1 Check #104500 Kristin Foster $464.16 10/11/2018 Fidelity National Title check #26379 Launa Black $798.98 Outstanding Balance $0.00 Uploaded Files Date File Name 02/21/2020 6267181-Villas BBQ 1 C of O.pdf 01/21/2020 6138090-1881_truss specs.pdf 11/01/2018 4145100-1881_Villas Building Permit.pdf 03/09/2018 3142221-Commercial Application - Covered BBQ 1.pdf