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Home My WebLink AboutBLD2021-00060-07B- EngineeringDCD Received 12/16/21 Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 07/14/2021, #F260335, Page 1 of 2 Port Townsend Aero Museum Addition - 21S169 - Field Report: Concrete: Report #F260335 CLIENT Grant Steel Buildings & Concrete Systems, Inc.DATE 07/14/2021 PROJECT LOCATION 105 Airport Road Port Townsend WA PERMIT #BLD2021-00060 Inspection Information: Inspection Date: 07/14/2021 Time Onsite: 5:45 am Weather Conditions:Light Overcast 61°F Inspection Performed:Concrete Subcontractor:LaRusso Continuous or Periodic:RS Periodic / RC Continuous Sheets:S-1/S2 Location/Area:SOG @ GL 1-5/A-J Details:Level/Elevation:Slab on Grade - See Drawings Approved Plans Dated:04/10/2021 Remarks: Reinforcing Steel: Periodic Inspection Observed the placement of ASTM A615 grade 60 reinforcing steel at the above-mentioned locations. Reinforcing steel was of proper size, grade, lap, spacing, location, clearance, and secure prior to placement of concrete. Concrete Placement: Continuous Inspection Observed the placement of 102 CY of concrete mix design #0255AC into Slab on Grade at the location noted above. One set of 5 (4” x 8”) cylinders were cast for compressive strength. Reference MTC Compressive Strength Report No. C259148 for more information. Concrete was placed via concrete pump truck, and finished by Hand. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 07/14/2021, #F260335, Page 2 of 2 UPLOADED: 07/14/2021 06:53:07 UPLOADED: 07/14/2021 06:53:25 UPLOADED: 07/14/2021 06:54:10 UPLOADED: 07/14/2021 06:54:26 REPORTED BY: David Peek REVIEWED BY: Robert McNamara, Project Manager Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 06/16/2021, #P258027, Page 1 of 3 Port Townsend Aero Museum Addition - 21S169 - Proprietary Anchors: Report #P258027 CLIENT Grant Steel Buildings & Concrete Systems, Inc.DATE 06/16/2021 PROJECT LOCATION 105 Airport Road Port Townsend WA PERMIT #BLD2021-00060 Inspection Information: Inspection Date: 06/16/2021 Time Onsite: 10:00am Weather Conditions:Sunny 66°F Inspection Performed:Proprietary Anchors Field Data: Base Material: Concrete Un-cracked Cracked Thickness in inches:24 Specified Compressive Strength in psi:N/A Hole Data in inches: Depth:9 Edge Distance:3.5+End Distance:UNK Diameter:3/4 Spacing:Var Clean Drilled Cored Mechanical Anchor Data: Type: Length in inches:Diameter in inches:Torque (Ft. lbs.):Setting Tool Present Adhesive Anchor Data: Product Name:SIMPSON Strong-Tie SET 3G Epoxy Batch #:100150227 Location:AdJ to Exist Bldg at Grid Line 1 Exp. Date / Shelf Life:2/9/2023 Number of anchors:26 Anchor Length in Inches:40 Anchor Diameter in Inches:5/8 Anchors installed in accordance with manufacturer's instructions, specifications, and corresponding evalution report (ER-4057) Reason for Inspection: Shown on plans or specs Intentionally omitted during original placement Re-inspection* Needs Engineer's review and acceptance* Reinforcing Bar Holes properly cleaned prior to epoxy installation Remarks: Sheet: S1 Details: GN/S1; 1,2,A/S-3 Locations: See above Elevation: Foundation MTC inspector on site, as requested, to observe installation of post-installed rebar. Upon arrival, all holes had already been drilled to the required embedment depths and cleaned. Holes were clean and free of debris prior to epoxy being used. ANCHORS INSTALLED: Horizontal and Vertical-Down Substrate Condition: Dry Concrete Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 06/16/2021, #P258027, Page 2 of 3 Substrate Temperature: 62 °F Substrate Age: 21 + days Non-Certified Installer: Mark G MTC inspector observed the placement of rebar into the locations referenced above and observed that all epoxy were used and placed in accordance to the Manufacture's Printed Installation Instructions (MPII). To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 06/16/2021 12:54:46 UPLOADED: 06/16/2021 12:54:48 Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 06/16/2021, #P258027, Page 3 of 3 UPLOADED: 06/16/2021 14:49:14 UPLOADED: 06/16/2021 14:49:16 REPORTED BY: Santiago Gonzalez REVIEWED BY: Robert McNamara, Project Manager Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 06/18/2021, #F258352, Page 1 of 2 Port Townsend Aero Museum Addition - 21S169 - Field Report: Nondestructive Testing: Report #F258352 CLIENT Grant Steel Buildings & Concrete Systems, Inc.DATE 06/18/2021 PROJECT LOCATION 105 Airport Road Port Townsend WA PERMIT #BLD2021-00060 Inspection Information: Inspection Date: 06/18/2021 Time Onsite: 9:15 AM Weather Conditions: Inspection Performed:Nondestructive Testing Comments: MTC onsite as requested by client to perform GPR scanning of existing concrete. Upon arrival, MTC checked in with the contractor and went over the inherent limitations of GPR. MTC scanned the accessible areas at the NE and SE building corners (wall and floor). Signals indicating reinforcement were observed, marked on the surface in crayon, and discussed with the contractor. In general, signals near the corner were approxiamtely 6 inches apart. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 06/21/2021 16:22:05 UPLOADED: 06/21/2021 16:22:07 Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 06/18/2021, #F258352, Page 2 of 2 UPLOADED: 06/21/2021 16:22:53 UPLOADED: 06/21/2021 16:22:55 UPLOADED: 06/21/2021 16:23:46 UPLOADED: 06/21/2021 16:23:48 REPORTED BY: Mike Furman REVIEWED BY: Robert McNamara, Project Manager Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 06/18/2021, #P258304, Page 1 of 3 Port Townsend Aero Museum Addition - 21S169 - Proprietary Anchors: Report #P258304 CLIENT Grant Steel Buildings & Concrete Systems, Inc.DATE 06/18/2021 PROJECT LOCATION 105 Airport Road Port Townsend WA PERMIT #BLD2021-00060 Inspection Information: Inspection Date: 06/18/2021 Time Onsite: 9:15 am Weather Conditions:Sunny 70°F Inspection Performed:Proprietary Anchors Field Data: Base Material: Concrete Un-cracked Thickness in inches:24+Specified Compressive Strength in psi:N/A Hole Data in inches: Depth:9 Edge Distance:3.5+End Distance:3+Diameter:3/4 Spacing:Var Clean Drilled Cored Mechanical Anchor Data: Type: Length in inches:Diameter in inches:Torque (Ft. lbs.):Setting Tool Present Adhesive Anchor Data: Product Name:SIMPSON Strong-Tie SET 3G Epoxy Batch #:100150227 Location:AdJ to Exist Bldg Exp. Date / Shelf Life:2/9/2023 Number of anchors:19 Anchor Length in Inches:40-30 Anchor Diameter in Inches:5/8 Anchors installed in accordance with manufacturer's instructions, specifications, and corresponding evalution report (ER-4057) Reason for Inspection: Shown on plans or specs Intentionally omitted during original placement Re-inspection* Needs Engineer's review and acceptance* Reinforcing Bar Holes properly cleaned prior to epoxy installation Remarks: Sheet: S1 Details: GN/S1; 1,A/S-3 Locations: See above (NE and SE existing footing) Elevation: Foundation MTC inspector on site, as requested, to observe installation of post-installed rebar. Upon arrival, MTC checked in with the contractor. MTC observed all holes had already been drilled to the required embedment depths and cleaned*. Holes were clean and free of debris prior to epoxy being used. ANCHORS INSTALLED: Horizontal and Vertical-Down Substrate Condition: Dry Concrete Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 06/18/2021, #P258304, Page 2 of 3 Substrate Temperature: 62 °F Substrate Age: 21 + days Non-Certified Installer: Mark G MTC inspector observed the placement of rebar into the locations referenced above and observed that all epoxy were used and placed in accordance to the Manufacture's Printed Installation Instructions (MPII). *On the southeast footing horizontal embed, one hole did not reach 9 inches. The contractor consulted with the engineer via phone and was informed that two 7" embeds ~4inches apart would be acceptable in place of the one 9" embed. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 06/21/2021 09:16:34 UPLOADED: 06/21/2021 09:16:36 UPLOADED: 06/21/2021 09:17:02 UPLOADED: 06/21/2021 09:17:04 Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 06/18/2021, #P258304, Page 3 of 3 UPLOADED: 06/21/2021 09:17:32 UPLOADED: 06/21/2021 09:17:34 REPORTED BY: Mike Furman REVIEWED BY: Robert McNamara, Project Manager Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net All results apply only to actual locations and materials tested. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net All results apply only to actual locations and materials tested. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 09/07/2022, #C291714, Page 1 of 2 Port Townsend Aero Museum Addition - 21S169 - Compression Test: Concrete: Report #C291714 CLIENT Grant Steel Buildings & Concrete Systems, Inc.DATE 09/07/2022 PROJECT LOCATION 105 Airport Road Port Townsend WA PERMIT #BLD2021-00060 Inspection Information: Inspection Date: 09/07/2022 Time Onsite: 9:15 am Weather Conditions:Clear 65 Inspection Performed:Compression Test: Concrete Field Data (ASTM C-31): Location of Placement:Mezzanine, B-Deck. Sample Location:Beginning of placement (acceptance) Contractor:Grant Steel Buildings & Concrete Subcontractor:Grant Steel Buildings & Concrete Supplier/Plant:Miles, 226 Qty Placed, Cu. Yd.:7.5 of 7.5 Slump, Inches (ASTM C-143) or W/C Ratio:5 Concrete Temp, °F (ASTM C-1064):70 Delivery Ticket #:102608 Job Spec. Slump:6 max Ambient Temp, °F:65 Truck #:1047 Air Content, % (ATSM C-231):NAE Min Temp, °F:N/A Batch Time:9:26 Job Spec. Air:NA Max Temp, °F:N/A Sample Time:10:15 Mix # and Proportions:07400F, 7.5 CY Cement, lbs.:3620 Coarse Agg, lbs.:#8, 12640 Admixture, oz./cwt:MPOLYHEED 997, 268 Flyash, lbs.:1005 Coarse Agg, lbs.:N/A Admixture, oz./cwt:N/A Water, gals.:234.1 Coarse Agg, lbs.:N/A Admixture, oz./cwt:N/A Fine Agg, lbs.:11520 Coarse Agg, lbs.:N/A Admixture, oz./cwt:N/A 13.5 Gallons of water were added Prior to sampling Sample Type & Compression Test Results: Received 09/08/2022 Sample Set 1 of 1 Type of Compression Test:Concrete (ASTM C-39) Sampling was done in accordance with ASTM C172. Lab Tests: New Log # Test Age (Days) Date of Test Total Load (Lbs.) Sample Dim. (In.) Sample Area (Sq. In.) Comp. Strength (PSI) Tested By Break Type ASTM C-617 ASTM C-1231 6294 7 09/14/2022 59,013 3.99 12.50 4,720 Mark Peterson 2 6295 28 10/05/2022 87,627 3.99 12.50 7,010 Mark Peterson 4 6296 28 10/05/2022 89,941 3.99 12.50 7,200 Mark Peterson 1 6297 28 10/05/2022 89,246 3.99 12.50 7,140 Mark Peterson 1 6298 H 0 REQ'D 28 3000 Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net All results apply only to actual locations and materials tested. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 09/07/2022, #C291714, Page 2 of 2 Remarks: Average 28 day compressive strength = 7120 psi. REPORTED BY: Neal Curtis-Duguay REVIEWED BY: Mark Peterson, Lab Manager Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 07/15/2021, #F260546, Page 1 of 1 Port Townsend Aero Museum Addition - 21S169 - Field Report: Sample Pick-Up: Report #F260546 CLIENT Grant Steel Buildings & Concrete Systems, Inc.DATE 07/15/2021 PROJECT LOCATION 105 Airport Road Port Townsend WA PERMIT #BLD2021-00060 Inspection Information: Inspection Date: 07/15/2021 Time Onsite: 09:32 AM Weather Conditions:55° overcrest and misting Inspection Performed:Sample Pick-Up Comments: SAMPLE PICKUP MTC inspector on side is requested for a cylinder sample pickup. One set of five 4x8 cylinders were collected and taken back to the Olympia office for compression testing. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. REPORTED BY: Thomas Brown REVIEWED BY: Robert McNamara, Project Manager Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net All results apply only to actual locations and materials tested. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net All results apply only to actual locations and materials tested. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 09/07/2022, #C291714, Page 1 of 2 Port Townsend Aero Museum Addition - 21S169 - Compression Test: Concrete: Report #C291714 - DRAFT CLIENT Grant Steel Buildings & Concrete Systems, Inc.DATE 09/07/2022 PROJECT LOCATION 105 Airport Road Port Townsend WA PERMIT #BLD2021-00060 Inspection Information: Inspection Date: 09/07/2022 Time Onsite: 9:15 am Weather Conditions:Clear 65 Inspection Performed:Compression Test: Concrete Field Data (ASTM C-31): Location of Placement:Mezzanine, B-Deck. Sample Location:Beginning of placement (acceptance) Contractor:Grant Steel Buildings & Concrete Subcontractor:Grant Steel Buildings & Concrete Supplier/Plant:Miles, 226 Qty Placed, Cu. Yd.:7.5 of 7.5 Slump, Inches (ASTM C-143) or W/C Ratio:5 Concrete Temp, °F (ASTM C-1064):70 Delivery Ticket #:102608 Job Spec. Slump:6 max Ambient Temp, °F:65 Truck #:1047 Air Content, % (ATSM C-231):NAE Min Temp, °F:N/A Batch Time:9:26 Job Spec. Air:NA Max Temp, °F:N/A Sample Time:10:15 Mix # and Proportions:07400F, 7.5 CY Cement, lbs.:3620 Coarse Agg, lbs.:#8, 12640 Admixture, oz./cwt:MPOLYHEED 997, 268 Flyash, lbs.:1005 Coarse Agg, lbs.:N/A Admixture, oz./cwt:N/A Water, gals.:234.1 Coarse Agg, lbs.:N/A Admixture, oz./cwt:N/A Fine Agg, lbs.:11520 Coarse Agg, lbs.:N/A Admixture, oz./cwt:N/A 13.5 Gallons of water were added Prior to sampling Sample Type & Compression Test Results: Received 09/08/2022 Sample Set 1 of 1 Type of Compression Test:Concrete (ASTM C-39) Sampling was done in accordance with ASTM C172. Lab Tests: New Log # Test Age (Days) Date of Test Total Load (Lbs.) Sample Dim. (In.) Sample Area (Sq. In.) Comp. Strength (PSI) Tested By Break Type ASTM C-617 ASTM C-1231 6294 7 09/14/2022 59,013 3.99 12.50 4,720 Mark Peterson 2 6295 28 10/05/2022 0 6296 28 10/05/2022 0 6297 28 10/05/2022 0 6298 H 0 REQ'D 28 3000 DR A F T RECEIVED BY DCD 9/14/2022 Environmental ● Geotechnical Engineering ● Special Inspection ● Non-Destructive Testing ● Materials Testing Burlington|Olympia|Bellingham|Silverdale|Tukwila 360.755.1990 www.mtc -inc.net All results apply only to actual locations and materials tested. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Port Townsend Aero Museum Addition - 21S169, 09/07/2022, #C291714, Page 2 of 2 REPORTED BY: Neal Curtis-Duguay REVIEWED BY: , DR A F T RECEIVED BY DCD 9/14/2022