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Home My WebLink AboutBLD2005-01270 Beach House - BLD Permit / Conditions - 9/8/2005 ENGINEERS, INC Tacoma MAYESTESTINGTacoma Wav Suite Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: Union Residence Beach House Project No: T5265 Site Address: 6999 East SR 106 Issued on: 02/01/07 Union, WA Sample Set ID: 12795 Client: Watermark Estate Management Services, LLC Permit#(s): Beach House- BL Original: d Engineer: Magnusson Klemencic Associates Revised: Contractor: Krekow Jennings, Inc. FIELD DATA ASTM C31 and C172 Air Temperature: 52'F Actual Mix Proportions: Weather: Cloudy Product: Concrete Ingredient Weight(per cu.yd) Supplier: Miles Cement—Type I & II 560.0 Ibs Ticket Number: 17445 Coarse Aggregate 3/8" 1,554.0 Ibs MixDesign ID : 0360050 Fine Aggregate 1,683.0 Ibs Pozz 20ON 34.0 oz Sample Temp. I Initial Storage Temp. Entrained Air Water 244.0 Ibs (ASTM C1064) (ASTM C31) (ASTM C231) 620F NR NR Water/Cement Ratio:' Slump(ASTM C143)' Sample(s) Rec'd: ' 0.436 4.5" 01/04/07 Required Strength: (fc) Placement Location and Notes: 5000 psi @ 28 days Placed for topping slab at lower level. Sampled south end, center of first 10 cubic yard load (10 of 20). COMPRESSION TEST RESULTS (ASTM C39,C1231,and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Break Type 01/03/07 0027 0020 01/10/07 7 6 x 12 97840- 6.00 28.27 - 3460 NA 01/03/07 0027 0021 01/31/07 28 _6 x 12 141625 6.00 28.27_ 5010 NA 01/03/07 0027 0022 01/31/07 28 6 x_12 142755_ 6.00_ 28.27 5050_ NA ' 01/03/07 0027 0023 01/31/07 28 -_6 x 12 142375 -6.00- 28.27 5040 NA ' Remarks: _ - Inspector(s): Blaney, S. Reviewed by: Tested by: Quehl, D. � Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1 C,Rev 2,101181 q ?-Z)o 1 tt MAYES TESTING ENGINEERS, INC. R E C E I V E D 9 34 h Srttrreet SW Suite A-1 LI 0 Z00� Everett, WA 98204 1' ph 425.742.9360 MTE NO: T5265 W. CEDAR ST. fax 425.745.1737aOffice PROJECT: UNION RESIDE E BEACH HOUSE Tacoma office 10029 S.Tacoma Way _ 6999 East SR 106 Suite E-2 MIT NO: BLD2 050 Tacoma, WA 98499 ph Tacoma, W.3720 L"111— - - -- - - - fax 253.584.3707 Page 56 Portland Office 7911 NE 33rd Drive Owner: -- Suite 190 Portland,OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 1-3-07 Weather: Cloudy Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete. Approximately 20 cubic yards of 5,000 psi concrete (#0360050) was placed by line pump for the topping slab at the lower level. One set of (4) 6 x 12" cylinders were cast from a sample obtained from the center of the first 10 cubic yard load. All work was performed for plans and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County Tacoma MAYESTESTING ENGINEERS, INC 1 029 S Tacoma Way Suite E-2 Tacoma WA 98499 ph 253 5a4 3720 CONCRETE LABORATORY TEST REPORT fax 253 584 3707 Project Name: Union Resid ce Beach House Project No: T5265 Site Address: 6999 East SR 106 ! Issued on: 01/02/07 Union, WA Sample Set ID: 12653 Client: Watermark Estate Management Services, LLC Permit#(s): BLD2005-01270 Engineer: Magnusson Klemencic Associates Original Revised: Contractor: Krekow Jennings, Inc. FIELD DATA ASTM C31 and C172 Air Temperature: 50'F Actual Mix Proportions: Weather: Cloudy Product: Concrete Ingredient Weight (per cu.yd) Supplier: Miles Cement-Type I & II 610.0 Ibs Ticket Number : 17019 Coarse Aggregate 1,826.0 Ibs Fine Aggregate 1,392.0 Ibs MixDesign ID : 02650 _ Water 243.0 Ibs Sample Temp. Initial Storage Temp. Entrained Air WRA 17.0 oz (ASTM C1064) (ASTM C31) (ASTM C231) 62°F NR NR Water/Cement Ratio:'i Slump(ASTM C143)' Sample(s)Rec'd: ' 0.398 5" 12/06/06 Required Strength: (fc) Placement Location and Notes: 4500 psi @ 28 days Placed 29 cubic yards at CMU sound wall footing, sampled at center of 1st 9 cubic yard load. COMPRESSION TEST RESULTS (ASTM C39, C1231,and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Break Type 12/05/�[0026 10002 r — — �- - -- 1 12/12/06 7 )_ 6 x 12 i 1512�`5 97—I i _27.99 5400 NA 12/05/06 0026 10003 ! 01/02/07[ 28 6 x 12 i`193280J1�_6.00 r28.2.7 6840 NA - - L 2/05/06 0026 100 44�[01/02/07 ] 28 [6 x 1.2 18 1313 50 6.00 �_28.27-_ -6480 J CA_J' 12/05/�06[� 0026 10005 01/02/07 28 6 x 12 190395 _00_]�827 673.0 [ NA ' Remarks: Inspector(s): Blaney, S. Reviewed by: - Tested by: Harlin, S. Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1C,Rev2,10/181 MA-YES Everett Office TESTING ENGINEERS, INC. 917-1341h Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 MTE NO: T5265 RECEIVED Tacoma Office PROJECT: UNION RESIDENCE BEACH HOUSE 10029 S.Tacoma Way Address: 6999 East SR 106 ! H 16 2007 Suite E-2 Tacoma,WA 98499 PERMIT NO: BLD200501270 426 W. CEDAR ST< fph ax 53.584 3707 Page 57 Portland Office 7911 NE 33rd Drive Owner: -- Suite 190 Portland,OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 1-5-07 Weather: Snow/Rain Inspection: Cylinder Pick Up Samples: N/A MTE inspector arrived on site to pick up and transport one set of concrete strength verification samples back to the lab for curing and testing. INSPECTOR: Mark Gordon Reviewed by: ,-�A2q Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MAYESTESTING ENGINEERS, INC Tacoma 029 S.Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: Union Residence Beach House Project No: T5265 Site Address: 6999 East SR 106 Issued on: 01/11/07 Union, WA Sample Set ID: 12795 Client: Watermark Estate Management Services, LLC Permit#(s): BLD2005-01270 Engineer.- Magnusson Klemencic Associates Original: d; Revised: � Contractor: Krekow Jennings, Inc. FIELD DATA ASTM C31 and C172 Air Temperature: 52°F Actual Mix Proportions: Weather: Cloudy Product: Concrete Ingredient Weight(per cu.yd) Supplier: Miles Cement—Type I & II 560.0 Ibs Ticket Number: 17445 Coarse Aggregate 3/8" 1,554.0 Ibs MixDesign ID : 0360050 Fine Aggregate 1,683.0 Ibs Pozz 20ON 34.0 oz Sample Temp. Initial Storage Temp. Entrained Air Water 244.0 Ibs (ASTM C1064) (ASTM C31) (ASTM C231) 620F NR NR Water/Cement Ratio:I Slump(ASTM C143) I Sample(s) Rec'd: ' 0.436 4.5" 01/04/07 Required Strength: (fc) Placement Location and Notes: 5000 psi @ 28 days Placed for topping slab at lower level. Sampled south end, center of first 10 cubic yard load (10 of 20). COMPRESSION TEST RESULTS (ASTM C39, C1231,and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Break Type - - - - - - - 01/03/07 0027 0020 01/10/07 7 J 6 x 12 97840 6.00 I�28.27 3460 NA 01/03/07 L 0027 0021 ! 01/31/07 `278 [6 x_1�0 L0_00]C00 _ [NA _01/03/07 it 0027 0022 _I _ 01/31/07_' 28 I[6_x 12:] [0.00 I 0 00- _ [[NA--j 01/03/07 i[0027 0023 [01/31/07jr- 28 1[6 X 12 [ [0.0C=00 NA Remarks: Inspector(s): Blaney, S. Reviewed by: Tested by: Quiring, A. Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1C,Rev 2,10/18/ 05/21/2007 09:03 FAX 3609026132 ELEVATOR SECTION Z 001/001 Depamnent of Labor&Industries FINAL ACCEPTANCE Specialty Compliance Services } Elevator Section — Submit one conveyance per form. PO Box 44480 Olympia WA 98504-4480 C�v�yance# (360)902-6130 www.ini.wa.gov/TradesLimsing/Elevators Location(car#,etc.) Conveyance Location // � Inspectors Initials ❑ Building Owner or Manager ,u private Residence Owner A temporary 30 day permit has ban issued. Owner must purchase and post an annual ope sting You arc not required to purchase an annual permit before the 30 day temporary permit e�,:pires. operating permit. You will receive an application to be complei ed and returned to L&I with payment. may you would like an annual safety inspection,you may purchase an annual operating permit& Operating permit must be eonspicously poste i in receive an inspection. the conveyance.(RCW 70.87.090)- White-Owner h;; i-B C--V-Y Priat�Name(Inmllr �etne) Liccmint N Canary-Contractor I API)i -- - / ! k L i Pink-L&I lortall s, _ F621-034-000 final acceptance 07-2005 MAYES Everett Office TESTING ENGINEERS, INC. 917-134th Street SW Suite A-1 ---= -- - Everett,WA 98204 ph 425.742.9360 tax 425.745.1737 MTE NO: T5265 Tacoma office PROJECT: UNION RESIDENCE BEACH HOUSE RECEIVED 10029 S.Tacoma Way Address: 6999 East SR 106 Suite E-2 FEB0 5 2007 Tacoma,WA 98499 PERMIT NO: BLD200501270 ph 253.584.3720 fax 253.584.3707 Page 60 426 W. CEDAR STj Portland office 7911 NE 33rd Drive Suite 190 Owner: -- Portland,OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 1-30-07 Weather: Clear Inspection: Lateral Nailing Samples: N/A MTE inspector arrived on site and inspected truss extension nailing for the cabin. All nailing was per plans (detail 1/S3.01) and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Stephen Blaney Reviewed by: 4_4�342q, Dennis Sanborn, Branch Manager cc Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County I\ MAYES Everett Office TESTING ENGINEERS, 1NC. 917-134tn street sw Suite A-1 Everett,WA 98204 ph 425.742.9360 MTE NO: T5265 7M1 fax 425.745.1737 i.,,�^`+�� PROJECT: UNION RESIDENCE BEACH HOUSE Tacoma office 10029 S.Tacoma Way Address: 6999 East SR 106 Nr r "�� coma,WA 98499 Suite E-2 PERMIT NO: BLD200501270 M.qS J , .D � 584.3720 Ta/� "`�l<) "ph 253 fax 253.584.3707 Page 29 COv Portland Office N fy 7911 NE 33rd Drive Owner: -- Suite 190 Portland,OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 5-11-06 Weather: Cloudy Inspection: Structural Steel Samples: N/A MTE inspector arrived on site to perform visual weld inspection on connection of shear plates to embeds for the beach house main level floor framing at lines: B, C/1-2 (East and West Faces); LVL Hangers (main level / Per RFI# 20) at lines: B/2.7 and A/3 (per SSK #13), C/3.3 and C.3/4 (per SSK# 14). Observed installation and performed visual weld inspection on the connection for the two HSS 14 x 6 5/8 beams (Beach House main level) at lines: 1.1, 1.9/B-C. Welds installed by WABO Certified welder Barney S Newton WABO# W01949 (expires July 1, 06). Welds are per plans, sections or engineers sketches and are acceptable per AWS D1.1. To the best of our knowledge; items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson Reviewed by: , Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates, John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MAYES RECEIVED Everett office TESTING ENGINEERS, INC. ] 917-134th Street'SW Suite A-1 +�r,•'. FEB 16 2007 Everett, WA 98204 + ph 425.742.9360 MTE NO: T5265 426 W. CEDAR ST. fax 425.745.1737 PROJECT: UNION RESIDENCE BEACH HOUSE Tacoma office 10029 S.Tacoma Way Address: 6999 East SR 106 Suite E-2 PERMIT NO: BLD200501270 Tacoma,WA 98499 ph 253.584.3720 fax 253.584.3707 Page 62 Portland Office 7911 NE 33rd Drive Owner: -- Suite 190 Portland,OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 2-9-07 Weather: Rain Inspection: Lateral Wood Samples: N/A MTE inspector arrived on site as requested this day for special inspection of lateral wood nailing. Upon arrival, David of Krekow, provided plans for review of structural wood construction for ,clues�thhoous e. Exterior wall panel nailing is completed. Roof sheeting over car deck tongue and groove material nailing at grids 3-4, A-B was inspected. Field and edge nailing of panels was done per plan. It was noted that the boundary nailing over bird blocking was not done and that A35 or LTP clips were not installed around perimeter as required by plan. Contractor is aware of this and installation will continue. Installation of clips from blocking to top plate. INSPECTOR: Jaimie Gordon PRELIMINARY: Edge nailing on diaphragm over bird blocking. Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects.Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County RECEIVED MAYES NOV O 2 2006 Everett Office TESTING ENGINEERS INC. I�lll 917-134th Street SW Suite A-1 Everett,WA 98204 426 W. CEDAR STs ph 425.742.9360 MTE NO: T5265 fax 425.745.1737 PROJECT: UNION RESIDENCE BEACH HOUSE Tacoma office 70029 S.Tacoma Way Address: 6999 East SR 106 Suite E-2 PERMIT NO: BLD200501270 Tacoma,WA 98499 ph 253.584.3720 fax 253.584.3707 Page 43 Portland Office 7911 NE 33rd Drive Owner: -- Suite 190 Portland,OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 10-23-06 Weather: Foggy Inspection: Resteel Samples: N/A MTE inspector arrived on site for resteel inspection. Resteel inspection for the exterior stem walls at the cabin was inspected. All resteel was grade 60 and per plans (detail 2/S3.01) and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: nnis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County 4 erett Office MAYES TESTING ENGINEERS, INC. 9 34 h Street'SW Suite A-1 Everett,WA 98204 ph 425.742.9360 fax 425.745.1737 MTE NO: T5265 Tacoma office PROJECT: UNION RESIDENCE BEACH HOUSE 10029 S.Tacoma Way Address: 6999 East SR 106 Suite E-2 PERMIT NO: BLD200501270 Tacoma,WA 98499 ph 253.584.3720 fax 253.584.3707 Page 42 Portland Office 7911 NE 33rd Drive Suite 190 Owner: '- Portland,OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 10-20-06 Weather: Overcast Inspection: Epoxy Samples: N/A MTE inspector arrived on site to monitor installation of epoxy rebar dowels at the cabin per detail 2/S3.01 (at west wall). Also epoxy all-thread anchors at guest house per RFI 231/reference S2.12/SSK37, at grids A & B. Simpson AT 13 Epoxy (expiration date 07/07) was installed per manufacturers instructions. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mat Taylor Reviewed by: ! e / nnis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,Johr(Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County MAYES Tacoma TESTING ENGINEERS, INC 10029 S.Tacoma Way Suite E-2 Tacoma WA 98499 ph 253.584,3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: Union Residence Beach House Project No: T5265 Site Address: 6999 East SR 106 Issued on: 10/25/06 Union, WA Sample Set ID: 12075 Client: Watermark Estate Management Services, LLC Permit#(s): BLD200501270 Oriainal: ./ Engineer: Magnusson Klemencic Associates Revised: Contractor: Krekow Jennings, Inc. FIELD DATA ASTM C31 and C172 Air Temperature: 62°F Actual Mix Proportions: Weather: Clear Product: Concrete Ingredient Weight (per cu.yd) Supplier: Miles Coarse Aggregate 7/8" 1,854.0 Ibs Ticket Number : N/A Fine Aggregate 1,440.0 Ibs MixDesign ID : 15550 Water 250.0 Ibs Cement--Type I & II 512.0 Ibs Sample Temp. rInitial Storage Temp. Entrained Air Polyheed 997 20.0 oz (ASTM C1064) (ASTM C31) (ASTM C231) 680F NR NR Water/Cement Ratio:' Slump(ASTM C143) ' Sample(s) Rec'd: ' 0.488 5.75" 09/28/06 Required Strength ft): Placement Location and Notes: 4000 psi @ 28 days Set II: Cabin footing mat. COMPRESSION TEST RESULTS (ASTM C39,C1231,and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Failure Code 09/27/06 0021 7660 110/05/06� 6 x 12 95030 5.99 28.18 3370 F NA 09/27/06 0021 7661 10/25/06 28 6 x 12 155690 6.00 28.27F 5510 FNA " 09/27/06 0021 7662 10/25/06 28 6 x 12 155995 6.00 28.27 5520 F NA " 09/27/06 0021 7663 10/25/06 28 6 x 12 152210 6.00 28.27 5380 NA " Remarks: Inspector(s): Blaney, S. Reviewed by: _ — Tested by: Quehl, D. �v- Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1C,Rev 2,10118/ MAYESTESTING ENGINEERS, INC r 029��acoma Wav Suite E-2 Tacoma WA 98499 ph 253,584.3720 fax 253.584.3707 CONCRETE LABORATORY TEST REPORT Project Name: Union Residence Beach House Project No: T5265 Site Address: 6999 East SR 106 Issued on: 10/25/06 Sample Set ID: 12074 Union, WA Client: Watermark Estate Management Services, LLC Permit# (s): BLD200501270 Original: Engineer: Magnusson Klemencic Associates Revised: C] Contractor: Krekow Jennings, Inc. FIELD DATA ASTM C31 and C172 Air Temperature: 58°F Actual Mix Proportions: Weather: Clear Product: Concrete Ingredient Weight(per cu.yd) Supplier: Miles Coarse Aggregate 7/8" 1,858.0 Ibs Ticket Number : 126180 Fine Aggregate 1,431.0 Ibs Water 249.0 Ibs MixDesign ID : 15550 Cement--Type I & II 515.0 Ibs Sample Temp. Initial Storage Temp. Entrained Air Polyheed 997 20.0 oz (ASTM C 1064) (ASTM C31) (ASTM C231) 68'F NR NR Water/Cement Ratio:' Slump(ASTM C143) ' Sample(s) Rec'd: ' 0.483 5.25" 09/28/06 Required Strength (f c): Placement Location and Notes:1 4000 psi @ 28 days Set I: Cabin footing mat. COMPRESSION TEST RESULTS (ASTM C39, C1231,and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Failure Code _09/27/06 0020 7656 10/05/06 [� 6 x 12 110775 5.99 28.18930 09/27/06 0020 I 7657] 10/25/06 28 6 x 12 [28980]l 6 00]�28.27 4560 �_ 09/27/06 0020 7658 10/25/06 28 F x 12 156140 6.00 28.27� 5520 F I' 09/27/06 0 220 7659 10/25/06 28] F135855 6.00 :, 28.27 4800INA Remarks: Inspector(s): Blaney, S. Reviewed by: Tested by: Quehl, D. De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1C,Rev 2,10118/ RECEIVED MAYES TESTING ENGINEERS, INC. NOV 0 8 2006 Everett 4OStreet SW Suite A-1 ' 426 W. CEDAR S-r. Everett, WA 98204 ph 425.742.9360 MTE NO: T5265 fax 425.745.1737 Tacoma Office PROJECT: UNION RESIDENCE BEACH HOUSE 10029 S.Tacoma Way Address: 6999 East SR 106 Suite E-2 PERMIT NO: BLD200501270 Tacoma,WA 98499 ph 253.584.3720 fax 253.584.3707 Page 45 Portland Office 7911 NE 33rd Drive Owner: -- Suite 190 Portland,OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 10-27-06 Weather: Sunny Inspection: Sample Pick Up Samples: N/A MTE inspector arrived on site and picked up one set of(4) 6 x 12" concrete test cylinders and transported them back to the lab for curing and testing. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County erett Off MAYES TESTING ENGINEERS, INC. 9 134 h S'treet SW Suite A-1 - Everett, WA 98204 RECEIVED ph 425.742.9360 MTE NO: T5265 fax 425.745.1737 PROJECT: UNION RESIDENCE BEACH HOUSE DEC 112006 Tacoma office 10029 S.Tacoma Way Address: 6999 East SR 106 Suite E-2 Tacoma,WA 98499 PERMIT NO: BLD200501270 426 W. CEDAR ST. ph 253.584.3720 fax 253.584.3707 Page 54 Portland Office 7911 NE 33rd Drive -- Suite 190 Owner: Portland, OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 12-5-06 Weather: Cloudy Inspection: Reinforced Concrete and Lateral Wood Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete special inspection. Resteel was inspected for grade, size, placement and clearances for the CMU sound wall footing. All resteel was per plans and specifications. Approximately 29 cubic yards of 4,500 psi concrete mix (#02650) was placed by pump to the footing. A vibrating stinger was used for consolidation. One set of(4) 6 x 12" cylinders were cast. Shear wall nailing of the exterior bunkhouse addition wall was inspected and was found per shear wall schedule for a SW1, detail 12/S4.11. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County RECEIVED MAYES DEC 18 2006 Everett Office TESTING ENGINEERS, INC. 917-134th Street SW Suite A-1 426 W: CEDAR ST. Everett, WA 98204 ph 425.742.9360 MTE NO: T5265 fax 425.745.1737 PROJECT: UNION RESIDENCE BEACH HOUSE Tacoma Office 10029 S.Tacoma Way Address: 6999 East SR 106 Suite E-2 PERMIT NO: BLD200501270 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Page 55 Portland office 7911 NE 33rd Drive Owner: -- Suite 190 Portland,OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 12-6-06 Weather: Fog Inspection: Cylinder Pick Up Samples: N/A MTE inspector arrived on site for concrete cylinder pick up. One set of (4) 6 x 12" concrete cylinders cast on 12/5/06 were picked up and transported to the MTE lab. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MAYESTESTING ENGINEERS, INC 10029 S Tacoma TacomaWav Suite E-2 Tacoma WA 98499 ph 253,584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: Union Residence Beach House Project No: T5265 Site Address: 6999 East SR 106 Issued on: 12/08/06 Union, WA Sample Set ID: 12533 Client: Permit# (s): 730653 Engineer: Magnusson Klemencic Associates Original: 4 RECEIVED Revised: Ll Contractor: Krekow Jennings, Inc. DEC 12 2006 FIELD DATA 426 W. CEDAR ST. ASTM C31 and C172 Air Temperature: 50'F Actual Mix Proportions: Weather: Cloudy Product: Concrete Ingredient Weight(per cu.yd) Supplier: Miles Coarse Aggregate 1,838.0 Ibs Ticket Number : 16696 Fine Aggregate 1,396.0 Ibs MixDesign ID : 02650 Water 253.0 Ibs _ _ ______ Cement—Type I & II 607.0 Ibs Sample Temp.---- emp. Initial Storage Temp. Entrained Air WRA 18.0 oz (ASTM C 1064) (ASTM C31) (ASTM C231) 64OF NR NR Water/Cement Ratio:I SI mASTM C143) I—Sample(s) Redd: ' 0.417 4" 11/10/06 Required Strength (fc): j Placement Location and Notes:1 4000 psi @ 28 days Placed 17 cubic yards for buttress wall key ways section 1 and 2. Sample taken section 1 at center of 1st 10 cubic yard load. COMPRESSION TEST RESULTS (ASTM C39, C1231,and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Failure Code 11/09/06 9517J 11/1 6/06 7J 4 x 8 72 145 �_04 12.82 5630 NA 1 L 0024 11/09/06 0024 9518 12/07/06 28 4 x 8 94185 4.01 12.63F 7460 NA 11/09/06F 0024 9519 12/07/06 28 4 x 8 96365 4.01 12.63 7630 NA ' 11/09/06 0024 9520 12/07/06 28 4 x 8 90365 4.01 12.63 7160 NA Remarks: Inspector(s): Blaney, S. Reviewed by: 114� Z_ Z_ Tested by: Le, Q. �;- Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1C,Rev2,10/181 acom MAYESTESTING ENGINEERS, INC T 029 S Tacoma Wav RECEIVEDTalco aWA98499 �r��11 �oOC ph 253.584 3720 CONCRETE LABORATORY TEST FfifkRT �J fax 253 584,3707 f. :A,R Sz Project Name: Union Residence Beach House 426 Wproject No: T5265 Site Address: 6999 East SR 106 Issued on: 12/13/06 Union, WA Sample Set ID: 12653 Client: Watermark Estate Management Services, LLC Permit#(s): BLD2005-01270 Engineer: Magnusson Klemencic Associates Original Revised: Contractor: Krekow Jennings, Inc. FIELD DATA ASTM C31 and C172 Air Temperature: 50'F Actual Mix Proportions: Weather: Cloudy Product: Concrete Ingredient Weight(per cu.yd) Supplier: Miles Cement--Type I & II 610.0 Ibis Ticket Number: 17019 Coarse Aggregate 1,826.0 Ibs MixDesign ID : 02650 Fine Aggregate 1,392.0 Ibs Water 243.0 Ibs Sample Temp. I Initial_ ge Stora Te_mp. F—Entrained Air WRA 17.0 oz (ASTM C1064) (ASTM C31) U (ASTM C231) 620F NR NR Water/Cement Ratio: Slump(ASTM C143)' Sample(s)Rec'd: ' 0.398 5" 12/06/06 Required Strength: (fc) Placement Location and Notes:1 4500 psi @ 28 days Placed 29 cubic yards at CMU sound wall footing, sampled at center of 1st 9 cubic yard load. COMPRESSION TEST RESULTS (ASTM C39, C1231,and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Break Type 12/05/os 0026 10002 12/12/os �F 6 x 12 J51235 F5.97 27.99 5400[ NA 12/05/06�[ 0026 C000� 01/02/07 28 6 x 12 0 0.00_ [ 0_.00_][ NA_ 12/05/06 0026 10004 01/02/07 28 x 12 6 0 .00 0.00 �0 �]El A_ 12/05/06J 0026 10005 F28 6 x 12 0.00 0 00 F NA Remarks: Inspector(s): Blaney, S. Reviewed by: Tested by: Quiring, A. Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1C,Rev2,10118/ RECEIVED acoma MAYESTESTING ENGINEERS, INC DEC 2 0 2006 T 029 S.Tacoma Wav Suite E-2 Tama WA 426 W CEDAR SI phco253.84 37209 CONCRETE LABORATORY TEST REPORT fax 253.5843707 Project Name: Union Residence Beach House Project No: T5265 Site Address: 6999 East SR 106 Issued on: 12/18/06 Union, WA Sample Set ID: 12567 Client: Watermark Estate Management Services, LLC Permit#(s): 730653 Original: Engineer: Magnusson Klemencic Associates Revised: Contractor: Krekow Jennings, Inc. FIELD DATA ASTM C31 and C172 Air Temperature: 42°F Actual Mix Proportions: Weather: Clear Product: Concrete Ingredient Weight(per cu.yd) Supplier: Miles Cement—Type I & II 614.0 Ibs Ticket Number'. 16791 Coarse Aggregate 1,824.0 Ibs MixDesign ID : 02650 Fine Aggregate 1,396.0 Ibs Water 183.0 Ibs Sample Temp. Initial Storage Temp. Entrained Air WRA 18.0 oz (ASTM C1064) (ASTM C31) (ASTM C231) 62°F NR NR Wat re/Cement Ratio:! Slump(ASTM 6143) ample(s) Rec'd: ' 0.298 4.5" 11/17/06 Required Strength: (fc) Placement Location and Notes:1 4000 psi @ 28 days Approximately 90 cubic yards placed for tennis court wall footings. Sampled at section ll, third truck- 30 cubic yards of 90 total cubic yards sampled at center of load at 8:45am. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Break Type 11/16/06 0025 96.54 11/22/06 ��L 6 x 12 15292�1 [ 5410 ]F NA 11/16/06 Fo025 9655 [ 12/14/06 28 I F190505 [5. 99 L2�.18] 6760 NA 11/16/06 0025 9 556 12/14/06 28 F76 x 12 187090 5.99 28.18 F 6640 11/16/06 0025 9657 12/14/06 28 6 x 12 189300 5.99 28.18 6720 NA Remarks: Inspector(s): Blaney, S. Reviewed by: Tested by: Quiring, A. ,, Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1C,Rev 2,10/1a/ acom MAYESTESTING ENGINEERS, INC r 029 S.Tacoma Way Suite E-2 Tacoma WA 98499 ph 253,584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: Union Residence Beach House Project No: T5265 Site Address: 6999 East SR 106 Issued on: 11/03/06 Union, WA Sample Set ID: 12373 Client: Watermark Estate Management Services, LLC Permit#(s): BLD200501270 Engineer: Magnusson Klemencic Associates Original: Revised: Contractor: Krekow Jennings, Inc. FIELD DATA ASTM C31 and C172 Air Temperature: 50°F Actual Mix Proportions: Weather: Cloudy Product: Concrete Ingredient Weight (per cu.yd) Supplier: Miles Coarse Aggregate 1,858.0 Ibs Ticket Number .- 126942 Fine Aggregate 1,427.0 Ibs MixDesign ID : 02650 Water 245.0 Ibs _ Cement--Type I & II 609.0 Ibs Sample Temp. Initial Storage Temp. Entrained Air Polyheed 997 18.0 oz (ASTM C1064) (ASTM C31) L (ASTM C231) 640F NR NR !Water/Cement Ratio:I Slump(ASTM C143)' Samples) Rec'd: I 0.402 5.5" 10/27/06 Required Strength (f c): Placement Location and Notes: 4000 psi @ 28 days Sampled at 10 of 19 cubic yards placed for cabin stem walls. COMPRESSION TEST RESULTS (ASTM C39, C1231,and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Failure Code 10/26/06 0023 1 8858 11 11/02/06 L 7 j� 6 x 12 ' 118080J 6.00_ 28.27 IL 4180__J 1- NA 10/26/066 10023 8859 11/23/06 28 6 x 12 [__��0 0.00_]�_ _� NA�j 10/26/06 0023 8860 11/23/06 28 6 x 12 0 0.00 0.00 j NA 10/26/06 0023 8861111� 11/23/06 28 6 x 12 0 EacCo 0.00 F NA Remarks: Inspector(s): Blaney, S. Reviewed b : Tested by: Le, Q. De is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1C,Rev2,10/18/ MAYESTESTING ENGINEERS, INC 'E C E I V E D Tacoma 10029 S.Tacoma Wav te E-2 _. 1. NOV 15 1006 Tacoma a WA 98499 ph 253.584.3720 CONCRETE LABORATORY fft t& ST. fax 253.584.3707 Project Name: Union Residence Beach House Project No: T5265 Site Address: 6999 East SR 106 Issued on: 11/10/06 Union, WA Sample Set ID: 12261 Client: Watermark Estate Management Services, LLC Permit#(s): BLD200501270 Original: W Engineer: Magnusson Klemencic Associates Revised: F-] Contractor: Krekow Jennings, Inc. FIELD DATA ASTM C31 and C172 Air Temperature: 45°F Actual Mix Proportions: Weather: Clear Product: Concrete Ingredient Weight(per cu.yd) Supplier: Miles Coarse Aggregate 7/8" 1,744.0 Ibs Ticket Number: 16153 Fine Aggregate 1,437.0 Ibs Water 241.0 Ibs MixDesign ID: 15550 Cement--Type I & II 514.0 Ibs Sample Temp. Initial Storage Temp. Entrained Air Polyheed 997 20.0 oz (ASTM C1064) (ASTM C31) (ASTM C231) 62°F NR NR Water/Cement Ratio: Slump(ASTM C143) Sample(s)Redd: ' 0.469 5.51' 10/13/06 Required Strength (f c): Placement Location and Notes: 4000 psi @ 28 days Approximately 27 cubic yards placed for OPS building slab. COMPRESSION TEST RESULTS (ASTM C39,C1231,and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Failure Code 10/12/06 0022 8407 10/19/06 0 6 x 12 96845 6.00 28.27 3430 NA 10/12/06 0022 8408 11/09/06 28 F152735 5.98 28.09 5440 NA 10/12/06 0022 8409 11/09/06 28 6 x 12 155640 5.98 28.09 5540 NA ' 10/12/06 0022 8410 11/09/06 28 6 x 12 158850 5.98 28.09 5660 NA Remarks: Inspector(s): Blaney, S. Reviewed by: Tested by: Quehl, D. r� Den is Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1 C,Rev 2,101181 RECEIVED NO• 0 v 2006 Everett Office MAYES TESTING ENGINEERS, INC. 917-134th Street SW 426 W. CEDAR ST. Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 MTE NO: T5265 Tacoma Office PROJECT: UNION RESIDENCE BEACH HOUSE 10029 S.Tacoma Way Address: 6999 East SR 106 Suite E-2 Tacoma, WA 98499 PERMIT NO: BLD200501270 ph 253.584.3720 fax 253.584.3707 Page 44 Portland Office 7911 NE 33rd Drive Suite 190 Owner: -- Portland,OR 97211 Architect: Olson Sundberg Kundig Allen Architects ph 503.281.7515 Engineer: Magnusson Klemencic Associates fax 503.281.7579 Contractor: Krekow Jennings, Inc. Date: 10-26-06 Weather: Cloudy Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete special inspection. Approximately 19 cubic yards of 4,000 psi mix concrete (product code 02650) was pumped into the cabin stem walls. The material was mechanically consolidated with a vibrator. A sample of the concrete was obtained and slump testing was performed (5 112"). One set of (4) 6 x 12" cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: X� Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MAYESTESTING ENGINEERS, INC Tacoma 029 S.Tacoma Way Suite E-2 _ Tacoma WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project Name: Union Residence Beach House Project No: T5265 Site Address: 6999 East SR 106 Issued on: 02/23/07 Union, WA Sample Set ID: 13010 Client: Watermark Estate Management Services, LLC Permit#(s): Beach House- BL Engineer.- Magnusson Klemencic Associates Original: 4, Cabi OPSn BLD2COM 06-00 0 Revised: Contractor: Krekow Jennings, Inc. BLD2005-01269 FIELD DATA ASTM C31 and C172 Air Temperature: 540F Actual Mix Proportions: Weather: Cloudy Product: Concrete Ingredient Weight(per cu.yd) Supplier: Miles A/E Admix 0.3 oz Ticket Number: 18121 Cement—Type I & II 595.0 lbs MixDesign ID : 0750A Coarse Aggregate 1,639.0 Ibs Fine Aggregate 1,508.0 Ibs Sample Temp. I Initial Storage Temp. i Entrained Air Water 244.0 Ibs (ASTM C1064) (ASTM C31) (ASTM C231) WRA 54.0 oz 640F NR 4% Water/Cement Ratio:I Slump(ASTM C143) ' Sample(s) Rec'd: ' 0.410 5" 02/17/07 Required Strength: (fc) Placement Location and Notes: 4000 psi @ 28 days Placed at tennis court walls at northeast, northwest, southeast and southwest corners; northeast middle, southeast middle, south middle, north middle, and southwest end. Sampled 1st lift at south middle. COMPRESSION TEST RESULTS (ASTM C39,C1231,and C617 when applicable) Date Made Sample# Lab# Date Tested Age Size(in) Load(Ibs) Dia(in) Surface Strength(psi) Break Type 02/16/07 __0028 �r 0869 —_-- - ___i�__ _02/23/07 �� 7 _6 x 12 ''_ 133345 6.01 ', 28_3� 4700`J NA 02/16/07 i_ 0028 F0870 03/16/07 28 i 6 x 12 0.00 0_00—] ;r NA_ j" 02/16/07 0028 5 0871 03/16/07�L28 ]�6 x 12 J 0_00 0.00 r0— 6/07 ;', 0028_ 0872 J103/16/07 [28JL6--x 1-2 L 0.00 0 00 ��NA _ ]' Remarks: Inspector(s): Blaney, S. Reviewed by: _ IX-4 Tested by: Simmons, N. �y Dennis Sanborn Branch Manager NOTES: Break descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2-"recording field temperature" Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers,Inc. MTE 1050-1C,Rev 2,10/18/ MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Pagel Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. RECEIVED Date: 10-26-05 MAR 21 2007 Weather: Cloudy Inspection: Project Management 426 W: CEDAR ST., Samples: N/A MTE inspector traveled to the project site to conduct a project set up visit. Met with Tim Clark and Mike Graves with Kerkow Jennings. Reviewed project specifications and special inspection requirements with contractor. Discussed scheduling for inspections. Dropped off a water cure tank and heater on site to help facilitate delayed sample pick up. Also left two MTE project clipboards on site, one for each project. The work on the beach house will be MTE project#T5265 and the underpass will be a different MTE number, which has not been assigned yet. Augercast piles for the beach house will start on 10/31/05. MTE is scheduled to be on site full time during the augercast installation. PRELIMINARY: INSPECTOR: Paul Myers Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County i MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 2 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 10-31-05 Weather: Cloudy Inspection: Augercast Piles Samples: N/A MTE inspector obtained sample onsite curing apparatus from Tacoma lab and set it up at the jobsite. No augercast today due to need for a longer auger. To the best of our knowledge, Items inspected this date are in accordance with approved plans and specifications. INSPECTOR: John Luoma Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 3 Owner: - Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-01-05 Weather: Rain Inspection: Augercast Piles Samples: (4) 2 x 4" MTE inspector arrived on site and monitored the installation of 18" au ercast piles as follows: Pile# PStrokes to Fill Kitsap RM Mix# Ticket# C vards & Time 158 78 ACG 11 48096 8/7:30am 171 82 154 78 Sam led this Load 48109 8/ 10am 152 76 169 84 1 167 75 ACG II 48114 8/ 11:10am 165 77 175 73 174 66 ACG 11 48119 8/ 12 m 172 69 162 66 156 77 ACG 11 48127 8/ 12:50 m 143 82 145 72 147 71 ACG II 48135 8/2 m 157 67 149 73 ACG II 48141 8/3:10 m 151 67 "1 pump stroke=1.3 cubic feet 56 cubic yards total. The reinforcing steel cages are as specified. Cast one set of(4) 2 x 4" samples from the 2nd load. To the best of our knowledge, Items inspected this date are in accordance with approved plans and specifications. INSPECTOR: John Luoma Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak-Magnusson Klemencicn Associates,John Mrozek-Olson Sundberg Kundig Allen Architects,Mike Monda-Krekow Jennings,Tom Chiado-Watermark Engineering, Building Official-Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 4 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-02-05 Weather: Overcast Inspection: Augercast Piles Samples: (4) 2 x 4" MTE inspector arrived on site and monitored the installation of 18" au ercast iles as follows: Pile# PStrokes to Fill Kitsap RM Mix# Ticket# Cubic Yards Unload Time Water 170 72 ACG II 48153 8 7:30am 164 92 173 69 ACG II 48170 8 8:45am 110 H2O 161 70 1 144 88 ACG II 48183 8 9:35am 29q H2O 146 79 148 95 150 74 ACG II 48189 8 10:40am 5 H2O 153 80 168 95 176 74 ACG II 48198 8 11:35am 40Q H2O 166 92 163 90 114 80 ACG II 48209 8 12:45 m 60a H2O 134 67 124 56 110 65 ACG II 48217 8 1:40 m 108 60 106 57 104 64 ACG II 48234 8 2:40 m 20a H2O 102 64 116 60 118 64 ACG 11 48237 8 3:30 m 40a H2O 120 67 '1 PumD stroke=1.3 cubic feet of grout To the best of our knowledge, Items inspected this date are in accordance with approved plans and specifications. INSPECTOR: John Luoma Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 5 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-03-05 Weather: Rain Inspection: Augercast Piles Samples: (4) 2 x 4" MTE inspector arrived on site and monitored the installation of 18' au ercast piles as follows: Pile# Pump Strokes to Kitsap RM Mix Ticket# Cubic Yards Start/Unload Fill #ACG II 133 65 30 gallons water 48252 8 8am added 109 61 125 69 35 gallons water 48268 8 10:50am added 107 61 131 61 30 gallons water 48271 8 11:40am added 123 60 121 63 129 66 119 56 20 gallons water 48276 8 12:20pm added 127 61 117 65 112 62 20 gallons water 48280 8 1:20pm added 102 64 105 55 113 60 20 gallons water 48283 8 2:10pm added 132 68 142 68 141 69 The reinforcing steel was installed per plan. Cast one set of(4) 2 x 4" test samples. (Cont'd on Page 6) Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 6 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. (Cont'd from Page 5) To the best of our knowledge, Items inspected this date are in accordance with approved plans and specifications. INSPECTOR: John Luoma Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 7 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-04-05 Weather: Rain Inspection: Augercast Piles (revised) Samples: (4) 2 x 4" MTE inspector arrived on site and monitored installation of 18" augercast piles as follows: Pile# Pump Strokes Mix# H2O Ticket# Cubic Yards Start Unload to Fill Added 159 61 ACGII 25q 48293 8 9:20am 160 70 ACGII 25q 48293 8 10am 155 74 ACGII 40q 48299 8 10am 115 63 ACGII 40a 48299 8 10:55am 111 60 ACGII20+50g 48308 8 10:55am 100 56 101 59 ACGII Sampled 212 77 ACGII Sampled 213 71 ACGII 206 85 ACGII 35q 48314 8 1:20 m 226 68 ACGII 35q 48314 8 1:20 m The reinforcing steel was installed per plan. Cast one set of(4) 2 x 4" test samples. To the best of our knowledge, Items inspected this date are in accordance with approved plans and specifications. INSPECTOR: John Luoma Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 8 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-07-05 Weather: Partly Cloudy Inspection: Augercast Piles Samples: (4) 2 x 4" MTE ins ector arrived on site and monitored installation of 18" au ercast Diles as follows: Pile# Pump Strokes Mix#/H2O Added Ticket# Cubic Yards Start Unload 210 56 ACGII 20q 48378 8 8am 214 56 ACGII 20q 48378 8 8am 227 61 ACGII 20Q 48395 8 Sampled 9:05 am 224 57 ACGII 20q 48395 8 Sampled 9:05am 222 49 220 69 218 64 ACGII 40 48404 8 10am 215 70 ACGII 40 48404 8 10am 200 71 ACGII 20 48414 8 10:55am 203 75 ACGII 20 48414 8 10:55am 205 69 ACGII 15 48422 8 11:40am 208 62 ACGII 15q 48422 8 11:40am 130 75 136 72 138 70 ACGII 10q 48430 8 1:10 m 140 59 ACGII 10q 48430 8 1:10 m 128 61 ACGII Oa 48441 8 2:10 m 126 58 ACGI I 0q 48441 8 2:10 m 135 57 137 74 139 68 ACGII jQg 48462 8 3:10 m One pump stroke = 1.3 cubic feet. The reinforcing steel was installed per plan. Cast one set of (4) 2 x 4" test samples. To the best of our knowledge, Items inspected this date are in accordance with approved plans and specifications. INSPECTOR: John Luoma Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 9 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-08-05 Weather: Rain Inspection: Augercast Piles Samples: (4) 2 x 4" MTE inspector arrived on site and monitored the installation of 18" augercast piles as follows: Pile# Pump Strokes Mix# H2O Added Ticket# Start Unload CU Yards Sampled 209 61 ACG II 30 48482 7:35am 8 Sampled 207 63 ACG II 30 48482 7:35am 8 Sampled 201 62 ACG II 48491 8:40am 8 211 80 ACG II 48491 8:40am 8 217 63 ACG II 219 56 ACG II 221 64 ACG II 20 48494 9:35am 8 223 57 ACG II 20 48494 9:35am 8 225 1 55 ACG II 148498 10:20am 3 216 1 66 ACG II 148498 10:20am 1 3 One pump stroke = 1.3 cubic feet. The reinforcing steel was installed per plan. Cast one set of (4) 2 x 4" test samples. To the best of our knowledge, Items inspected this date are in accordance with approved plans and specifications. INSPECTOR: John Luoma Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike M nda— rekow Jennings,m s Tom Chiado— Watermark Engineering, Building Official—Mason County i MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 10 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 12-13-05 Weather: Cloudy Inspection: Resteel Samples: N/A MTE inspector arrived on site to inspect the grade beam reinforcing steel for the beach house and guesthouse. Inspected to rev. 2 structural drawings, RFI #9, bulletin#3 and SSK-02. Guest House Punch List: 1. Install dowels per 9 & 10/S5.02. 2. Install column dowels per 10.5/5.03. 3. Attain clearance to forms north end (grid 4). Beach House Punch List: 1. Install corner bars at grid C/4. 2. Install wall and slab dowels where required, details 8 through 12/S5.01. No other exceptions noted. PRELIMINARY: INSPECTOR: John Luoma Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269, Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 11 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 12-14-05 Weather: Cloudy Inspection: Reinforced Concrete Samples: (8) 6 x 12" MTE inspector arrived on site to perform monitoring, testing and sampling of the concrete being placed. There was 135 112 cubic yards of Miles Sand & Gravel Concrete Mix# 15LCD1 placed at the beach house and guest house footings. The sample for#1 as taken during placement at gridline B on 1.5. The test results were a 4" slump, 560 concrete, 400 ambient, and 3.7% air and (4) 6 x 12" test cylinders were cast. At the engineers request there were (4) 6 x 12" field cure test cylinders taken at random times and locations. Field Cure #1 — 70 cubic yards at 10am at grid B on 1.5, ticket#119135. Field Cure #2 — 90 cubic yards at 10:50am at grid A.75 on 3, ticket#119148. Field Cure#3 — 110 cubic yards at 11:20am at grid A on D.5, ticket#119153. Field Cure #4 — 130 cubic yards at 12:05pm at grid A on 4, ticket#119157. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Will Gallington Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings, Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 12 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer. Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 1-16-06 Weather: Rain and Snow Inspection: Resteel Samples: N/A MTE inspector arrived on site to perform resteel inspection for the guest house foundation walls at building lines: 2'-11" west of A, B/3-3.75; A, B/3.75-4; 2'-11"west of A-B/3; A-B/4/ Beach house foundation walls at building lines: D, D/16'-5 3/4" south of 1-4; 16-5 %" south of 1/C-D; 1/D-5'-2 '/z" east of D; 5-2 '/2" east of D/1-1.5; 1.50-5'-2 '/" east of D; C-D/4. Need to install resteel for trim around openings in guesthouse foundation walls. Spoke with Frank (foreman for Krekow Jennings) who stated he would have trim installed. At the beach house the detail is not shown for header over doorway at lines: 4/C.8. Contractor contacted architect for clarification. PRELIMINARY: INSPECTOR: Tom Robinson Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 13 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 1-26-06 Weather: Rain Inspection: Concrete Samples: (8) 6 x 12" MTE inspector arrived on site to perform requested monitoring, testing and sampling of the concrete being placed. There were 69 cubic yards of Miles Sand & Gravel Concrete Mix#02650 placed at the beach house and guest house walls. The sample for set#1 was collected during placement of the first lift at the intersection of gridlines D and 2. The test results were a 5" slump; 600 concrete, 51° ambient and (4) 6 x 12" test cylinders were cast. The sample for set#2 was collected during placement of the guesthouse first lift at the intersection of gridlines B and 3. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Will Gallington Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 14 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 1-27-06 Weather: Rain Inspection: Sample Pick Up Samples: N/A MTE inspector arrived on site to pick up concrete samples made from the previous day. The (8) 6 x 12" compressive strength test samples were collected and transported to the Mayes Tacoma Lab for testing. INSPECTOR: Will Gallington Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 15 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-2-06 Weather: Clear Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete inspection for the beach house walls at A- B/0-3. Verified final clearances and trim steel installation. Minor corrections for clearances at doorway headers were corrected on the spot. Monitored placement of 40 cubic yards of Miles Sand & Gravel Concrete Mix#02650 (4,000 psi), which was placed by pump and mechanically consolidated in the short lifts placed. One set of 6 x 12" samples were cast representing today's placement. Results of the field tests are as follows: Slump 5", air temperature 450, concrete temperature 57°. All was found to be in general conformance with the plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Dennis Sanborn Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 16 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-3-06 Weather: Rain Inspection: Sample Pickup Samples: N/A MTE inspector arrived on site at 11:00am and picked up (4) 6 x 12" concrete cylinders. Left jobsite at 11:10am. INSPECTOR: Jeffrey Lee Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 17 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 3-2-06 Weather: Overcast Inspection: Structural Masonry Samples: (3) 4 x 8" MTE inspector arrived on site for structural masonry grouting inspection. Upon arrival, MTE observed the scheduled inspection is actually for a slab placement at the fireplace chimney grids 2.2 to 2.7 along "B" main level. Course grout was used and placed for slab at above noted location. Grout manufacturers specified strength 3000 minimum; slab strength required 5000 psi at 28 days. The engineer was contacted on this matter and stated approval is dependent on the mix placed achieving 5000 psi at 28 days. MTE checked reinforcement and found it to be within reasonable agreement with job requirements. Sampled the grout slump 8", grout temperature 500, ambient temperature 420, cast one set of(3) 4 x 8" cylinders for strength verification testing. Approval for this placement of grout in place of 5000 psi concrete is dependent on the grout achieving 5000 psi at 28 day per the engineer. PRELIMINARY: Grout strength/placement for slab dependent on achieving a minimum of 5000 psi at 28 days. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 18 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 3-3-06 Weather: Cloudy Inspection: Sample Pick Up Samples: N/A MTE inspector traveled to site and picked up one set of(3) 4 x 8" cylinders that were cast on 3/2/06 and transported them to the Mayes Tacoma Lab for testing. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 19 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 3-14-06 Weather: Overcast/Showers Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete inspection of elevated slabs at grids A to B from 1 to 0 line, C to D from 1 to 0 line, wall at grid 1.3 to 1.5 at C from main level to top of wall. MTE checked reinforcements and found it to appear to be within reasonable agreement with job requirements. Observed the placement of 17 cubic yards of Miles Sand & Gravel Concrete Mix#15LCD1 by pump and was mechanically consolidated. Sampled at 9 cubic yards at a 4 %" slump, concrete temperature 590, ambient temperature 440, air 3.9%, ticket#120746. Cast one set of(4) 6 x 12" cylinders for strength verification testing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 20 0 5-00 0 01 9 Page 20 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 3-15-06 Weather: Overcast Inspection: Sample Pick Up Samples: N/A MTE inspector arrived on site to pick up and transport strength verification concrete samples to laboratory for curing and testing. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 21 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 3-16-06 Weather: Overcast Inspection: Structural Masonry and Reinforced Concrete Samples: (3) 8 x 8 x 16" and (4) 6 x 12" MTE inspector arrived on site for the chimney slab at A.8-B.2/2.2-2.8 upper level. Contractor had completed placement of the 8" CMU, reinforcement and embed plate. Resteel was inspected and found to conform to plans. Monitored the placement of Design Mix Course Grout, which was mixed on site. One sample was collected and one set of(3) 8 x 8 x 16" Masonry Prisms were cast using the grout. (Prisms were laid the day prior). Results of field tests were slump 7", grout 50°F, and air 50°F. All grout was mechanically consolidated. After placement of grout, contractor batched the concrete for the chimney slab. Design Mix Course Grout (1 Bag) and Quikrete 5,000 (1 Bag) was mixed on site and placed for the slab. Concrete was mechanically consolidated and one set of (4) 6 x 12" sampled was cast for analysis. Results of the field tests were slump 4 112", concrete 50°F and air 50°F. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Dennis Sanborn Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates, John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 22 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 3-17-06 Weather: Overcast Inspection: Sample Pick Up Samples: N/A MTE inspector arrived on site and picked up (4) 6 x 12" concrete test cylinders and 3 masonry prisms at 6999 east SR106. Transported same items to MTE Tacoma Lab for storage and testing. INSPECTOR: Mat Taylor Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269, Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 23 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 3-23-06 Weather: Overcast Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete inspection of chimney flew slab at grids 1.3 to 1.7/A.9 to B.1 at upper floor elevation. MTE checked reinforcement and found it to appear to be within reasonable agreement with job requirements. Observed Quikrete 5000 pre mixed 80 Ibs bags mixed on site by mechanical and was placed by hand bucket to above noted location and was mechanically consolidated. Sampled at 2nd batch, slump 7 112", concrete temperature 51°, ambient temp 460 and cast one set of (4) cylinders for strength verification testing. Manufacturers mixing directions for the Quikrete 5000 pre mixed bag appeared to be followed within reasonable agreement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Murk Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates, John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 24 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 3-24-06 Weather: Overcast Inspection: Sample Pickup Samples: N/A MTE inspector traveled to jobsite and picked up one set of concrete test cylinders and transported them back to the Mayes Tacoma Lab for curing and testing. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 25 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 5-2-06 Weather: Sun Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete inspection for slabs on grade within grids; C to D.2 from 1 to 3, A to B from 1 to 1.2, A to B from 2 to 3. MTE performed reinforcement inspection prior to concrete placement and found lap and clearance corrections needed. Observed corrections made, reinforcement then appeared to be within reasonable agreement with job requirements. Observed 27 cubic yards of Miles Sand & Gravel Concrete Mix# 15550 placed by pump truck and was mechanically consolidated and manually screeded. Sampled at 9 cubic yards at a 4" slump, concrete temperature 650, ambient temperature 50°, ticket#121945 and cast one set of strength verification test samples. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 26 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 5-3-06 Weather: Sunny Inspection: Sample Pick Up Samples: N/A MTE inspector traveled to site to obtained one set of concrete test specimens cast on 5/2/06 and transported them back to the lab for testing and curing. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269, Cabin 2006006901, Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 27 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 5-4-06 Weather: Sun Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete inspection for beach house slabs on grade within grids; B to C/1 to 2, C to D/3 to 4, A to B/.5 to 1, 1.2 to 2/A to B, .5 to 1/C to D. MTE inspector performed reinforcement inspection prior to concrete placement and found it to appear to be within reasonable agreement with job requirements. Observed 19 cubic yards of Miles Sand & Gravel Concrete Mix#15550 placed by pump truck to above noted locations and was mechanically consolidated and manually screeded. Sampled at 10 cubic yards, slump 6", concrete temperature 640, ambient temperature 490, ticket#122024 and cast one set of strength verification test samples. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings, Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 28 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 5-5-06 Weather: Overcast Inspection: Sample Pick Up Samples: (4) 6 x 12" MTE inspector traveled to job site to obtain concrete strength verification test samples cast on 5/4/06 and transported them back to the laboratory for curing and testing. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 29 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 5-11-06 Weather: Cloudy Inspection: Structural Steel Samples: N/A MTE inspector arrived on site to perform visual weld inspection on connection of shear plates to embeds for the beach house main level floor framing at lines: B, C/1-2 (East and West Faces); LVL Hangers (main level / Per RFI# 20) at lines: B/2.7 and A/3 (per SSK #13), C/3.3 and C.3/4 (per SSK# 14). Observed installation and performed visual weld inspection on the connection for the two HSS 14 x 6 5/8 beams (Beach House main level) at lines: 1.1, 1.9/B-C. Welds installed by WABO Certified welder Barney S Newton WABO# W01949 (expires July 1, 06). Welds are per plans, sections or engineers sketches and are acceptable per AWS D1.1. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Robinson Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings, Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 30 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 7-13-06 Weather: Overcast Inspection: Lateral Framing Samples: N/A MTE inspector arrived on site as requested this day for special inspection of Lateral Wood Framing. Upon arrival, David of Krekow, provided plans for review of structural wood construction requirements. At this point of the project, the basic frame with sheeting at grids (1- 2, A-D) is in progress. MTE reviewed shear walls at grids (A&D, 1.25-1.75) and (A-B & C-D, 1&2) and (C, 1.25-1.5). MTE inspector Gordon, pointed out to David of Krekow, the plan requirements for boundary nailing in addition to edge and field nailing, and showed him on the building where this nailing is intended (Upon inspection this had not been done to this point). MTE is confident that this was understood and will proceed per plan and will be verified with next nailing inspection. MTE also noted some points for questioning the engineer regarding his intention on the plans. 1) Are vertical wood columns at shear wall edges considered the vertical boundary/king stud of the walls, or is a vertical king stud required on the inside of the column with boundary nailing applied. 2) Is a double top plate required under horizontal wood beams in shear walls or is a single top plate sufficient. MTE was also provided photographs of the installation of Simpson LPT4's for attachment of 3X bottom plates on top of concrete walls to beams and at top for connection of 2X top plates to beams. Noted no deficiencies on this other than question regarding double top plate mentioned above. MTE was only able to provide preliminary review and inspection on this day. Further construction verification will be requested at a later date. PRELIMINARY: 1) Are vertical wood columns at shear wall edges considered the vertical boundary/king stud of the walls, or is a vertical king stud required on the inside of the column with boundary nailing applied. 2) Is a double top plate required under horizontal wood beams in shear walls or is a single top plate sufficient. INSPECTOR: Jaimie Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates, John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 31 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 7-19-06 Weather: Sun Inspection: Lateral Wood Nailing Samples: N/A MTE inspector arrived on site as requested this day for special inspection of Lateral Wood Framing. Upon arrival, David of Krekow, provided plans for review of structural wood construction of primary roof section that is to be placed at grids 1-2, A-D. This section of framing and sheeting was pre-fabricated on the ground in three sections. MTE visually inspected the nailing of 'h" plywood panels over tongue and groove wood boards nailed to roof frame. Per plans, requirements were 6" edge and 12" field nailing. Any missed nails (this was a minimal number) were immediately placed by a carpenter from Krekow. This was also the case where nails were sunk too deep; another nail was added next to it. No other deficiencies were noted on these sections. At the joints of these three sections, further nailing will be required to join them together. These will be verified after they are in place. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jaimie Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 32 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 8-28-06 Weather: Sunny Inspection: Sample Pick Up Samples: N/A MTE inspector arrived on site to pick up (4) 6 x 12" cylinders for delivery to Tacoma Lab. INSPECTOR: Ron Ferrell-Wyman Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 33 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 8-31-06 Weather: Clear Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived onsite for reinforced concrete inspection for foundation stem walls at building perimeter and through middle building (separation section). Stem wall at garage entrance door was not placed at this time, footing section at east where mechanical passed through was also placed monolithically with stem wall. MTE checked reinforcement and found it to be within reasonable agreement with job requirements. Observed 12 cubic yards of Miles Sand and Gravel Concrete Mix#01555 placed by pump truck and was mechanically consolidated at the above noted locations. Sampled at 6 cubic yards, slump 5", concrete temperature 70°, ambient temperature 560, ticket #125465 and cast one set of strength verification test samples. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 34 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 9-1-06 Weather: Sunny Inspection: Sample Pick Up Samples: N/A MTE inspector traveled to job site and picked up one set of concrete strength verification test samples and transported them (4—6 x 12") to laboratory for curing and testing. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 35 Owner: — Archited: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 9-5-06 Weather: Sunny Inspection: Lateral Wood Samples: N/A MTE inspector arrived on site for nailing inspection for main floor beach house decks within grids 2 to 3/A to B, 2 to 4/C to D, '/" tongue and groove plywood with #10 at 6"edge and#10 field at 10". (.131-diameter nail). Nailing pattern appeared to be within reasonable agreement with job requirements. Main floor deck within grids 1 to 2/outside A to B-2x6 Tongue and Groove. Nail pattern appears to be within agreement with job requirements. Observed epoxy doweling for insulated front stairs at grids 0 to 1/A to B for shear dowels per RFI#517 and SSK-06 minimum 4" embedment, holes cleaned. Simpson AT epoxy with expiration 9/06 lot#467290GG was placed using supplied mixing tip, smooth dowels were then inserted. Manufacturers recommended procedures were followed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 36 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 9-7-06 Weather: Overcast Inspection: Lateral Wood Samples: N/A MTE inspector arrived on site for nailing inspection for main floor. Floor decking (Tongue and Groove 2 x 6) within grids C to D/1 to 2. MTE observed some nails missing. Observed corrections made while MTE was on site. Nail pattern then appeared to be within reasonable agreement with job requirements#12D ring shank nail was used. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 37 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 9-12-06 Weather: Sun Inspection: Lateral Wood, Nailing and Epoxy Samples: N/A MTE inspector arrived on site as requested this day for special inspection of lateral wood and structural epoxy. Upon arrival, David of Krekow, provided plans for review of structural wood construction for anchored straps per details 5&6/S5.02 and RFI#59. MTE verified that all anchors were installed per plan and straps were nailed to diaphragm per plan at northwest and northeast terrace/decks. No deficiencies were noted. For south stairway number four, smooth #4 dowels were placed vertically in concrete per RFI #17/3 with 5/8" X 4" embedment. MTE verified correct cleaning of all holes prior to placement of epoxy per manufacturers instructions. Simpson AT epoxy with an expiration of 05/07 was used. No deficiencies were noted. CORRECTIVE ACTIONS TAKEN: Resolution to preliminary report dated 07/13/06: Per RFI # S 133 regarding boundaries of SW-3 and SW-2 shear-walls, G.L. columns and single top plates, as is built, is correct. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jaimie Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 38 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 9-27-06 Weather: Clear Inspection: Reinforced Concrete and Epoxy Samples: (8) 6 x 12" MTE inspector arrived on site at 7:30am for a reinforced concrete special inspection. Resteel for the cabin footing mat was inspected and found to be per plans and specifications. Approximately 150 cubic yards of 4,000 psi mix concrete was placed for the cabin footing mat. Two sets of 6 x 12" cylinders were cast. MTE inspected the brick veneer epoxy anchor wall tie system on the north side of the bridge. Holes were inspected and found to be clean. Clips were epoxied in using Power Fast (lot #06192011 LC, expiration date 06/08). Work was performed per specifications and manufacturers recommendations. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 39 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 10-4-06 Weather: Sun Inspection: Lateral Wood Samples: N/A MTE inspector arrived on site as requested this day for special inspection of lateral wood nailing. Upon arrival, David of Krekow, provided plans for review of structural wood construction for interior tongue and groove decking for main floor (grid B-C, 1-2) and entire upper floor. Reviewed detail 8/S5.02 and general notes page S0.03 requiring (2) 3" 12d ring shank nails over each framing member. MTE also visually inspected the tongue and groove deck nailing of the south shed roof per detail 12/S5.02. No deficiencies were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jaimie Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 40 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 10-12-06 Weather: Clear Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete special inspection. Rebar placement for the OPS building slab was inspected and was found per plans and specifications. Approximately 24 cubic yards of 4,000 psi mix concrete was placed by pump for the slab. Slump testing was performed on a sample (5 '/2") and 1 set of 6 x 12" cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Stephen Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 41 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 10-13-06 Weather: Clouds Inspection: Sample Pick Up Samples: N/A MTE inspector arrived on site to pick up samples at jobsite and transported them to MTE Tacoma Lab. INSPECTOR: Mat Taylor Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 42 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 10-20-06 Weather: Overcast Inspection: Epoxy Samples: N/A MTE inspector arrived on site to monitor installation of epoxy rebar dowels at the cabin per detail 2/S3.01 (at west wall). Also epoxy all-thread anchors at guest house per RFI 231/reference S2.12/SSK37, at grids A & B. Simpson AT 13 Epoxy (expiration date 07/07) was installed per manufacturers instructions. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mat Taylor Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 43 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 10-23-06 Weather: Foggy Inspection: Resteel Samples: N/A MTE inspector arrived on site for resteel inspection. Resteel inspection for the exterior stem walls at the cabin was inspected. All resteel was grade 60 and per plans (detail 2/S3.01) and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering,Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 44 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 10-26-06 Weather: Cloudy Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete special inspection. Approximately 19 cubic yards of 4,000 psi mix concrete (product code 02650)was pumped into the cabin stem walls. The material was mechanically consolidated with a vibrator. A sample of the concrete was obtained and slump testing was performed (5 Y2'). One set of(4) 6 x 12" cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 45 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 10-27-06 Weather: Sunny Inspection: Sample Pick Up Samples: N/A MTE inspector arrived on site and picked up one set of(4) 6 x 12" concrete test cylinders and transported them back to the lab for curing and testing. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 46 Owner: -- Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-9-06 Weather: Partly Cloudy Inspection: Reinforced Concrete Samples: (4) 4 x 8" MTE inspector arrived on site for reinforced concrete special inspection. Rebar for the buttress wall key ways section 1 and 2 was inspected for grade, size, placement and clearances and was found per plans and specifications. Approximately 17 cubic yards of 4,000 psi concrete Mix#02650 was placed in the above mentioned area of the tennis court. The concrete was consolidated with a vibrator. One set of(4) 4 x 8" cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 47 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-10-06 Weather: Rain Inspection: Lateral Wood Nailing and Epoxy Samples: N/A MTE inspector arrived onsite for epoxy bolt and lateral nailing inspection. Verified size, depth and cleaning of holes for epoxy bolt installation for holdown brackets at the toy box (4 bolts at grid line 1, reference A/2.10, SSK-38) and the beach house (2 bolts for hold down through upper floor at grid C+1.5, SSK-27). Inspected bolt size, epoxy inspection and bolt installation. All work was per plans and specifications, as well as, the manufactures recommendations (Simpson Strong-Tie AT expiration date, lot# 135358JJ). MTE inspected lateral nailing of exterior of exterior 7/16" sheathing at grid line 1 of the toy box. Verified size of nail, nailing pattern and penetration per schedule 12/S4.11. All work was per plans and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 48 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-13-06 Weather: Rain Inspection: Lateral Wood Samples: None MTE inspector arrived on site for lateral wood inspection. Inspected nailing of the roof sheathing for the OPS building. Placement of Simpson plywood sheathing clips PSCL '/z R50 was inspected and approved. Plywood sheathing was nailed with 8d nails. Some of the 6" OC edge nailing was missed. The contractor was notified of this problem. Contractor told MTE that corrective action would be taken and another inspection would be scheduled. NONCONFOMING CONDITIONS: 8d at 6" OC edge nailing missing at several locations. Contractor to correct problem and reschedule nailing inspection. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 49 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-14-06 Weather: Showers Inspection: Epoxy Samples: N/A MTE inspector arrived on site for epoxy bolt inspection. Masonry contractor epoxied stainless all thread bolts to the fireplace on the 1st and 2nd floor and the chimney fro the metal support angle. MTE inspected the cleaning and depth of the holes. Verified the bolt size, epoxy injection and bolt installation. All work was performed per plans, specifications and manufacturers recommendations (Power Fast+ manufactured by Powers, expiration date 06/08, lot #061920112C). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc Steven Haluschak—Magnusson Klemencicn Associates, John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107, Ops Building 200600055, Toy Box 200501269, Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 50 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-15-06 Weather: Rain Inspection: Resteel Samples: N/A MTE inspector arrived on site for resteel inspection. Resteel grade, size, placement and clearances was inspected for the tennis court wall footings. All resteel was per plans and specifications (details 1/P-5A, 2/P-5A, and 3/P-5A). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates, John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 51 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-15-06 Weather: Rain Inspection: Lateral Wood Samples: N/A MTE inspector arrived on site and inspected roof sheathing nailing for the operations building. Missed nailing as reported in inspection report of 11/13/06 has been corrected. Roof sheathing nailing is per plans and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates, John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 52 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-16-06 Weather: Clear Inspection: Reinforced Concrete and Lateral Wood Nailing Samples: (4) 6 x 12" MTE inspector arrived onsite for reinforced concrete special inspection. Approximately 90 cubic yards of 4,000 psi concrete Mix Design #02650, was placed by pump for the tennis court wall footings. One set of (4) 6 x 12" cylinders were cast. Resteel was inspected and approved by MTE on 11/15/06. The concrete was mechanically consolidated with a vibrator. MTE inspected lateral nailing of the exterior shear wall of the beach house. Contractor was informed of missed nailing in several areas of the west wall. Nails were added to the areas. Final inspection found the shear wall nailing for the north, south, east and west walls per schedule 12/S4.11. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Y Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 53 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 11-17-06 Weather: Cloudy Inspection: Sample Pick Up Samples: N/A MTE inspector arrived onsite and picked up one set of (4) 6 x 12" cylinders cast on 11/16/06 and transported them back to the lab for curing and testing. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason Count 9 9 Y MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107, Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 54 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 12-5-06 Weather: Cloudy Inspection: Reinforced Concrete and Lateral Wood Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete special inspection. Resteel was inspected for grade, size, placement and clearances for the CMU sound wall footing. All resteel was per plans and specifications. Approximately 29 cubic yards of 4,500 psi concrete mix (#02650) was placed by pump to the footing. A vibrating stinger was used for consolidation. One set of (4) 6 x 12" cylinders were cast. Shear wall nailing of the exterior bunkhouse addition wall was inspected and was found per shear wall schedule for a SW1, detail 12/S4.11. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates, John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 55 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 12-6-06 Weather: Fog Inspection: Cylinder Pick Up Samples: N/A MTE inspector arrived on site for concrete cylinder pick up. One set of(4) 6 x 12" concrete cylinders cast on 12/5/06 were picked up and transported to the MTE lab. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 56 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 1-3-07 Weather: Cloudy Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete. Approximately 20 cubic yards of 5,000 psi concrete (#0360050) was placed by line pump for the topping slab at the lower level. One set of (4) 6 x 12" cylinders were cast from a sample obtained from the center of the first 10 cubic yard load. All work was performed for plans and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 57 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 1-5-07 Weather: Snow/Rain Inspection: Cylinder Pick Up Samples: N/A MTE inspector arrived on site to pick up and transport one set of concrete strength verification samples back to the lab for curing and testing. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269, Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 58 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 1-18-07 Weather: Overcast Inspection: Lateral Nailing Samples: N/A MTE inspector arrived on site for lateral nailing inspection. Roof sheathing nailing at the toy box (permit#BLD2005-01269) was inspected. 5/8" sheathing was nailed with 8d at 6" on center. Along the edge and 8d at 12" on center in the filed per plans and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates, John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 59 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 1-26-07 Weather: Clear Inspection: Resteel Samples: N/A MTE inspector arrived on site for resteel inspection. Resteel for the tennis court retaining wall was inspected for grade, size, placement and lap splices. All resteel was per plans (detail, schedule and general notes 6/C3.04 and 8/C3.04) and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 60 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 1-30-07 Weather: Clear Inspection: Lateral Nailing Samples: N/A MTE inspector arrived on site and inspected truss extension nailing for the cabin. All nailing was per plans (detail 1/S3.01) and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Stephen Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 61 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-7-07 Weather: Overcast Inspection: Lateral Wood Samples: N/A MTE inspector arrived on site as requested this day for special inspection of lateral wood nailing. Upon arrival, David of Krekow, provided plans for review of structural wood construction for guest house. MTE visually inspected bracing shown on 3/S5.01 at grid 3,A-B and also roof sheeting and car deck tongue and groove material nailing at grids 3-4,A-B. A preliminary walk through was also done of exterior walls, which are still in progress with blocking at panel edges and some field nailing being done. One PHD2 at grid 3.75,A was installed with a 5/8" anchor bolt using Simpson AT epoxy with an expiration of 03/07. MTE verified hole size, embed and cleanliness prior to epoxy use. Work was done per RFI #59. No deficiencies were noted. Angle ledger 4X4X1/4" at floor level around outside fireplace for support of river rock at main level was installed with '/2" anchors using Powers FastSet epoxy, expiration 06/08. MTE verified hole size, depth and cleanliness. No deficiencies noted To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jaimie Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 62 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-9-07 Weather: Rain Inspection: Lateral Wood Samples: N/A MTE inspector arrived on site as requested this day for special inspection of lateral wood nailing. Upon arrival, David of Krekow, provided plans for review of structural wood construction for guesthouse. Exterior wall panel nailing is completed. Roof sheeting over car deck tongue and groove material nailing at grids 3-4, A-B was inspected. Field and edge nailing of panels was done per plan. It was noted that the boundary nailing over bird blocking was not done and that A35 or LTP clips were not installed around perimeter as required by plan. Contractor is aware of this and installation will continue. Installation of clips from blocking to top plate. INSPECTOR: Jaimie Gordon PRELIMINARY: Edge nailing on diaphragm over bird blocking. Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901, Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 63 Owner: Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-12-07 Weather: Showers Inspection: Nailing Samples: N/A MTE inspector arrived on site for nailing inspection of the Guest House roof sheathing. MTE inspection dated 2/9/07 revealed non-conformance of edge nailing over bird blocking and clips from blocking to top plate. Contractor re-nailed edge of sheathing to bird blocking with 16d nails and spaced per plans. A35 clips were installed from blocking to top of plate per plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates, John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 64 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-14-07 Weather: Cloudy Inspection: Epoxy Samples: N/A MTE inspector arrived on site for epoxy inspection of bolts for the exterior fireplace hearth support angles and (4) #5 horizontal rebar for the outdoor shower at east side of the building. All holes were inspected for size, depth and cleanliness. Inspected epoxy injection and bolt/rebar installation. Power Fast Epoxy (expiration date 06/08, lot#06192011 LC) was used for the hearth support angles and Simpson AT Epoxy (expiration date of 09/07 lot#24962611) was used for the outdoor shower rebar. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 65 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-16-07 Weather: Cloudy Inspection: Reinforced Concrete and Epoxy Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete special inspection. Approximately 45 cubic yards of Miles Sand and Gravel Concrete Mix#0750A was placed by pump for the tennis court walls at the northeast, northwest, southeast and southwest corners, the northeast, southeast, south, north middle sections and the southwest wall end. A sample of the concrete was obtained from the center of the 2nd load and slump (5"), and air (4.0%) testing was performed. A set of(4) 6 x 12" cylinders were cast from the sample. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268, Bunk House 200501267,Sound Wall 2005-000019 Page 66 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-16-07 Weather: Cloudy Inspection: Epoxy Samples: N/A MTE inspector arrived on site and inspected epoxy installation of(6) '/" stainless steel bolts for the BBQ platform at the beach house. Verified the size, depth and cleanliness of the holes. Inspected epoxy injection and bolt installation. All work was per plans, specifications and the manufacturers recommendations. Simpson AT, expiration date 09/07, lot#24962611. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 67 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-22-07 Weather: Cloudy Inspection: Reinforced Concrete and Epoxy Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete special inspection and epoxy inspection. Resteel for the northwest sound wall and electrical pads was inspected for grade, size, placement and clearances. All resteel was per plans and specifications. Approximately 14 cubic yards of Miles Sand and Gravel Concrete Mix#02650 was placed by chute for the footing and electrical pads. The concrete was mechanically consolidated. One set of(4) 6 x 12" cylinders were cast for laboratory analysis. Epoxy bolt installation for the floor angle supports at the 1 st floor guesthouse and the 2nd floor exterior deck beach house fireplaces was inspected. Holes size, depth and cleanliness were verified. Epoxy injection and bolt installation was per plans and specifications and the manufacturers recommendations Power Fast, expiration date 08/08, lot#06243012LC was used. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 68 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-23-07 Weather: Clouds with Snow Inspection: Sample Pick Up Samples: N/A MTE inspector traveled to job site and picked up one set of(4) 6 x 12" concrete strength verification test samples and transported them back to the lab for curing and testing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Gordon Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 69 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 2-25-07 Weather: Cloudy Inspection: Nailing Samples: N/A MTE inspector arrived on site and inspected roof sheathing nailing at the guesthouse. Nailing of sheathing over car decking of the north end of the guesthouse was per plans and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 70 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 3-5-07 Weather: Cloudy Inspection: Epoxy Samples: N/A MTE inspector arrived on site for epoxy inspection. Verified cleaning, hole size and depth for bolts on the chimney at the guest house. Epoxy injection, bolts for the angle support on the roof side of the guest house chimney was per plans, specifications and manufacturers recommendations (Power Fast, expiration date 08/08, lot#062430121-C). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects, Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County MTE NO: T5265 PROJECT: UNION RESIDENCE BEACH HOUSE Address: 6999 East SR 106 PERMIT NO: Beach House 2005-01270,Tennis Court 2006-00107,Ops Building 200600055, Toy Box 200501269,Cabin 2006006901,Guest House 200501268,Bunk House 200501267,Sound Wall 2005-000019 Page 71 Owner: — Architect: Olson Sundberg Kundig Allen Architects Engineer: Magnusson Klemencic Associates Contractor: Krekow Jennings, Inc. Date: 3-6-07 Weather: Clear Inspection: Reinforced Concrete Samples: (4) 6 x 12" MTE inspector arrived on site for reinforced concrete special inspection. Resteel for the tennis court walls was previously inspected and approved. Approximately 36 cubic yards of Miles Sand and Gravel Concrete Mix# 0750A was placed by pump to the remaining tennis court wall sections. Slump (4"), and air(5.0%) testing was performed on a sample of the concrete. One set of(4) 6 x 12" cylinders were cast from the sample. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Steve Blaney Reviewed by: Dennis Sanborn, Branch Manager cc: Steven Haluschak—Magnusson Klemencicn Associates,John Mrozek—Olson Sundberg Kundig Allen Architects,Mike Monda—Krekow Jennings,Tom Chiado—Watermark Engineering, Building Official—Mason County