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Special Inspection reports.pdfOTTO ROSENAU & ASSOCIATES. INC. SPECIAL INSPECTION & MATERIALS TESTING OPEN ISSUE LOG Project: Margo Day Residence Permit: Job No.: 18-0269 Date Updated: 4/23/2018 Item No. Inspection Date Report No. Inspector(s) Remarks Action Required (e.g. re -inspection, engineer follow up, etc.) Date Resolved A representative number of probe tests were taken throughout the referenced vicinity; based on penetration of 2" 1 4/11/2018 367913 Chris Smith to 3" with sustainable resistance to advance into surface it is our recommendation that the top 1" to 2" of soil be removed Reinspection before placement of concrete to reach competent soils that can support 1500 psf. MAY 2 9 2018 Copies to: DEVELOPMENT SERVICES COUNTER X Client X Engineer �.---� Owner Contractor Technical Responsibility: Architect X Building Dept. Isaac Ruoff; Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT RECEIVED Report Number: 367913 Project: Margo Day Residence Permit Number: (In progress) MAY g 2018 Address: 219 Skyline Drive, Edmonds Job Number: 18-0269 DEVELOPMENT SERVICES nni l.- Client: Morris Originals, LLC client Address: 31 l I New marKet atreet�-xxte n¢A, tseiungnam _ Inspections Performed Steel Decking Other (specify): Other (specify): Structural Steel Fabrication Soil bearing X Structural Steel Erection Inspector and Date Chris Smith 4/11/2018 Copies to: Remarks Contractor requested a site visit to inspect soil bear capacity. ORA representative soil probed 4 spread footings and one continuous footing at the south west corner of the property. A representative number of probe tests were taken throughout the referenced vicinity; based on penetration of 2" to 3" with sustainable resistance to advance into surface it is our recommendation that the top 1" to 2" of soil be removed before placement of concrete to reach competent soils that can support 1500 psf. Does Not Conform X Client X Engineer Others t� Owner Contractor Technical Responsibility: —f �,y�s'f ( �� a Architect X Building Dept. y Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) eCElve'ry OTTO ROSENAU & ASSOCIATES, INC. y J0 Geotechnical Engineering, Construction Inspection & Materials Testing Mayyl PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 18-0323 Report Number: 293036 Permit Number: 18100514RK Project: Primm Retrofit Client: Cascadia Seismic, Inc. Address: 6211 150th Place SW, Edmond Address: 1322 238th Place SW, Bothell Inspector: Paul Kanikkeberg Date: 4/30/2018 Description/Location: 5/8" diameter anchor bolts epoxied into existing stem walls in garage, laundry room, and music room. Inspected to approved plans and details. Intended Use: Holdowns Building Code & Year: SBC 2015 ❑ Reinforcing Steel ® All Thread Bar/Dowel Size & Quantity: Anchor Size & Quantity: 5/8" (12) Rebar Manufacturer: Type of Steel (ASTM): ® A-36 ❑ A-325 ❑ A-449 Rebar Grade: ❑ 40 ❑ 60 ❑ Other: ❑ Other: Type of Bar: ❑ A-615 ❑ A-706 ❑ A-775 ❑ Other: Special Ductile Quality (SDQ): ❑ Yes ❑ No Anchor Length: 12" Hole Depth: 8" Required Embedment: 8" Hole Diameter: 3/4" Concrete Thickness: 6" Concrete Strength: Existing Hole Orientation: ® Vertical Down ❑ Vertical Up ❑ Horizontal Base Material: ® Normal Weight Concrete ❑ Light Weight Concrete ❑ CMU ❑ Brick ❑ Composite Deck Hole Cleaning: ® Compressed Air ❑ Hand Pump ❑ Other: Compressed Air PSI: 100 Brushed: ® Yes ❑ No Hole Condition: ® Dry ❑ Damp ❑ Water Saturated ❑ Submerged Drill Bit (ANSI B212.15): ® Yes ❑ No Approved Diamond Cored Hole: ❑ Yes ® No Adhesive Type: Simpson SET XP Expiration Date: 12/18/2019 ICC ESR #: 2508 Weather: Cloudy, indoors Ambient Temperature: 50°F, 60°F Substrate Temperature: 50°F, 60°F Comments Reference Standard(s) Used: Conforms X Does Not Conform Copies to: Client X Engineer Others }f� �(/�/2�� �ry✓c Owner X Contractor Technical Responsibility: �"'" . Architect X Building Dept. Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-86-02 (Rev. 05113) ECElveo OTTO ROSENAU & ASSOCIATES, INC. R Geotechnical Engineering, Construction Inspection & Materials Testing ai 2g 2018 pEVE�-� ��UNTER PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 18-0269 Project: Margo Day Residence Address: 219 Skyline Drive, Edmonds Inspector: Travis Linn Report Number: 365450 Permit Number: (In progress) Client: Morris Originals, LLC Address: 3111 New Markey Street, Suite 105, Bellingham Date: 4/18/2018 Description/Location: ORA representative on site to inspect installation of epoxy all thread for foundation pad on west side of property. Intended Use: Steel column / foundation connection Building Code & Year: 2015 IBC ❑ Reinforcing Steel ® All Thread Bar/Dowel Size & Quantity: Anchor Size & Quantity: %", (24) Rebar Manufacturer: Type of Steel (ASTM): ❑ A-36 ❑ F-1554 ® A-307 Rebar Grade: ❑ 40 ❑ 60 ❑ Other: Grade: ❑ 36 ® 50 ❑ 75 ❑ Other: Type of Bar: ❑ A-615 ❑ A-706 ❑ A-775 ❑ Other: Special Ductile Quality (SDQ): ❑ Yes ❑ No Anchor Length: 18" Hole Depth: 9" Required Embedment: 9" Hole Diameter: 7/8" Concrete Thickness: 24" (2), 12" (2) Concrete Strength: 2500+ Hole Orientation: ® Vertical Down ❑ Vertical Up ❑ Horizontal Base Material: ® Normal Weight Concrete ❑ Light Weight Concrete ❑ CMU ❑ Brick ❑ Composite Deck Hole Cleaning: ® Compressed Air ❑ Hand Pump ❑ Other: Compressed Air PSI: 100+ Brushed: ® Yes ❑ No Hole Condition: ❑ Dry ® Damp ❑ Water Saturated ❑ Submerged Drill Bit (ANSI B212.15): ® Yes ❑ No Approved Diamond Cored Hole: ❑ Yes ® No Adhesive Type: SET XP Expiration Date: 5/5/2019 ICC ESR #: 2508 Weather: Clear Ambient Temperature: 43°F Substrate Temperature: 41 °F Comments First (12) holes used SET XP, as stated above, on southwest pads. Last (12) holes used CIAGEL 7000-C, expiration date 8/14/2019, ESR #437, for holes on northwest side. Reference Standard(s) Used: Conforms _ X Does Not Conform Copies to: X Client X Engineer Others Owner Contractor Technical Responsibility: Architect X Building Dept. Isaac Mqn, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADM/N-86-02 (Rev. 05113) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 367509 Project: Sunrise of Lynnwood Permit Number: BLD2015-1512 Address: 21500 72"d Avenue West, Edmonds Job Number: 17-0585 VIECEIVEE) MAY 2g 2018 _. 66_ NOR Client: Sunrise of Lynnwood Client Address: 2i500 72-, Ave vv, Edmonas _ Inspections Performed Steel Decking Other (specify): Other (specify): Structural Steel Fabrication Structural Steel Erection Inspector and Date Remarks Brian Robertson On site as requested by Jay Garthwaite Managing Director for TeamK12 to perform paint thickness 5/04/2018 testing at various locations in the newly painted section of the building. Mil thickness was taken using PosiTector® Inspection Kit ORA #5579 D 260508. Locations and testing match the supplied map and testing directions. Locations and Results 1. Location 1. Mid Wall Gypsum Wall Board 60" Above Finished Floor 78 mils. 2. Location 1. Mid Wall Wood Baseboard 74 mils. 3. Location 2. Mid Wall Gypsum Wall Board 60" Above Finished Floor 101 mils. 4. Location 2. Mid Wall Wood Baseboard 84 mils. 5. Location 3. Mid Wall Gypsum Wall Board 60" Above Finished Floor 62 mils. 6. Location 3, Mid Wall Wood Baseboard 72 mils. 7. Location 4. Mid Wall Gypsum Wall Board 60" Above Finished Floor 86 mils. 8. Location 4. Mid Wall Wood Baseboard 78 mils. 9. Location 4. Mid Wall Casework 58 mils. 10. Location 5. Mid Wall Gypsum Wall Board 60" Above Finished Floor 80 mils. 11. Location 5. Mid Wall Wood Baseboard 115 mils. 12. Location 6. Mid Wall Gypsum Wall Board 60" Above Finished Floor 58 mils. 13. Location 6. Mid Wall Wood Baseboard 55 mils. 14. Location 6. Mid Wall Wood Crown -Structure 56 mils. 15. Location 7. Mid Wall Gypsum Wall Board 60" Above Finished Floor 72 mils. 16. Location 7. Mid Wall Wood Baseboard 71 mils. 17. Location 7. Mid Wall Casework 57 mils. 18. Location 8. Mid Wall Gypsum Wall Board 60" Above Finished Floor 59 mils. 19. Location 8. Mid Wall Wood Baseboard 57 mils. 20. Location 9. Mid Wall Gypsum Wall Board 60" Above Finished Floor 66 mils. 21. Location 9. Mid Wall Wood Baseboard 59 mils. 22. Location 10. Mid Wall Gypsum Wall Board 60" Above Finished Floor 75 mils. 23. Location 10. Mid Wall Wood Baseboard 61 mils. Copies to: 4alte' X Client X Engineer Others _ X Owner X Contractor Technical Responsibility: Architect X Building Dept. i sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 3 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Name: Sunset of Lynnwood Job No.: 17-0585 Report No.: 367509 MAC 2� 2U19 24. Location 10. Mid Wall Wood Crown -Structure 81 mils. 25. Location 11. Mid Wall Gypsum Wall Board 60" Above Finished Floor 39 mils. 26. Location 11. Mid Wall Wood Baseboard 57 mils. Location 12. Mid Wall Gypsum Wall Board 60" Above Finished Floor 57 mils No specified thickness was given. : W.* " t•y . -1. COUNTER I } � 1 !1► .` y [ y t �.eyyl 1- t3 l hA:3 L to , 3i��\1� ` Page 2 of 3 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Test! Job Name: Sunset of Lynnwood Job No.: 17-0585 Report No.: 367509 FjF'CE1'VF-[) MAY 29 201% -IV- - . COUN'MR 1 Mid Wall. Two samples. GWB at 60 inches AFF. Wood Base, 2 Mid Wall. Two samples. GWB at 60 inches AFF. Wood Base. 3 Mid Wall. Two samples. GWB at 60 inches AFF. Wood Base. 4 Mid Wall. Three samples. GWB at 60 inches AFF. Wood Base. Plus Casework 5 Mid Wall. Two samples, GWB at 60 inches AFF. Wood Base. 6 Mid Wall. Three samples. GWB at 60 inches AFF. Wood Base. Plus Wood Crown Structure 7 Mid Wall. Three samples. GWB at 60 inches AFF. Wood Base. Plus Casework 8 Mid Wall. Two samples. GWB at 60 inches AFF. Wood Base. 9 Mid Wali. Two samples. GWB at 60 inches AFF. Wood Base, 10 Mid Wall, Three samples. GWB at 60 inches AFF. Wood Base. Plus Wood Crown Structure 11 Mid Wall. Two samples. GWB at 60 inches AFF. Wood Base. 12 Mid Wall. Three samples. GWB at 60 inches AFF. Wood Base, Plus Wood Crown Structure 13 Mid Wall. Three samples. GWB at 60 inches AFF. Wood Base. Plus Wood Crown Structure Conforms Page 3 of