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3752_001.pdf`6LD OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 18-0269 PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 365473 Permit Number: (in progress) Project: Margo Day Residence Client: Morris Originals, LLC Address: 219 Skyline Drive, Edmonds Address: 3111 New Markey Street, Suite 105, Bellingham Inspector: Travis Linn Date: 6/11/2018 Des criptio n/Locatio n: Otto representative on site to inspect epoxy al thread installed next to the face of garage on both sides. Intended Use: Holdowns Building Code & Year: 2015 IBC El Reinforcing Steel 2 All Thread Bar/Dowel Size & Quantity: Anchor Size & Quantity: 1", (4) Rebar Manufacturer: Type of Steel (ASTM): A-36 0 F-1554 0 A-307 Grade: E 36 0 50 El 75 El Other: Rebar Grade: E] 40 E] 60 [] Other: Type of Bar: El A-615 [—] A-706 El A-775 El Other: Special Ductile Quality (SDQ): Yes F1 No Anchor Length: 22" Hole Depth: 20" Required Embedment: 20" Hole Diameter: 1 1/8" Concrete Thickness: N/A Concrete Strength: N/A Hole Orientation: Vertical Down Vertical Up 0 Horizontal Base Material: Normal Weight Concrete El Light Weight Concrete El CMU [J Brick [I Composite Deck Hole Cleaning: Compressed Air [I Hand Pump El Other: I Compressed Air PSI: 100+ Brushed: 0 Yes El No Hole Condition: Dry Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI B212.15): E Yes El No Approved Diamond Cored Hole: El Yes 0 No F -- Adhesive Type: Simpson SET XP Expiration Date: 1106/2020 ICC ESR #: 2508 Weather: Clear/Sunny Ambient Temperature: 59'F Substrate Temperature: 57'F Comments Conformance pending - no specific epoxy was designated. Reference Standard(s) Used: Copies to Conforms Does Not Conform X X Client X Engineer Others Owner Contractor Technical Responsibility: Architect X Building Dept. dr— 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 RECEIVED 6747 M.L. King Way S., Seattle, Washington 98118 tj�bbne (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2 �tp 0 6 2018 Form No.: ADMIN-86-02 (Rev. 05113) DEVELOPMENT SERVICES 0 TTO R OSENA U & ASSOCL4 TES, INC. SPECIAL INSPECTION & MATERIALS TESTING OPEN ISSUE LOG Project: Margo Day Residence Permit: - - Job No.: 18-0269 Date Updated: 6/1112018 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 Re -inspection before placement of concrete to reach competent soils that can support 1500 psf. 2 6/11/2018 365473 Travis Linn No specific epoxy was designated. Engineer approval Copies to: X Client X Engineer Owner Contractor Architect X Building Dept. Technical Responsibility: L1112 1�2_� ---Ie 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 I of 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 Job Number: 18-0269 PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 375607 Permit Number: (in progress) Project: Margo Day Residence Client: Morris Originals, LLC Address: 219 Skyline Drive, Edmonds Address: 3111 New Markey Street, Suite 105, Bellingham Inspector: John Fraser Date: 7/24/18 Description/Location: 2) main floor support columns, West (2) cantilever support columns, West Ref: Morris originals design #CPM, drawings A106. Intended Use: Secure dowels to slab/ footings Building Code & Year: 2015 IBC [I Reinforcing Steel 0 All Thread Bar/Dowel Size & Quantity: Anchor Size & Quantity: (17) 518" Rebar Manufacturer: Type of Steel (ASTM): ED A-36 [] F-1 554 E] A-307 Grade: El 36 F-1 50 El 75 El Other: Rebar Grade: E] 40 [] 60 F-] Other, Type of Bar: El A-615 El A-706 El A-775 El Other: Special Ductile Quality (SDQ): 0 Yes E] No Anchor Length: 16" Hole Depth: 11 " Required Embedment, 10" Hole Diameter: :Y4" Concrete Thickness: 12"+ Concrete Strength: Existing Hole Orientation: 0 Vertical Down El Vertical Up 0 Horizontal Base Material: [0 Normal Weight Concrete 0 Light Weight Concrete El CMU [:1 Brick El Composite Deck Hole Cleaning: 0 Compressed Air [I Hand Pump El Other: Compressed Air PSI: 90 Brushed: 0 Yes El No—T Hole Condition: Z Dry El Damp F-1 Water Saturated El Submerged Drill Bit (ANSI B212.15): 0 Yes El No I Approved Diamond Cored Hole: F] Yes 0 No Adhesive Type: Simpson SET XP_ I Expiration Date: 7/18/2019 ICC ESR #: 2508 Weather: Indoors Ambient Temperature: 64*F Substrate Temperature: 61'F Comments Installed per MPII Reference Standard(s) Used: Copies to: Conforms X Does Not Conform X Client X Engineer Others 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 1-88&OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-86-02 (Rev. 05113) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 375608 Project: Margo Day Residence Permit Number: (In progress) Address: 219 Skyline Drive, Edmonds Job Number: 18-0269 Lment: Morris Uriginals, LILL; Steel Decking Structural Steel Fabrication Structural Steel Erection Inspector and Date uuent AOareSS: .5-1 -11 New jvian(eloveei, oune -iuo, ueningnam Inspections Performed Other (specify): Welding I X � Other (specify): Remarks John Fraser On site for ORA at contractor's request for inspection of structural steel welding. Inspection covers the 7/24/18 requirements for material I.D., location, size and condition of structural members. Welding inspection covers requirements set forth in engineers specifications and AWS D1.1, AISC 360 and approved construction documents. Welding Weld Procedures, filler metal, preheat and other welding protocols conform to AWS D1.1 and approved construction documents. Inspected 1/4" fillet welds to install the following : -West patio cantilever support beam and associated round HSS columns and base plates All welds conform to AWS D1.1 and approve construction documents Ref: Morris Originals design #CPM, dwg A106 and associated structural details WABO Certified Weldor information available in contractor record Conforms Copies to: X Client X Engineer Others 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 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-0-fTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10)